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Plans (6) BL P2015 00292 AVID #4212 TARA W. LUND JLJ PQR1UM, OR OF AF) Sl< )( Fil (:3 1 14 RECEIVED OCT 14 2015 TIGARD , OREGONCITY OFTIGARD UILUING DIVISION ROBINSON FAMILY TRUSTOWNER 21360 NW AMBERWOOD DR V) HILLSBORO, OREGON 97124 W TELEPHONE: 503.645.8531 FAX: 503.645.5357 W Q � o � o � W 0 TO BE DETERMINED CONTRACTOR CIDA, INC. ARCHITECT t 15895 SW 72ND AVE, SUITE 200 CONTACT: TARA LUND PORTLAND, OREGON 97224 TELEPHONE: 503.226. 1285 FAX: 503.226. 1670 UIN T E RI 0 R S SKY HIGH SPORTS PORTLAND LLC TENANT 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 11131 SW GREENBURG RD CONTACT: BRIAN DELLER TEL : 5 0 3 . 2 2 6 . 1 2 7 5 FAX 5 0 3 2 2 6 1 670 TIGARD, OREGON 97223 WWW . CIDAINC . 00M TELEPHONE: 425.359.5280 oUj M ++ W 0) W PROJECT SITE PROJECT SITE CrrYOFTIG� o z z o ,� REVIEWED FOR CODE COMPLIANCE a L LJ O U- '+ Approved: [ : LAJ L� � o J � �� � OTC. La co z �, g m .�, _ —� +�_ w Address: (� C '� � ,(,,., � w + v� 5 .. Suite#: CL > w �` IH- o ++o- .'.. o.. M am W = Z ++ ■ 1 By: Date: p r v cn a Q + y . 12- W M SW NORTH DAKOTA ST P�`' SW NORTH DAKOTA ST ��Fj��'�j C��Y U ems- 1 10.09.15 PERMIT SETTI ® ■ ® ® �� Q� + ■ E 0 N O LEGAL DESCRIPTION N VICINITY AP 2 SITE MAP TAX MAP & LOT#: 1 S 1356C #1100 CS NO SCALE CS NO SCALE 0 m 3 PROJECT DESCRIPTION s COVER SHEET N WORK INCLUDES MODIFIED TRAMPOLINE PLATFORM FRAMING AND NEW PARTIAL E HEIGHT WALL. FOR A FULL SCOPE OF WORK SEE PREVIOUSLY PERMITTED DRAWINGS. usl a JOB NO. 150187.01 -o ©2015 CIDA, P.C./CIDA ALL RIGHTS RESERVED 0 w LEGEND CODE SUMMARY - FOR REFERENCE ONLY CODE SUMMARY (CONT'D) a EGRESS PATH 2014 O.S.S.C. BASED ON 2012 INTERNATIONAL BUILDING CODE FIRE PROTECTION INCREASE ~ #4212 T W. LUND EXIT INDICATES EXIT SIGN LOCATION CONSTRUCTION TYPE III-B, SPRINKLERED Is = 300% PER SECTION 506.3 (E) 6" CONCRETE TILT WALL OCCUPANCY GROUP A-3 RECREATION ASSEMBLY AREA MODIFICATIONS FOR A-3 PORTLAND, OR (N) PARTIAL HEIGHT INTERIOR WALL M MERCANTILE Aa = At + (At X If/100) + (At X Is/100) '��(� BUILDING HEIGHT & AREA: Aa = 9,500 + (9,500 X 75/100) + (9,500 X 300/100) `�� (E) INTERIOR WALL Aa = 45,125 SF BASIC ALLOWABLE AREA PER TABLE 503 GROUP A-3 9,500 SF GROUP M 12,500 SF AREA MODIFICATIONS FOR M BASIC ALLOWABLE HEIGHT PER TABLE 503 GROUP A-3 2 STORIES / 55 FEET Aa = At + (At X If/100) + (At X Is/100) OCCUPANT LOAD KEY: GROUP M 4 STORIES / 55 FEET Aa = 12,500 + (12,500 X 75/100) + (12,500 X 300/100) Aa = 59,375 SF MERCANTILE<--OCCUPANT TYPE 2,131 SF I<---ROOM AREA ACTUAL BUILDING AREA PER OCCUPANCY (GROSS SF) <---NUMBER OF OCCUPANTS YARD SEPARATION OVER 30 FEET 4 SIDES 71 OCC A-3 OCCUPANCY 44,376 SF FRONTAGE INCREASE M OCCUPANCY 24,641 SF If = 100 (F/P - 0.25) W/30 TOTAL 69,017 SF If = 100 [1090/1090-0.25]30/30 ACTUAL BUILDING HEIGHT 1 STORY, 22'-10" If = 75% cn UNLIMITED AREA BUILDINGS (SECTION 507) B, F, M, OR S OCCUPANCY ALLOWED PER 507.3 a A-3 OCCUPANCY ALLOWED PER 507.7 w SEPARATION REQUIRED (OSSC 508.3.3.4) Q T ALLOWABLE AREA ° m EACH OCCUPANCY MEETS AREA MODIFICATIONS FOR INDIVIDUAL OCCUPANCY CLASS BUT c� THEY ARE REQUIRED TO BE SEPARATED WITH FIRE BARRIERS PER OSSC 508.3.3.4.1 & w o 6" EXIT WIDTH 36" EXIT WIDTH 706.3.8. rn 1 0 ® 0.20" PER ® 0.20" PER 36" EXIT WIDTH a CC = 180 � 3 4 5 6 7 8 9 OCC = 180 MA 10 11 12 13 14 ® 0 15" PER 15 REQUIRED SEPARATION OF OCCUPANCIES BASED ON TABLE 508.3.3 BETWEEN A & M 1-HR SEPARATION REQUIRED OCCUPANTS OCCUPANTS OCC = 240 MAX o I _.* ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I I OCCUPANTS EXISTING TENANT DEMISING WALLS WERE PREVIOUSLY PERMITTED AND ARE 1 HR RATED r, ���,�,• >�%- �' A ALLOWABLE HEIGHT ❑ I I I i I �I . EXIT EXIT NO OCCUPANCY EXCEEDS THE BASIC ALLOWABLE HEIGHT IN FEET OR STORIES EXIT ! I�. .I IJ . -I- l ,I_ ( .� ..l.l I- - t.�. �,.�. : / I U . CHAPTER 6 TYP OF CONSTRUCTION SECTION 602 CONSTRUCTION CLASSIFICATION _ CONSTRUCTION TYPE III-B, SPRINKLERED NO CHANGES PROPOSED TO TYPE OF CONSTRUCTION. C APTER 10 DEANS OF EGRESS B -~ I ■ I -- ■ \ OCCUPANT LOAD FACTORS TABLE 1004.1.1 ' "rug ■ -= I I ■ `'' BUSINESS AREAS 1 OCC/100 SF ■ i I _ ■ MERCANTILE - GRADE FLOOR AREAS 1 OCC/30 SF , + -- MERCANTILE - STORAGE AREAS 1 OCC/300 SF 1[II_JIJ.LIC[Tll_1[1J�1 J l[II:[-111_l JJJlall[[J[I1._[I11Ja1lILiJlll� �� �' RETAIL __ EGRESS COMPONENTS (STAIRS, HALLS, CORRIDORS, El'C,) & TOILET FACILITIES DO NOT ARCHITECTURE ■ I 106 CONTRIBUTE TO BUILDING OCCUPANCY ° ° / ■ ° MERCANTILE GRADE C C ° ° e ■ / ■ 1365 SFJ BULK SALES TENANT 60 OCCUPANTS ■ ! = _= :-� I ■ 46 OCC INDOOR ENTERTAINMENT TENANT 877 OCCUPANTS . ® ( I I I ■ SALES-ORIENTED RETAIL TENANT 86 OCCUPANTS ® _ a■ ■ ■ ■ ■ ■■ ■■ ■■ ■ ■ ■ ■ ■ ■■ ■■ ■o' _ �- WAREHOUSE EGRESS WIDTH (OSSC 1005.1) 15895 SW 72ND AVE SUITE 200 F - 102A STAIRWAYS 0.30 INCHES PER OCCUPANT PORTLAND. OREGON 97224 MERCANTILE STORAGE -mtx= ,a. OTHER EGRESS COMPONENTS 0.20 INCHES PER OCCUPANT TEL 5 0 3 2 2 6 1 2 a 5 EXISTING INDOORAREA OF WORK 7400 SF F A X : 5 0 3 . 2 2 6 . 1 6 7 0 D ENTERTAINMENT TENANT CLJ -- D wwwcIDAINccoM� 25 OCC EXERCISE RM MEANS OF EGRESS ILLUMINATION (OSSC 1006) 3,862 Sq ILLUMINATION LEVEL (OSSC 1006.2) 877 OCC ❑ MINIMUM 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL E=_ _ I �I , ILLUMINATION EMERGENCY POWER (OSSC 1006.3) �y77 /7 ,7.,� T ,i; EMERGENCY POWER SHALL BE PROVIDED FOR A DURATION OF 90-MINUTES BREAK ROOM 1 105 MINIMUM AREAS REQUIRED TO BE ILLUMINATED BY EMERGENCY POWER 158 SF ° E - CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IT I I EXISTING KAYU ///// //////////////�/////////// /%/ I 2 OCC OPEN OFFICE - INTERIOR EXIT DISCHARGE ELEMENTS % - I %/ - EXTERIOR LANDINGS WAREHOUSE BUSINESS / OFFICE 808 SF EMERGENCY POWER PERFORMANCE (OSSC 1006.4) MERCANTILE STORAGE /j/j/////////// / i r -" - — -- 104 --� 36 EXIT WIDTH INITIAL ILLUMINATION; 1 FOOT-CANDLE AVERAGE W/ 0.1 FOOT-CANDLE MINIMUM AT ANY POINT 13,733 S I ///////////////�j� j j j I _. �--� 158 SF 9 OCC I p 0.15" PER AT FLOOR LEVEL I O 0 ///� ////////;; / - f—=1 - W �-,OCC = 240 MAX 0 ■■ LY_ M 46 OCC --- , ,//// /1 _ i 2 OCC X.//'/� j/ I G=� I OCCUPANTS END OF EMERGENCY LIGHTING PERIOD; 0.6 FOOT-CANDLE AVERAGE W 0.06 FOOT-CANDLE / ///// , _ J MINIMUM AT ANY POINT AT FLOOR LEVEL / N OFFICE / / FLd 103 j/ EXIT SIGNS (OSSC 1011) z /// ji% r==- 152 SF --� _ 2 OCC i SEE 1/A1.0 AND 1/A2.1 FOR LOCATIONS OF EXIT SIGNAGE W ■ ® ■ ■ ■ ■ ■ ■ ip ■ ■ ■ ■ ■ ■ ®* m /////////// - Ill 1n II II] I ILLUMINATION (OSSC 1011.2) O Z Z / // -- ///x"//// /////!i/j --- - ----- ---- / % i/j/j///,;•// __ [JL u U ® I ® EXIT SIGNS ARE REQUIRED TO BE INTERNALLY OR EXTERNALLY ILLUMINATED W Q /r//// •// / - = i ® EXIT ACCESS TRAVEL DISTANCE (OSSC 1016) La W — %%%��//�i//// •/ - I �I �I I I I I I I. I h� I Ir I ■ /// //�//;�/////•/ I I I I -_I --J MAX 250'-0" FOR GROUP M OCCUPANCIES IN A BUILDING EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM (TABLE 1016.1). U � III I ► .� !1/�li��Lu�1%!1 �� I I I LiI I _ I ■ NUMBER OF EXITS AND CONTINUITY (OSSC 1021) J AREA OF WORK —■ 1 ® NUMBER OF EXITS REQUIRED (TABLE 1021.1) 1-500 OCCUPANTS, MIN 2 EXITS p„ V ! I I I I I I I I I I ! I 1;- _- ■ I 3611 EXIT WIDTH ® NUMBER OF EXITS PROVIDED 4 EXITS - -I- - w @ 0.15 PER ® U _ I T_ - -- _T - - -I-- - - I - - -T -_ - ^I-- - -- T -- - -i - -- -I- --- I OCC = 240 MAX CHAPTER 13 ENERGY EFFICIENCY - I- - - -r I .- ® M OFFICE I ! I i I f ■ I OCCUPANTS ® SECTION 502 BUILDING ENVELOPE REQUIREMENTS w 104 --_. _ - I ■ SPECIFIC INSULATION REQUIREMENTS (PRESCRIPTIVE) PER TABLE 502.2(1) BUSINESS -- ■ OPAQUE ROLL UP OR SLIDING DOORS SHALL HAVE A MAX U-0.5 H 0191 115 SF ---- - -)- - - }- - - -I - - -{- - - - - -} - - - I- - - {- - - -I - -- --{- - - ;- - - -} - - -(- - - - ■ H FENESTRATION (PRESCRIPTIVE) PER TABLE 502.3 2 OCC -- - 1■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ e ■ ■ ■ ■ ® I ( I I ! I I I I I I I I L METAL FRAMING WITH THERMAL BREAK - STOREFRONT SHALL HAVE A MAX U- 0.45 OFFICE �_ - -I- __ - L _ - _L - - _I_ __ - L.. - - _1 - VERTICAL FENESTRATION MAXIMUM AREA SHALL NOT EXCEED 30%, PROPOSED TOTAL VERTICAL BUSINESS __ I I l I I I I I I I I I I I =_ -I ME 401 RM FENESTRATION IS 8% (1,974 SF/24,312 SF). 115 SF ! ! I I I I I I ! I 1 I Imo__ . ACCESSORY DESIGN BUILD SUB CONTRACTORS ARE RESPONSIBLE FOR OEESC INTERIOR LIGHTING AND N 2 OCC = �TI i i i i I I I — 103 SF MECHANICAL CODE COMPLIANCE. EXIT _ I(1TI(ff IMITT 17 h ITTI I I i! ' ITT(Ii11 U U1 f(>l illl>`H 1111 1111(1 71 MIH i i I I�(1(1Tl�IT11Tf I I�f ITI i I1il(ill iTj!(1TI lT(ITf 1ITT!ITII f(TI 11�I MIS?1 i(fi i I i -= EXIT 0 OCC �I ❑ 1111j ' _ In III I.I. I I I , 1111 I. ,III I I { I I I. I III I I 1 I I I i 11 I I L,I ,I I ► +I CHAPTER 29 PLUMBING SYSTEMS J I I I I I I I I U SECTION 2902 NUMBER OF FIXTURES J PLUMBING FIXTURES (TABLE 29-A) OFFICE 102 1 EXISTING BULK SALES TENANT - M OCCUPANCY: NO CHANGES PROPOSED 3. 36" EXIT WIDTH BUSINESS 72" EXIT WIDTH 2 W/C AND 2 LAVS PROVIDED 12 ® 0.15 PER 127 SF 3 4 5 6 7 8 9 10 1 i ® 0.15" PER 12 13 14 15 � r OPEN OFFIC OCC = 240 MAX 2 OCC OCC = 480 MAX EXISTING INDOOR ENTERTAINMENT TENANT - A-3 OCCUPANCY: NO CHANGES PROPOSED FIRE & LIFE SAFETY 101 OCCUPANTS OCCUPANTS 8 W/C AND 6 LAVS PROVIDED MERCANTILE GRADE E 215 SF EXISTING SALES-ORIENTED RETAIL TENANT - M OCCUPANCY: NO CHANGES PROPOSED a 0 8 OCC 2 W/C AND 2 LAVS PROVIDED FLS1 NORT1-I MASTER FLS PLAN - FOR REFERENCE ONLY JOB N0. 150187.01 g LS 1/16" = 1'-0" © 2015 CIDA, P.C./CIDA ALL RIGHTS RESMO v 0 w m o Cl. 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OF FLOOR PLAN KEYNOTES �1 L�' 1 HANDRAILS TO COMPLY WITH OREGON BUILDING CODE SECTION 1012 -- SEE 4/A1.1 2 ALIGN NEW WALL WITH EXISTING 3 NEW STAIRS TO REACH RAISED PLATFORM -- STAIRS TO COMPLY WITH OREGON BUILDING CODE ... N PLASTIC LAMINATE COUNTER TOP TO j// 20,_x» I I _ 4 (E) STAIRS TO REMAIN AND/OR REBUILT TO COMPLY WITH OREGON BUILDING CODE 2'-0 MATCH (E) - -. _- --/ // /// r/ /- T - 1 --- - 5 NEW 2.5" THICK FOAM FLOOR MAT PAINTED GYP. BOARD TO MATCH (E) _0 6 NEW PLATFORM -- SEE S1.1 FOR STRUCTURAL FRAMING L 3x3x1/8" SECURE TO FLOOR 91, WITH (3) 1/2" EXP. ANCHORS TO - WOOD STUDS WITH (4 8 SMS , , 8'-0 r \ / 1t ' 1 1 ,' %,� 1 4X4 WOOD GUARDRAIL GUARDRAIL PANEL W E PREFABRICATED METAL WOOD STUD PARTITION PER PLAN I I I I SUPPORT 4' 0 O.C. MAX. / 4 RUBBER BASE ( ' 1 !i // ATTACHED TO STRINGER TABS & BOTTOM T cn AB 0 B 0 A L ' I.I �'j'`�; I 4 3' r/, Ari,,' W/THRU BOLT EACH END. ATTACHED TO �- �, I- j f �/ 1 t % 9 ' ; GUARDRAIL POSTS —a ATTACH STUD TO FLOOR WITH o / r// o 0 0 3 8" X 2-1 2" EMBED ' % f'�/' `� 1; , j',; / W/LAG BOLTS I SIMPSON TITAN/HD SCREW �/ '1 ANCHORS AT 4'-0- (MAX) O.C. SII it I AND AT CORNERS AND ENDS ---------- 1 1/2" STEEL PIPE w HANDRAIL WHERE OCCURS SEE PLANS. ATTACH o W BRACKETS TO WOOD o 0 I 12'-6„ 8 -0„ ( � _ ;� GUARDRAIL SUPPORTS W CD -- �� In NORTH \\ In 1 PREVIOUSLY PERMITTED PLATFORM 2 ALL TYPEENLARGED FLOOR PLAN —" 1'-0' 2X WOOD TREADS & MIN. RISERS W/ EXTERIOR Atl 1/16" = 1'-0" A1.1 3/4" = 1'-0" A1.1 1/8" = 1'-0" CARPETING 4 5 6 7 8 9 10 11 12 13 1'4. 15 a Ar -=-- --, i--- /, „ I - __ _ MIN. MIN._ L Qo I �_�►� Ii _ LIL I ► I�_ , ►>1 fi i .. itLr- „ 0 -- - �. ---------------- — gg / -- ---- V - - -------- r — -- — + B tD Z + ri �jj >< ARCHITECTURE - i //� - -------- —_ __- -_ 1 0 o ENGINEERING 1 % / o CD Li- 15895 SW 72ND AVE SUITE 200 j�j 101 o C PORTLAND, OREGON 97224 1 / 1 __ TEL : 503 . 226 . 1 285 670 1 1 W WXW . C I D A I N C .1 C 0 M 1 1 2X12 NOTCHED STRINGERS 4T:7 STUD WALL, PER PLAN I-- 4'-0" O.C. MAX ATTACHED TO WOOD GUARDRAIL SUPPORTS PLATFORM AREA OF WORK I , -- LAG BOLT TO POST AND 1/2-0 3 t_� Q EXP BOLT TO (E) CONCRETE �q{ STAIR SECTION A1r1 3/4" = 1'-0" DTL-023 I---r --- - - - 3:1 1 1/2" 0 STEEL PIPE HANDRAIL, WHERE OCCURS SEE PLANS ,�// trx;/// �` /i/ii, i I f'i/i/i//� /j// ///i/i/i/ii ( I , ir! I ` �iI I e E ATTACH W/BRACKETS TO WOOD( I � II o////// / I //%j. GUARDRAIL SUPPORTS i L`" PARTIAL HEIGHT WALL N AREA 0 F W 0 K t� 2X WOOD TREADS & RISERS %��'' W W/ EXTERIOR CARPETING W m 0 Z mmm rmmmmm ® ® ® ® ® �.1.� O CL i 1 YLi W i I ------ � —� A I � o0 to CID /////// n���n nen 1 if -t , , 2 5 _ _ _ v 11,.._. 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MAX ATTACHED TO al of `V WOOD GUARDRAIL SUPPORTS 4 5 6 7 8 9 10 1 1 12 13 14 15 LAG BOLT TO POST AND 1/2"0 EXP BOLT TO (E) CONCRETE NORTH 11 FOAM FLOORING DETAIL 12 STAIRSECTION JOB No. 150187.01 FLOORPLA ©2015 CIDA,PC./CIDA ALL PoGH15 RESERVED r 3/4" 1'-0" 3/4" = 1'-0" DTL-023 4r 5' h