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Plans (10) BU ID 201 • - 00305 Q Q Oni= Imorovmn RECEIVED MILDREN DESIGN GROUP, P.C. ARCHITECTURE - SPACE PLANNING OCT 2 6 2016 7650 S.W. Beveland, Suite 120 CITY OFI�GARD Tigard, Oregon 97223-8692 BUILDINGDIvrSIff (503) 244-0552 E)C 0 0 n , . X C I I oro orcEr( - on ori --- ,,, no 1 :.,.: :..., : ,:::::::::::: ,, ,:.:::,,,,,„:,:,,. I _ Code Analysis Sheet Index �, BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH AO COVER SHEET AND SITE PLAN z ' '` , 2014 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS Al FLOOR PLAN AND DETAILS o -- cz._ L i %� li1I1�11,111�1 1111`11111 S1.0 STRUCTURAL GENERAL NOTES, PARTIAL PLAN & DETAIL m..•. . ° 1:x:14,:,�; R: . . %' OCCUPANCY AND CONSTRUCTION PER OSSC 304 AND 311 ,,1, ,,1,1 1,1, 1110 B . 0 ° ;;I} 1 RIVER CITY GLASS - COGNEX CONFERENCE ROOM ��11��' 2 RIVER CITY GLASS -- COGNEX CONFERENCE ROOM ' �■■�■,.■■■■.■- , CONSTRUCTION TYPE: If-8 3 RIVER CITY GLASS - COGNEX CONFERENCE ROOM :-::i si 4 RIVER CITY GLASS - COGNEX CONFERENCE ROOM o % FH RIVERCITY - OD � 0 �. FIRE-RESISTANCE RATING 5 GLASS COGNEX CONFERENCE ROOM ,A m Jul� REQUIREMENTS: PER OSSC TABLE 601 AND 602 6 RIVER CITY GLASS - COGNEX CONFERENCE ROOM 45 5 y - STRUCTURAL FRAME: 0 HRS. 7 RIVER CITY GLASS -- COGNEX CONFERENCE ROOM DAME r# EXTERIOR BEARING WALLS: D HRS. 8 RIVER CITY GLASS - COGNEX CONFERENCE ROOM • f_ 9 RIVER CITY GLASS - COGNEX CONFERENCE ROOM .0097A-RD, OREGON .•� EXISTING BUILDING �� EXTERIOR NON-BEARING WALLS: 0 HRS. ,) p n e Creek INTERIOR NON-BEARING WALLS: 0 HRS. I r OA �;-=� Ai I FLOOR CONSTRUCTION: 0 HRS. OF _%''�r A `= ,. ■E�• ROOF CONSTRUCTION: 0 HRS. ////C en a,�`'�r`.1 ��,� --::24/7 �tfn-: -__1 - ' - TAX MAP/PARCEL NO.: 25112DC01400 .1�e '� =`-�` - 0-��;li FIRE PROTECTION: BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE `- ��;' ZONE: I---P INDUSTRIAL PARK 1111'= '.- Client: _,-_4_ �] PROTECTIONOSSC903.3.1.1TM THROUGHOUT IN ACCORDANCE General Notes Cognex 411, EXP.TING BUILDING ' - TENANT SPACE FLAME SPREAD INDEX: PER OSSC SECTION 802 AND TABLE 803.9 ��� � 76-200 A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS NOTIFY Corporation����._ i _� ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. c. ���w!� -. ° • O �. ' SMOKE DEVELOPED INDEX: PER OSSC SECTION 802 AND TABLE 803.9 B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. f. �.~.•.r - ■i/ NOT MORE THAN 450 ( ) ��■� ■ 1 �' C. PROVIDE 1 APPROVED FIRE EXTINGUISHER WITH RATING OF NOT Portland 114114/4*,-- r1. � ■mmr��/1�/����� �+ LESS THAN 2-A: 10B FOR EACH 3,000 SQ.FT. OF FLOOR AREA SW � T :. ici ~`.�y���. ��������������% �` COMMON PATH SOF EGRESS TRAVEL DISTANCE DOES NOT TRAVEL FROM ANY PORTION OF BUILDING NOT TO EXCEED 75'. _ - 4 VE ���41■ HIM EXCEED 100 -D PER OSSC SECTION 1014.3 COORDINATE LOCATION OF FIRE EXTINGUISHERS WITH FIRE NUE 'waa IN AREA OF WORK EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 15865 SW 74th Avenue #105 �j1�.■`A�■`r f _ 300'-0" PER OSSC SECTION 1016.2 MARSHAL. is ,Th D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN Portland, Oregon _ ________________ ��������� = :::R L � EGRESS ILLUMINATION: PER OSSC SECTION 1006 ACCORDANCE WITH N.F.P.A. PAMPHLET #13 (BY SEPARATE PERMIT). _ _ i - - 1 \ MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL !art `I����rf'��■�■�■■__■■..■.■■.■■■■■■■■��� - E. LEVEL 4 FINISHED WALLS, PAINT SYSTEM Cr) COAT PRIMER, (2) Project: j `t•1•s BE ILLUMINATED AT ALL TIMES THE BUILDING IS ° OCCUPIED. PROVIDE MINIMUM 1 FC ILLUMINATION AT COATS ACRYLIC LATEX AT OFFICE SIDE OF WALLS AT NEW WALLS } - _ _ _ THE FLOOR LEVEL. AND WALLS DAMAGED OR MODIFIED DURING CONSTRUCTION. Tenant F. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER AND EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN Alk Site Plan Keynotes C)- EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY TENANT. Improvement ILLUMINATE THE PORTION OF THE EXTERIOR EXIT G. RELOCATE EXISTING LIGHT FIXTURES FOR NEW WALLS/OFFICE DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE CONFIGURATION. MI" 1. EXISTING ACCESSIBLE PARKING STALL, AISLE AND SIGNAGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR H. BALANCE HVAC FOR NEW WALLS/ROOM CONFIGURATIONS. 0 25 50 100 MORE EXITS WITH THE EXIT ILLUMINATION SUPPLEMENTED WITH AN EMERGENCY POWER SUPPLY I. ARMSTRONG SECOND LOOK TILE TO MATCH EXISTING. CAPABLE OF PROVIDING POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES PER OSSC SECTION . 1006.3. 15865 SW 74th Avenue *105 CITY OP TIGARD Portland, Oregon PLUMBING FIXTURES REVIEWED FOR CODE COMPLIANCE OCCUPANT LOAD PER OSSC TABLE 2902.1 PP i MA ozbo 03; o "n B OCCUPANCY: TENANT SPACE: 19,518 SF O.r� �� 1 Q'�l TOTAL OCCUPANTS: 145 PERSONS ( c�0 ' Sheet Title: 1 73 MALE, 73 FEMALE Pemnit#a j ' J �-- v f� pwc..I4ANDDEVELOPMENT MERoa1.3 '�'I REQUIRED PROVIDED Address: _� `..L�. 1117' Cover Sheet X32 Suit*#i a. DSt 67532 LAVATORIES BP �A, Date: j_0 (?--(0k, 0770-182 044-90 011-45 ► MALE 1 3 132E '37E 117[I 1356 } � � • - FEMALE 1 3 !Decimal Room LJu- r a ; ,_ ; '�«" - WATER CLOSETS MALE 3 3 ,a t75 �� l ��E OFFICE COPY 1186 39 157 I 1162 I 02%29, n292-153 0204295 02:+8-297 02 2,1 6380361 0302-703 0304305 0306-307 o2�T,m: FEMALE 3 4 `' 0124171` 1 13:1. 167E 167A 1633 1654 ,5_'9 1050 /648 1840 1638 1534 - 03,8,329 a 3 URINALS 0 1 L 153 I ,' PE e��,- - i it-} �. •, ', r3 1aK SEA?II'ytt I. 1 a. I 1� �' 1 Ii123 i 156 .7-,,, ` 0105186-- ` - _ _ -- - - '. SINKS ory�E 3 025 I 49 - • ,52 E 1351 1-` �- t I 021-21 1334 IM' ll 1176 -� "� -----x-i_`� .3= J� � 031,312 Will0117-188 , ,M: ��.!+ A .,0117358 D 0313-31 o, ,w Ri 1 r,- — &i1 ❑3,a ,7a Revisions: ::0715318 130 0126129 I .- ` IDFF ICE 151 1 ' i"Y, —HI Mill 1660 017 20 , ____ ` '-- -;- - ,-ra-. r - , I 032,, . I r 1 PROJECT SITE r f 0191-192 �J - - 01316 li 1 012H25 1386 __ 0174837 of161T'i 018]168 1 1160 1108 q,;,/,.., � '� C3iS329 OTR6 En I 117 !ICJru7ulr 1 Ia=4i ..:f s,- '- -c• �dw� .,a_ .. . . la i . �'T // / ?� PuoTOCOF'1WiETC. �! s 0244242 - 7//////////////// y�YF � 0256259 025Sz5r 0252254 0246.2p 'R^�I r . 125 1 1 r J - -! ,S ' ; 04,2 /COMMON PATH OF 1784 .� � u- ---J L-- 1136 „341128 „24 • . _ , i -... 1213 / TRA V 37'--11 ,� p3263zr � 0269-271 �,28A I �. ', .' . - . , 110.4 t� , I ons23r = • { / / //{{//// ,150 (FE � t.• • _' . '1I 1._ �.11 ' 128 9 1 ,s..`✓.w • ” •7°:,'_11 • '". 05.8 12817 I-EXIT TRAVE _ DI TANC = 67 --8 -�aa. 026i'2�61 111 --- ' �: qp� p y yF�E SRI f[ 7 ozsaxs -426-426, F _ I IDE I'VE E L_J I �I I ICE ¢FFIGE . F 125 tza 123 1n et , "' J MILDREN NRDESIG ED GROUP, UP, P,C., 2016, ALL D39.102-101 .� Deferred Submittals - DH 6716119 0112-115 0 09411 _ 8104107 Q ',°II 1 yq, ;.eg . I I �- w THESE DRAWINGS ARE THE PROPERTY OF DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED M r'_ y MILDREN DESIGN GROUP, P.C., AND ARE " 5 NOT TO BE USED OR REPRODUCED IN ANY - - one-13,- DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM ` k MANNER, EXCEPT WITH THE PRIOR WRITTEN ,424 ,dm tn3n "-- ,976 1040. 1046 lose ,056 PERMISSION OF MILDREN DESIGN GROUP, P.C. (..f.--11 I1�I 0230.2 TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL ;� _ E , , E DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE r '-S Date: 26 October 2016 I�'clEPrtaN 1021 1131 figI ' � DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL .''.•'. , `7, 1' a' I+G `�. ~`.,�: Drawn by: Checked 02o,.�3 0204206 6287- 0214212 02,}2,5 0210-218 b173121 0121224 022i7I1 0238 THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. -i f.. . ;" by: -• " 1 r, 4 — NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT PEK DAV ifik Key Plan- Life Safety Plan COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING At Vicinity Map Job Number: 116120 1. MECHANICAL 2. ELECTRICAL No Scale Sheet 0 4 8 16 32 3. LOW VOLTAGE MP Construction Documents - October 2016 AO Keynotes CD,'-' B C 1. WALL TO EXTEND ABOVE CEILING, TYPICAL • 2. INTERIOR GLASS PARTITION SYSTEM 3. STRUCTURAL COLUMN MILDREN DESIGN GROUP, P.0 4. ALIGN WITH EXISTING WALL ARCHITECTURE • SPACE PLANNING 5. PROVIDE ELECTRICAL AND DATA OUTLETS AS REQUIRED, 38'-0" 38 -0 X TYPICAL OF ALL SPACES - CONTRACTOR TO COORDINATE 7650 S.W. Beieland, Suite 120 1/\ WITH OWNER Tigard, Oregon 97223-8692 • 6. AREA OF NEW CEILING GRID AND TILES - ALIGN GRID AS (503) 244-0552 REQUIRED TO MATCH EXISTING - INSTALL NEW CEILING TILE TO MATCH EXISTING • I I 7. ALIGN NEW WALL FRAMING WITH EXISTING COLUMN - PROVIDE CONTINUOUS GYP BOARD ALONG WEST FACE OF WALL ri: - 8. CONTRACTOR TO COORDINATE WITH THE TENANT TO PROVIDE BLOCKING IN WALLS WHERE REQUIRED FOR FUTURE WALL O C---)) MOUNTED EQUIPMENT, CASEWORK, ETC (NOT INCLUDED IN I THIS SCOPE OF WORK) 0 -.."•• 4_,Ii 0-1 _____,, log" 15'-10" 5'-7" 31'-6i" 7, O_ 1, 0„ 1 `_`J 1 (/(iiZD _ ,�"�` I dED _ ,.r Oil O p n 1 N r� A Ilrrri1111I iEilMrrrr iiililIIIFIFiMirIIII1 111IIIIII ILII . . 1I III 111111111 III - ,____ CD 0 tiO ilt , N71 "A 0-71 CO F RENCE ROOM 102 10,,,,___ 0 102 CONFERENCE ROOM 101 X 04 BD CY 455 �� . 101 0 ~� 502.96 S.F. UANTRD QREGONrJ= y CEJ B - Finish Schedule .„0 /15 = 33.53 I - „ ,3- 279.3 BD S.F.Y I _ C2--\ I EXITS 1 1l'A ') /15 = 18.62 i - ROOM NAME OF O -t' © B:EXITS 1 - ©O —,. Floor Finish - A4BB9 A. SEALED CONCRETE ` 5 0 — B. WOOD PLANK Client: I - I C. SHEET VINYL _ 0 CO _ © �, D. VCT Cognex X. EXISTING TO REMAIN -- .L 4. Base Corporation - N 3'-0” 0 0 NO BASE Portland 7'-6" 15'-Ia" I 4" RUBBER BASE / in 6" RUBBER BASE l i 11_6I I I II _ II - , I !TT 1_11_9 ,L 1.) ir------I-i X. EXISTING TO REMAIN OO ( (f) Wall Finish 15865 SW 74th Avenue #105 A. EXPOSED CONCRETE Portland, Oregon B. GYPSUM BOARD AND PAINT C. GYPSUM BOARD AND PAINT AND PLASTIC LAMINATE WAINSCOT UP TO 4'-0" AT WET Project: - WALLS WITH ALUMINUM TRIM I I D. GLASS PARTITION Tenant X.+ EXISTING TO REMAIN Ceiling eiling Finish Improvement �� Partial Floor Plan SEE SHEETS 1 THROUGH 9 — RIVER CITY GLASS -- COGNEX CONFERENCE ROOM — A. EXPOSED STRUCTURE FOR PARTITION ELEVATIONS AND DOOR SCHEDULE �A+l B. GYPSUM BOARD AND PAINT 0 1 2 4 8 C. SUSPENDED ACOUSTICAL - TEE BAR X. EXISTING TO REMAIN Ceiling height 15865 SW 74th Avenue *105 8 $,_0„ Portland, Oregon X. EXISTING TO REMAIN Y. HEIGHT TO MATCH EXISTING Sheet Title: • Floor Plan and Details --SEE STRUCTURAL DRAWING Revisions: FOR BRACING DETAILS • SUSPENDED CEILING / _ ____r .% i!1:::1:::1:] :::, -.III, '::: _L „ s . 5/8" GYPSUM BOARD EACH SIDE SECURE TO STUDS a WITH TYPE 'S' SCREWS AT 5" - 7" 0/C -: Oplir _.: BATT INSULATION MILDREN DESIGN GROUP, P.C., 2016. ALL RIGHTS RESERVED STUD WALL, SEE STRUCTURAL THESE DRAWINGS ARE THE PROPERTY OF '`1 DRAWING FOR STUD SIZES, MILDREN DESIGN GROUP, P.C., AND ARE t SPACING AND DETAILS NUCED IN ANY MAT TE ANER,BEXEPPTT WITH THE OR �PRIOR WRITTEN T' � ;:1 PERMISSION OF MILOREN DESIGN GROUP, P.C. Date: 26 October 2016 4" RUBBER BASE. -0-- - - TYPICAL Drawn by: Checked by: PEK DAV 2 Non-bearing partition wall through SAT Job Number: 116120 Al 3"=7'-O" Sheet Nan-bearilg partition roll through SAT caging ceiling Construction Documents - October 2016 Al 7-1 FLOOR FRAMING PLAN NOTES: ... 1. REFER TO STRUCTURAL GENERAL NOTES ON S1.0 FOR M1LDREN DESIGN GROUP, P.C. STRUCTURAL GENERAL NOTES ADDITIONAL REQUIREMENTS. ARCHITECTURE - SPACE PLANNING 2. REF. ARCH. FOR DIMENSIONS, ELEVATIONS & FINISHES, TYP. 7650 S.W. Beveland, Suite 120 SCOPE OF WORK: CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL Tigard, Oregon 97223-8692 THE SCOPE OF WORK CONSISTS OF INSTALLING THE FOLLOWING NON-STRUCTURAL DIMENSIONS. Voice: 503-244-0552 PARTITIONS WITHIN THE EXISTING BUILDING FOR NEW CONFERENCE ROOMS: Fax: 503-244-0417 • LIGHT GAUGE METAL STUD WALLS. B CI • GLASS WALLS DESIGNED BY OTHERS. THESE NEW WALLS WILL BE SUPPORTED BY THE EXISTING SLAB ON GRADE AND WILL BE 38'-0" BRACED AT THE TOP TO THE EXISTING ROOF STRUCUTRE WHICH CONSISTS OF PLYWOOD AA1 afghan associates,inc. SHEATHING SUPPORTED BY 2x SUBPURLINS, OPEN WEB STEEL JOISTS AT APPROXIMATELY 8 FT ON CENTER AND OPEN WEB STEEL GIRDERS. NO GRAVITY LOADS WILL BE IMPOSED ON THE ENGINEERING EXISTING ROOF STRUCTURAL ELEMENTS FROM THESE NEW WALLS. I1 k '04 I FRAMING KEYNOTES: 0--- 4875 SW Griffith Detre 1 Suite 3001 Beaverton,OR 197005 503.620.3030 tel 1503.620.5539 fax 1 www.aaieng.com CODE: 1. 400S125-27 STUDS @ 24"O.C. MAX. THE STRUCTURAL DESIGN IS INTENDED TO CONFORM TO THE REQUIREMENTS OF THE 2012 OO INTERNATIONAL BUILDING CODE (IBC)AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC). 4 — 2. FULL HEIGHT GLASS DESIGNED BY OTHERS REFERENCED STANDARDS: 4 2 LOADS ASCE 7-10S1.0 0 CONCRETE ACI 318-11 ,2, i 2 2 LIGHT GAUGE METAL AISI S100-07/S2-10 S1.0 S1.0 WOOD AF&PA NDS-120 CONSTRUCTION: au T u R q THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THE 0 0 _ g Q,ED PRO,c OTHER PROJECT DRAWINGS, SUCH AS ARCHITECTURAL AND MECHANICAL. NON-STRUCTURAL - �5�',G,I N FF S/O FEATURES NOT FULLY SHOWN OR NOTED IN THE STRUCTURAL DRAWINGS MAY INCLUDE, BUT o4 `o 83 91 ARE NOT LIMITED TO ARCHITECTURAL FEATURES SUCH AS SIZE AND LOCATION OF DOOR AND cc 2 WINDOW OPENINGS, NON-BEARING PARTITIONS, CONCRETE CURBS, FLOOR DRAINS, SLOPES, S1.0 Fl. ^ a-.-se rte / A. DEPRESSED AREAS, FLOOR AND ROOF OPENINGS AND MECHANICAL, PLUMBING,AND -‘ - Pi= - i OREGON ELECTRICAL FEATURES SUCH AS PIPE RUNS, SLEEVES,TRENCHES, AND CONDUIT BOXES.THE Grp • 10, Z N. CONTRACTOR SHALL COORDINATE ALL DRAWINGS IN THEIR WORK, AND INFORM THE NE OF 40 G• coS ANY DISCREPANCIES. NOTES CONTAINED IN THE PROJECT DRAWINGS AND DETAILS TAKE PRECEDENCE OVER THESE GENERAL NOTES. EXPIRES: 12/31/17 THE CONTRACTOR SHALL COORDINATE CODE-REQUIRED SEISMIC RESTRAINT FOR ARCHITECTURAL ELEMENTS (CEILINGS, NON-LOAD BEARING WALLS, ETC)AND MECHANICAL_ AND ELECTRICAL EQUIPMENT(PIPING, UNITS, DUCTS, ETC). THIS BRACING MAY CONFORM TO —fir , Owner: 0 — — — —_ a n '� u a r "SMACNA", "NWCB" OR ANY CODE-COMPLIANT STANDARD. ALTERNATIVELY,THE BRACING MAY BE ENGINEERED BY OTHERS. Cognex WORK SHOWN IS NEW UNLESS NOTED AS EXISTING. EXISTING CONSTRUCTION SHOWN ON THE Corporation DRAWINGS HAS BEEN OBTAINED FROM LIMITED SITE OBSERVATIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND ALL EXISTING JOB CONDITIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE A/E OF ANY DISCREPANCIES AND Port land EXCEPTIONS FROM CONDITIONS SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK IN ORDER FOR THE A/E TO DETERMINE WHICH SHALL GOVERN. SHOULD ANY `\ 1 PARTIAL PLAN DISCREPANCIES BE FOUND IN THE CONTRACT DOCUMENTS, IT WILL BE ASSUMED THAT THE CONTRACTOR HAS INCLUDED THE HIGHEST PRICE ALTERNATIVE FOR COMPLETING THE WORK, , S9.0 SCALE: 1/8"= 1'-0" UNLESS THE DISCREPANCY WAS POINTED OUT PRIOR TO THE BID, IN ORDER FOR THE NE TO _ 15865 sw 74th Avenue *105 DETERMINE WHICH GOVERNS. CONFLICTS IN THE CONSTRUCTION DRAWINGS WILL NOT BE A NORTH Portland, Oregon BASIS FOR AN ADJUSTMENT IN THE PROJECT PRICE. THE REMOVAL, CUTTING, DRILLING ETC. OF EXISTING WORK SHALL BE PERFORMED WITH CARE IN ORDER TO NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. IF STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL OR ARCHITECTURAL FEATURES NOT INDICATED FOR REMOVAL INTERFERES WITH Project: THE NEW WORK, THE NE SHALL BE NOTIFIED IMMEDIATELY AND APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OF MEMBERS. THE CONTRACTOR SHALL REPAIR ALL DAMAGE CAUSED DURING CONSTRUCTION USING MATERIALS AND WORKMANSHIP SIMILAR TO THAT Tenant WHICH HAS NOT BEEN DAMAGED. DESIGN LOADING CRITERIA: Improvement THE STRUCTURAL DESIGN IS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE INTERNATIONAL BUILDING CODE. LATERAL: LIVE: UNIFORM 15865 SW 74th Avenue *105 NON-STRUCTURAL PARTITIONS 5 PSF Portland, Oregon COLD-FORMED STEEL: (3)#8 SMS, TYP. COLD-FORMED STEEL MEMBERS SHALL BE S-SECTIONS WITH A MINIMUM YIELD OF 33 KSI. STUDS SHALL BE OF THE SIZE, GAUGE, AND SPACING SHOWN ON THE DRAWINGS. MINIMUM _ Sheet Title: SECTION PROPERTIES SHALL CONFORM TO SSMA GUIDELINES. ONLY MANUFACTURERS WHO 1 •� • ARE MEMBERS OF SSMA WILL BE ACCEPTED OR AS APPROVED BY ENGINEER OF RECORD. / Structural TRACKS SHALL BE OVERSIZED WITH 1.25" MINIMUM FLANGE TO PROVIDE FULL STUD BEARING. Wale y�--. N _• TRACKS SHALL BE OF THE SAME GAGE AND MINIMUM YIELD STRENGTH AS THE STUDS. • SCREWS SHALL BE PRIMESOURCE PRO-TWIST MARKER&DARTS, ITW BUILDEX TEKS, GRABBER • EXIST. WOOD (� n r 1 N WAFER HEAD DRILLER (HYDROGEN EMBRITTLEMENT PROTECTED)OR AS APPROVED. SCREWS EXIST. WOOD SUBPURLIN �.�1 e e a OteS, SHALL BE INSTALLED THROUGH THE THINNER STEEL PART FIRST(SCREW HEAD AGAINST • SUBPURLIN • f THINNER GAUGE STEEL), UNLESS OTHERWISE NOTED. 2x4 DF-L#2 W/A34 k 1TYP TRIM (1) BRACE STUD Partial Plan & 1 AT CONNECTION, TYP. EA. SIDE, EA. END CONNECT ALL DOUBLE STUDS AND BUILT-UP MEMBERS WITH A MINIMUM OF(2) ROWS OF NO. 8 Detail SCREWSAIAT 12"O.C. SECURE ALL STUD FLANGES TO TRACKS WITH A NO. 8 SCREW EACH PERPENDICULAR TO EXISTGE. . SUBPURLINS PARALLEL TO EXIST. SUBPURLINS A 0 CONNECTIONS OF NON-STRUCTURAL WALLS TO CONCRETE SLABS SHALL BE MADE WITH HILTI X-GN FASTENERS (0.118" DIAM.)WITH 1" EMBEDMENT AT 12"ON CENTER SPACING WITH A 2" MINIMUM EDGE DISTANCE, UNLESS OTHERWISE NOTED. TRIM FLANGES&BEND WEBS W/(2)#8 SMS EA. SAWN LUMBER: WEB TO TOP TRACK I Revisions: LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD (2)4005162-33 BACK TO BACK WI(2)#8 PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE MARKED AND SHALL BE THE - SMS @ 12"O.C. PROVIDE BRACING AT SPECIES AND GRADE NOTED BELOW, UNLESS NOTED OTHERWISE IN THE DRAWINGS: ii w v ENDS OF WALL&8'-0"O.C. MAX. IN7 = Q BETWEEN. Fb(PSI) cl- USE GRADE (BASE VALUE) CEILING, TYP.WHERE- ' 400T125-27 TRACK WI#8 SMS I JOISTS, PLANKING, AND BLOCKINGEA. FLANGE T& Br 2"TO 4"THICK, 2"AND WIDER DOUGLAS FIR-LARCH NO. 2 900 OCCURS STUDS PER PLAN MAXIMUM MOISTURE CONTENT OF WOOD SHALL BE 19% OR LESS FOR FRAMING MEMBERS 2" lit TO 4"THICK UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS. i P.A.F. PER GENERAL NOTES • • BRACING. SEE i l WOOD SCREW LEAD HOLES SHALL BE PRE-BORED WITH A DIAMETER OF 70% OF THE ROOT I STUD WALL ; L DIAMETER OF THE SCREW. LUBRICATE WITH SOAP AS NECESSARY TO EASE INSTALLATION. ?- \\._- i i EXIST. SLAB-ON-GRADE rt� SCREWS SHALL BE SCREWED IN PLACE AND NOT DRIVEN INTO PLACE. 7i GLASS MULLION - S1.0 DESIGNED BY OTHERS v AA ENGINEERING. INC., 2016 ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER a 4 : -- r ^1 ALL RIGHTS RESERVED® INDICATED ON THE DRAWINGS(BOX NAILS SHALL NOT BE USED). NAILING NOT SHOWN SHALL . d , t l BE AS INDICATED ON IBC TABLE 2304.9.1. NAILS TO PRESURE TREATED WOOD SHALL BE - I I • THESE DRAWINGS ARE THE PROPERTY OF AAI ENGINEERING, INC., AND ARE NOT GALVANIZED. PREDRILL NAIL HOLES TO 75% OF THE NAIL SHANK DIAMETER WHERE NAILS II TO BE USED OR REPRODUCED IN ANY TEND TO SPLIT WOOD. TOP OF GLASS BRACING STUD WALL 1 MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF AAI ENGINEERING, INC. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY 2 TYPICAL INTERIOR STUD WALL & BRACING OF GLASS WALL I I I Date: 26 October 2016 SIMPSON COMPANY(OR APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. INSTALL ALL FASTENERS CALLED OUT BY THE PRODUCT MANUFACTURER UNLESS SI.0 CONTIN/17810002 EMO SCALE: 1 1/2"= 1'-0" •G Drawn by: Checked by: 6 NOTED OTHERWISE ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE — — EMO UGC RECOMMENDED FOR MEMBER. KEYPLAN Job Number: A 16178 Sheet of: Permit Submittal - October 2016 S1 .0