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Plans (18) IA) 3v 54) 4M 0-7 S/ PO 8E PADDLE PALACE - SUITE B TENANT IMPROVEMENT 4 I PROJECT INFORMATION OWNER l A BUILDING ADDRESS: 12230 SW MAIN STREET,TIGARD OREGON 97223 � P`? rn C PADDLE PALACE TABLE TENNIS �" r i F :::/, se,,� h 9(`une. i„a np-,m,n s - FLOORS: 1 STORY JUDY HOARFROST y g OCCUPANCY: M,B,S 12230 SW MAIN STREET � 1,,,,-:rt i a C E CONSTRUCTION TYPE: IIIB FULLY SPRINKLERED TIGARD OREGON 97223r,fd" zm7ses>scAvenue ZONING: CBD R ', Por d OR PROPERTY ID: W257867 CONTRACTOR a 503Ha 1-5277 is so�mi-sen TAX LOT SITE AREA: 1.145ACRES(494100 27 SF) PRECISION INSTALLATIONS .�y,t ��y$D ARC, TY BOTTLER , ns, I,A EL b SCOPE OF WORK: 12413 NE RUSSEL STREET a rt, =-FT ; e TENANT IMPROVEMENTS TO ADD A MEZZANINE, BATHROOMS AND KITCHENETTE TO THE PORTLAND,OR 97230 w'', „,f "' ti,. EXISTING TABLE TENNIS SPACE. CCB#62425 '' gra " ;., R 503-481-4056 O ,5oO� AREA OF WORK: 6,336 SF 1 .- DRAWING INDEX sir,. _ ' o:. ' ANf'u ifom VALUATION OF WORK: $25,500 � ce OCS PROJECT INFO AND VICINITY MAP ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING GOVERNING CODES: A0.01 CODE SUMMARY , o 2014 OREGON RESIDENTIAL SPECIALTY CODE(ORSC) A0.02 EXITING OPTIONS 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) A1.00 EXISTING AND SITE PLAN 2014 OREGON FIRE CODE A1.10 NEW WORK PLAN t' 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC) A1.50 DOOR SCHEDULE AND SPECIFICATIONS 2014 OREGON PLUMBING SPECIALTY 2014 OREGON ELECTRICAL SPECIALTYODE CODE O(O S)C) A3.00 SECTION AND DETAILS SITE LOCATION PADDLE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE A4.00 POWER AND LIGHT PLAN VICINITY MAP A5.00 ADA DETAILS-DOORS,CLEARANCES 4) PALACE A5.10 ADA HEIGHTS DETAILS AND PLUMBING MNTG. NOTE: PLANS PRINT FULL SIZE AT 11X17 TI S2.01 FOUNDATION PLAN DEFERRED SUBMITTALS S2.02 MEZZANINE FRAMING PLAN 12230 SW MAIN S4.01 FOUNDATION DETAILS MECHANICAL-SUBMITTED UNDER SEPARATE COVER STREET S4.02 FOUNDATION DETAILS ELECTRICAL-SUBMITTED UNDER SEPARATE COVER TIGARD OR 97223 S5.01 FRAMING DETAILS PLUMBING-SUBMITTED UNDER SEPARATE COVER S5.02 FRAMING DETAILS S5.03 FRAMING DETAILS S5.04 FRAMING DETAILS S5.05 FRAMING DETAILS GENERAL NOTES -CONTRACTOR PADDLE 2. CONTRACTOR ONS FROM VERIFY ALL L DIMENSIONS FRAMING AND CO DNLENS PRIOR O RTO CONSTRUCTION, NOTED.RUCTION,CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. CPALACE 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO THAT THE SPACE IS READY FOR OCCUPANCY BY OWNER. 06/14/2016 5. THE CONTRACTOR SHALL WARRANTY ALL PARTS, LABOR, EQUIPMENT AND MATERIALS PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR, UPON COMPLETION OF CONTRACT. 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO IMPLEMENTATION. 7. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK Revisions 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE CONTRACTOR. 9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE.THE GENERAL CONTRACTOR SHALL Number Date CLOSELY COORDINATE ALL WORK TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND PERMITS.PROVIDE THECITY OF TIGARD ARCHITECT WITH ALL DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TO CONSTRUCTION. Approved by Planning GENERAL NOTES -CODE r / 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH GOVERNING CODES. Date: C I s/(4 2. SMOKE DETECTORS,AND ALL OTHER REQUIREMENTS TO CONFORM TO GOVERNING CODES. 3. PENETRATING ITEMS PASSING THROUGH ANY PROTECTIVE MEMBRANES OF BEARING WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING AND WALLS REQUIRING PROTECTED OPENINGS SHOULD Bd nitEa lS: I/vA p PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER GOVERNING CODES. i - ABBREVIATIONS PROJECT INFO AND M (E) EXISTING COORD COORDINATE EXT EXTERIOR MAX MAXIMUM OPP OPPOSITE SC SOLID CORE VERT VERTICAL VICINITY MAP ADJ ADJACENT CPT CARPET FF FINISH FLOOR MTL METAL PLAM PLASTIC LAMINATE SCHED SCHEDULE WI WITH "�y _ a AFF ABOVE FINISHED FLOOR DIMS DIMENSIONS FTG FOOTING NTS NOT TO SCALE PLF POUNDS PER LINEAL FOOT SF SQUARE FEET WD WOOD BLKG BLOCKING DS DOWNSPOUT GYP BD GYPSUM WALLBOARD OC ON CENTER PLYWD PLYWOOD SOG SLAB ON GRADE WH WATER HEATER OCS CLNG CEILING ELEV ELEVATION HM HOLLOW METAL OFCI OWNER FURNISHED, PT PRESSURE TREATED SS STAINLESS STEEL CLR CLEAR ELEC ELECTRICAL HT HEIGHT CONTRACTOR INSTALLED PSF POUNDS PER SQUARE FOOT PIG TONGUE AND GROOVE CONC CONCRETE EQ EQUAL INSUL INSULATION OFOI OWNER FURNISHED, REFER REFRIGERATOR TEMP TEMPERED GLASS CONT. CONTINUOUS EQUIP EQUIPMENT MIN MINIMUM CONTRACTOR INSTALLED RB RUBBER BASE TYP TYPICAL REQ'D REQUIRED UON UNLESS OTHERWISE NOTED 411111.1111111111111111101. p" OSSC BUILDING CODE REVIEW-TABLE TENNIS RECREATION SPACE 5. (E)OCCUPANCY: M/B/S 907.2.2-FIRE ALARM TABLE 1015.1 EXIT AND EXIT ACCESS DOORWAYS JA o, PROPOSED OCCUPANCY: A3(TABLES AND CHAIRS), M, A OCCUPANCY-LESS THAN 300 OCC. LOAD, NO FIRE A3-48 OCCUPANTS-ONE EXIT REQUIRED FROM MEZZANINE �'+ W B ALARM REQUIRED. A3- 118+48= 167 OCCUPANTS-TWO EXITS REQUIRED FROM GROUND FLOOR i A C CONSTRUCTION TYPE: IIIB FULLY FIRE SPRINKLERED v 1004.1.2 OCCUPANT LOAD 1015.2.1 REQUIRED SEPARATION OF EXITS r 505.2.1 AREA OF MEZZANINE SHALL NOT BE MORE THAN 1/3 OF TABLE TENNIS AREA=5,900 SF(GROSS ROOM AREA) EXCEPTION 2-FULLY SPRINKLERED 1/3 OF MAX DIAGONAL DISTANCE E FLOOR AREA OF ROOM. EXERCISE ROOMS(50 GROSS)= 118 OCC. LOAD 1/3(112')=37.33' 7207 SE 51st Avenue Portland OR 97215 GROSS FLOOR AREA=6,336 SF(MAX=6,336 SF/3=2,112 SF) MEZZ.VIEWING AREA =715 SF(NET ROOM AREA) ACTUAL DISTANCE BETWEEN GROUND FLOOR EXITS=49.5' S03-701-5277 ACTUAL MEZZANINE AREA=715 SF TABLES AND 1 EXIT REQUIRED CHAIRS(15 NET)=48 OCC. LOAD TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE 'c%QED ARC�r� 505.2.2 MEANS OF EGRESS-SEE CHAPTER 10 A3(W/SPRINKLERS)-250' ,ELY" r 1009.3 EXIT ACCESS STAIRWAYS `fir. 505.2.3 OPENNESS EXCEPTION 1: IN OTHER THAN 12 AND 13 CONSTRUCTION, TABLE 2902.1 PLUMBING FIXTURESR MEZZANINE TO BE FULLY OPEN TO THE ROOM IN WHICH IT IS EXIT ACCESS STAIRWAYS SERVING ONLY TWO STORIES '` ,, J50 WATER CLOSETS LAVATORIES DRINKING LOCATED. ARE NOT REQUIRED TO BE ENCLOSED. FOUNTAINS `7 �°� 0 A3 MEN(1:125) WOMEN(1:65) MEN(1:200) WOMEN(1:200) ,r • ' 508.3 NON-SEPARATED OCCUPANCIES TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL A3 COMPLIES WITH MOST RESTRICTIVE PROVISIONS OF (WI SPRINKLERS)-75' REQUIRED 1 2 1 1 1 • CHAPTER 9 PROVIDED 1 2 1 2 1 508.3.2 COMPLIES WITH ALLOWABLE BUILDING AREA AND SECTION 1028 ASSEMBLY HEIGHT-SEE SITE PLAN 1028.8 COMMON PATH OF EGRESS TRAVEL SHALL NOT 508.3.3 EXCEED 30'FROM ANY SEAT TO A POINT WHERE THERE NO SEPARATION REQUIRED BETWEEN NON-SEPARATED IS A CHOICE OF TWO PATHS TO TWO EXITS. OCCUPANCIES EXCEPTIONS: FOR AREAS SERVING<50 OCCUPANTS, THIS SHALL NOT EXCEED 75' PADDLE MEZZANINE SERVES<50 OCCUPANTS PALACE 71'-8" / AREA OF WORK TI r _ {// 12230 SW MAIN L•I�IIIIIII. ,. ..Ai-4A1, , , ; : '* 04 j ® c®w STREET 1 , v ' �` .. I ®f£7 TIGARD OR 97223 1 HATCHED AREA= I I $9'-S" 1 MEZZANINE ABOVE 1 I I (E)WAREHOUSE (E)WAREHOUSE I I DIAG. ME.„. t NINE PADDLE PALACE 1 I 1 y i 1 06/14/2016 1 O, ',- I I •9Cs�o 7, I i = Revisions 90F 1 ^? I Number Date 1 1 I 1 (E)OFFICE LIVE LAUGH LOVE 1PADDLE PALA& i AREA PADDLE PALACE GLASS SUITE 100 , I SUITE 200 ' , SUITE 200 1 C i i B i A 1 1 I , i (E)SALES MU ENTRY J = \ OOM LE C. 1 I. L .� i�I -- — --- CODE SUMMARY TRUE ` �� J NORTH 49'-6" A0.01 1 PADDLE PALACE - CODE ANALYSIS PLAN MIN. 37.33 FEET 1"=20'-0" 1111111...1111111111111.11 SITE INFORMATION OSSC CODE SITE AREA ANALYSIS ZONING: MU-CBD COMMERCIAURETAIL BUILDING: SITE AREA: 1.14 ACRES(49,127 SF) CONSTRUCTION TYPE-IIIB STORIES-1 �= L A P EXISTING FLOOR AREA NEW FLOOR AREA g (E)BUILDING FOOTPRINT: 22,337 SF TABLE 503- A i C e (E )BUILDING FOOTPRINT: 22,337 SF (E)MEZZ.AREA: 2,284 SF NON-SEPARATED MIXED USE g f E)MEZZ.AREA: 2.284 SF NEW MEZZ.AREA: 715 SF MOST RESTRICTIVE- E TOTAL(E)FLOOR AREA: 24,621 SF TOTAL FLOOR AREA: 25,336 SF OCCUPANCY GROUP-A3 2207 SE 51st Avenue Portland OR 97215 TOTAL BUILDING AREA =22,337 SF 503-701-5277 OSSC 505.2-MEZZ.AREA DOES NOT CONTRIBUTE TO ALLOWABLE BLDG.AREA ALLOWABLE AREA(At)=9,500 SF/STORY • 1-' 4ED 4j 1� AREA OF WORK:6,336 SF+715 MF77=7,051 SF ALLOWABLE AREA INCREASE-FULLY SPRINKLERED ,m Is=3(300%FOR 1 STORY BLDG.) ' ,17.T , #SPACES PARKING PROVIDED #SPACES REQ.!). Aa =At+(At x Is) • V R • STANDARD 26 (E) BULK SALES TO REMAIN 13,224 SF x 1/1000(75%) = 9 Aa =9,500+(9,500 x 3) =38,000 SF ALLOWED 9 t dc..° COMPACT 12 (E)OFFICE TO REMAIN 2,045 SF x 2.5/1000(75/0)= 3 BUILDING COMPLIES F 0 . ACCESSIBLE 2 (E) RETAIL SALES TO REMAIN 3,016 SF x 3.0/1000(75%)= 6 ACTUAL AREA(22,337 SFJ <38,000 SF ALLOWED TOTAL SPACES PROVIDED 40 INDOOR ENTERTAINMENT 7.051 SF x 4.3/1000 (75%)=22 TOTAL SPACES REQUIRED 40 MU-CBD ZONE-75%OF TOTAL REQUIRED PADDLE � — 354.0'+/- _ PALACE — — — — — , , , 71'-8" 12230 SW MAIN 4(E)WAREHOUSE (8)(E)COMPACT SPACES STREET Y I V I I I U TIGARD OR 97223 (E)WAREHOUSE – 0 w (E)WAREHOUSE F z SUITE C(100) SUITE B(200) SUITE A(200) A PADDLE • 4 (E)LIVE, LOVE (E)PADDLE PALACE (E)PADDLE PALACE � g I GLASS TENANT SPACE (E)OFFICE SPACE TO REMAIN,NO (4)(E)COMPACT ' PALACE SPACE TO AREA OF WORK AREA CHANGES THIS AREA SPACES co I _ REMAIN,NO WINDOWS AND DOOR TO I 06/14/2016 • ' CHANGES THIS (E) AREA BE REMOVED,SEE NEW WORK PLAN (E)SALES ENTRY , -+ Revisions �. �- i Number Date �_ �� J / + + b (2)(E)ADA SPACES AND (E) LANDSCAPING,TYP. NSIGNAGE TO REMAIN q 1",A,....,, • Ablift,-Afr 0 i _ - t _ •rte r�ir ��ir EXISTING AND SITE ' - - - - - �� ��� Asa PLAN TRUE ��� '1111 a NORTH COMMERC .1 STREET A1 .00 iiirrTABLE TENNIS ROOM - DEMO AND SITE PLAN ;; 41/1111111111111 1"=30'-0" 04 d0 6 3 (4••• 1 3 G� g,..;4A1.10 V 0 A3.00 A3.00 o5 L A - - , , C L lig MI1111111111 DN MEZZANINE LEVEL ALUillill REF ® 45 el rP -a C E �_ n�sF NEW STAIR O' KITCHENETTE �� , ` �ndOR9 ss7"MAX.RISE - coly MENS so�wi-sznCC WOMENS 11"MAX TRE • \ G��• -- 'S ARC�•/:, 1— \ — — -,- — — — — LI - -� EI YNr Tor UP � �111111111 • r �R • 68'-3 3/4"/ / _ _ sv Q� 9' 11" 15' 1" 10'-0" €"•- /�I / / I / I , c91MEZZANINE - NEW WORK '� 1 r 1 2O 3/32"= 1'-0" 3 -6 STAIR WIDTH / / 5'-1" / 3 -0 / / 5 -4 / 3 - 1 / 5 -0 PADDLE \ __ _ PALACE _ _ �'� I I I TI `I ® L - - - - J L J g-0----71 O r 1 r 1 12230 SW MAIN 0 ' / 44 - 0)\ \ STREET - ) '— ,, i I TIGARD OR 97223 En �i \\ ( 05 I I \ i i / -- ' 30'-0" PADDLE (04 03 I PALACE I I I i I 06/14/2016 3 ENLARGED BATHROOM PLAN (O I 10'-6" 10'-6" I I Revisions 1/4" = 1'-0" TABLE TENNIS 4'-0" Number Date )( I � I NEW WORK LEGEND \ {' L 4- — — — — J L — — — — .{- J o 1 EXISTING CONSTRUCTION TO REMAIN M NEW FIXED i STOREFRONT WINDOW co TO MATCH ADJ. RECEPTION/PROVIDE 2X4 STUD WALL,SEE STRUCTURAL DRAWINGS a) C 02 ) (01 ) CHECK IN NEW WORK NOTES I I I { _- I i 1 I _ / I _ \" 1. SEE STRUTURAL, FOR MEZZANINE DETAILS. NEW WORK PLAN 2. SEE POWER AND LIGHT PLAN FOR NEW LIGHTING /"-2'-0; CONC.PAD TO MATCH(E) INFORMATION. SIDEWALK 3. (E)MECHANICAL SYSTEM TO REMAIN. A1 .10 4. SEE A5.00 AND A5.10 FOR ALL TYPICAL ADA CLEARANCE AND 5 MOUNTING REQUIREMENTS. or� TABLE TENNIS ROOM - NEW WORK PERMIT PLANS 3/32"= 1'-0" r U Y� N NEW DOOR SCHEDULE Count Mark Level Door Type Height Width Glazing Door Material Door Finish Frame Material Frame Finish Comments • <5 L A Q 1 01 Level 1 DOUBLE 7' - 0" 6' - 0" FULL UTE ALUM.STRFT. MATCH(E) MATCH(E) MATCH(E) 1,2,3 I i C t 1 02 Level 1 SINGLE 7' - 0" 3' - 0" FULL UTE ALUM.STRFT. MATCH(E) MATCH(E) MATCH(E) 1,2,3 C 1 03 Level 1 SINGLE T - 0" 3' - 0" SC WOOD CLR SEAL MTL. PAINT 2207 SESistAvenue E 1 04 Level 1 SINGLE 7' - u 3' - O° SC WOOD CLR SEAL MTL. PAINT Portland 571-5277 zis 1 05 Level 1 SINGLE 7' - 0" 3' - 0" SC WOOD CLR SEAL MTL. PAINT ,SF,RED AR�4,rEL . . DOOR NOTES: r'. :IVT , , 1. WEATHER STRIP SURROUND 2. DOUBL PANE, LOW E GLAZING,TEMPERED • r "'/ 'R 3. PROVIDE PANIC HARDWARE AT NEW EXIT DOORS. Qp� r ov-e^, PADDLE PALACE TI PROJECT SPECIFICATIONS 12230 SW MAIN DIVISION 1 -GENERAL REQUIREMENTS STREET Provide submittals for review by Architect for all materials, finishes and fixtures DIVISION 11 -EQUIPMENT TIGARD OR 97223 prior to ordering. 11 30 00 Appliances. DIVISION 5-METALS Refrigerator,range,dishwasher-as selected by owner. - 05 05 29 Metal Fasteners DIVISION 22-PLUMBING See structural drawings and calculations Water Heater- as selected by Owner. DIVISION 6-WOOD AND PLASTICS Lay-.5gpm, Kitchen sink-1.5 gpm,showerheads- 1.5 gpm,Toilets-dual flush 06 05 00 Fasteners and Adhesives Submit all plumbing fixtures to Owner for approval prior to ordering. Plumbing permit documents submitted PADDLE See structural drawings and calculations separately. Interior walls-2x4 wood studs at 16"o.c.except at plumbing walls, use 2x6 wood DIVISION 23-MECHANICAL PALACE studs at 16"o.c. Provide exhaust fans for new bathroom, Broan 0.3 Sone 80 CFM,Energy Star. 06 30 00 Wood Treatment Existing mechanical system to remain. Mechanical permit documents submitted separately. All wood in contract with concrete or earth shall be pressure treated. DIVISION 26-ELECTRICAL 06/14/2016 See electrical plans for power and lighting requirements and locations. DIVISION 7-MOISTURE PROTECTION Electrical permit documents submitted separately. Revisions 07 20 00 Insulation DIVISION 33-UTIUTIES Exterior Walls-existing to remain. 33 31 00 Sanitary Sewerage Utilities Roof/Ceiling-existing to remain. Connect new bathrooms and kitchen to existing sewer line. Number Date DIVISION 8-WINDOWS AND DOORS All glazing to be double paned, low-e. Doors and Windows to be fully weather sealed. Adhere to ASTM E-2112-07 for flashing and sealing of all openings. 08 70 00 Hardware Verify hardware style and finish with Owner. DIVISION 9-FINISHES All Finishes-selected and approved by Owner. 09 25 00 Gypsum Board DOOR SCHEDULE Interior-Walls and ceilings use 5/8"gypsum board with 90 degree corners with AND corner bead at outside corners,level 4 finish. SPECIFICATIONS Showers-Use water resistant cement board at all areas subject to water use. 09 90 00 Paint All colors as selected Owner. A1 .50 Use NO VOC paint,typical. Y, U I. A z E 2207 SE Slat Avenue Portland OR 97215 503-701-5277 ,,,, jD ARCS f/1%. ELYN' 0. rT r 1 t: . 350 �1 , 1 GUARDRAIL, INSTALLED AND ATTACHED PER MFR. RAILS AT LESS THAN 4" APART 0 PADDLE in s PALACE TI 112230 SW MAIN / - - ----) STREET TIGARD OR 97223 / I 2 A3.00 PADDLE PLYWOOD,SEE STRUCT. - J PALACE /\ \ /\ / \ \ / \ 06/14/2016 i - -\ \_/ — \ \ i n / -N— — 7- — -' — —/— Revisions SEE STRUCTURAL FOR MEZZANINE c U / U FRAMING,TYP. (lir Number Date li ! a A a In n R \ 1 5/8"GYPSUM BOARD, PAINT.COLOR AS SELECTED BY TENANT. SECTION AND DETAILS 7 GUARDRAIL DETAIL MEZZANINE SECTION A3.00 0 1/4" = 1'-0" 111.11111.1.1.11 0 F NU • L A . t C C E DN MEZZANINE LEVEL / — - / —t° I IN 0 2207 SE 51st Avenue �[ 717 SF /JY p elI -� /�_� 1 O + - I Portland OR 97215 /KITCHENETTE 1 � 503-701-5277 I- -I r- -I (- -I (- - = °' ` J J� _ )° o Qi —�k` WOMENS ��3�,D Ake • 1 r A 1 S III _1 III _ :EL , UP � ____ .R • ,; sa .,� 4. L ___ _1 L - J L - _1 L _ J r 6r0MEZZANINE - POWER AND LIGHT 3/32"= 1'-0" I- - 7 I- - -I f— I I- - 7 L L L - L L - L PADDLE POWER AND LIGHT LEGEND PALACE EXISTING CONSTRUCTION TO REMAIN TI PROVIDE 2X4 STUD WALL,SEE STRUCTURAL DRAWINGS 12230 SW MAIN O STREET ( DUPLEX OUTLET 1- -I -- -i (- - -f - -1 TIGARD OR 97223 L - J L - J L - J L - J 3-WAY SWITCH u SINGLE SWITCH PADDLE ® EMERGENCY EXIT LIGHT(LED) PALACE I- - - E- - -1 r- - -1 I- - -1 Z EXHAUST FAN L - J L - J L - _ 1 L - -1 06/14/2016 O 6"CAN LIGHT(LED) Revisions 77 77 77SPLIT HIGH BAY I\ T Number Date (E)(6) LAMP T5 HIGH BAY FIXTURES TO REMAIN LIGHTS TO(2) L _. — — _I SWITCHES -- -1 1- -- -1 1- -I rc ,c-1 POWER AND LIGHT NOTES L - J L - _I L _ J L\ 1. PROVIDE EMERGENCY BATTERY BACKUP FOR EGRESS LIGHTING AS REQUIRED. Tx 2. OD w POWER AND LIGHT PLAN Z a E du POWER AND LIGHT PLAN A4.Q0 5 O 3/32"= 1'-0" 111.111 NOTES DOORS CLEARANCES PULL SIDE APPROACH PUSH SIDE APPROACH THESE DIAGRAMS ARE BASED OF THE INFORMATION • l 4 ACCESSIBLE ROUTE INDICATOR LINE CONTAINED IN THE ADAAG MANUAL AND CHAPTER 11 OF REFERENCE CODE SUMMARY SHEETS FOR EXTENT OF ROUTE L A . o THE BUILDING CODE. THEY ARE REPRESENTATIVE OF THE z - a GENERAL REQUIREMENTS THAT APPLY TO THIS PROJECT. i ► "1 mA i ► C THEY ARE NOT REPRODUCTIONS OF THE INFORMATION Ef �_ ___ i CONTAINED IN THE ADAAG. REFER TO THE ADAAG FOR 4 A ' C E u ADDITIONAL INFORMATION. o �' 18"MIN , , 1� L A 4 _ ,�,'PREFERRED 32" _ wmroa�d own Avenue Ice MIN so3-mi-sm jr 32° o / - `.,3�s? II�� wgD ARC MIN nN_9'3 ±ce =Q 61 W- 1- 0o zcW�z 'C �r� o // X=12"MIN WHEN DOOR ��� oa o = -n ozo � zz ELYN FRONT APPROACH HAS CLOSER o o w Lu ce a ' � Z W J W J -,0 Z Q O N �U » c4Z S` U 1- (-)a • • i J K O? 00 rsso PULL SIDEPUSH SIDE " 4"� � �0 _ = • TYPICAL ACCESSIBLE ROUTE OF TRAVEL WIDTH FIGURES 1,2,24 141 r a m� I • 60" MIN • 60" a.'.1 pp a ›'N 12" 36" 12" 1 1" — �� MIN —jr 32" ; r /, \, o PADDLE MIN �' co I I PALACE X=36"MIN WHEN Y=60" / J 1 X=42"MIN WHEN Y=54"TO 60" Y=48"IF DOOR HAS BOTH \ / TI HINGE APPROACH LATCH AND CLOSER 12230 SW MAIN 60"DIAMETER TURNING CIRCLE T SHAPED SPACE FOR 180'TURNS STREET TIGARD OR 97223 PULL SIDE PUSH SIDE — — = N. — z ADDITIONAL INFORMATION 0 } J 1. a.a } g a -� 2 Zo 10-. - Q �� 1 PADDLE r. • 32" — �' • I PALACE JJ, 32" J, MIN o oIce MIN CHANGE IN LEVEL-SQUARE CHANGE IN LEVEL-SLOPED "ff 'f o / 06/14/2016 Y=54"MIN IF DOOR HAS CLOSER o Y=48"MIN IF DOOR HAS Revisions CLOSER LEVEL CHANGE ON ACCESSIBLE ROUTE FIGURE 7 LATCH APPROACH Number Date DOOR CLEARANCES AT SWING DOORS FIGURE 25 TREAD , X11" x,12" 12"MIN MINT MII� jr 32" MN Jr POCKET OR SLIDING DOOR - j =_,_.....A_ IL O N v o \ ` o ADA DETAILS-1 J = _ DOORS, CLEARANCES a 32° ], jr 32" MN '( MIN 'f SWING DOOR BIFOLD DOOR A5■00 DOOR CLEARANCES AT DOORS FIGURE 25 STAIR HANDRAILS FIGURE 19 N U rL A • 0 • L C E 2207 SE 51st Avenue PLUMBING FIXTURES MOUNTING HEIGHTS Portland OR 97215 503-7014277 NOTE: wgE,1):110;z:,::::1 ARC LAVATORY 1. WALL MOUNTED DEVICES SHALL NOT EXTEND MORE THAN 4"BEYOND WALL SURFACE WHEN 'c.:°.' �r w MIRROR I • 1/4"MIN 36" MIN LAVATORY 36"MIN LOCATED BELOW 6'-8" FLYN a. �' 0 FTLI. t — _ \ 18° 18" 18" 18" ♦ © f /, _ MIN MIN f ,x PIPE WRAP-TYP M ♦ \ r r �� -- _� — _ o oo 9 '` I 'y CO� //i Form ri, �, 19"MAX ♦ ' z =a w o f § 'g E ' 48" ��, ' ors a aLI-1 i3 LEECLEARANCEJ/ L 6, 2 = o `�. ♦ AREA \ N ' 1 a N. \ o \ LAVATORY KNEE 8" MIN -6"MAX TO CLEARANCE LAVATORY CLEARANCE /I \ ROBE TOWEL HAND SEAT PAPER TOWER SANITARY MIN----i, / ♦ jr 48" MIN jr HOOK BAR TOWEL COVER DISPENSER NAPKIN CLEARANCE AND X17"MIN DEPTH PADDLE MIRROR MOUNTING / / APPROACH 1 2 BAR DISPENSER DISPENSER CLEARANCE AT LAVATORY FIGURE 32 TOILET ROOM ACCESSORY MOUNTING HEIGHTS PALACE 18" 42" TRANSFER SEAT36" R.O. �` TI IBACK ♦ 14" /yr C - 12230 SW MAIN MIN pig I ♦ rf __v STREETo z z n = o ® ow TIGARD OR 97223 § -.4'3:' 0) Addillj N 32" a. DN.- co�' v o I M CO MIN 24" / t� ¢ \ ♦ ♦ \ IL Fc <-) / ♦ c �� ♦ — — � Z APPROACH jr OUTLET SWITCH OUTLET ABOVE PULLFIRE ALARM PADDLE M 1 `� L 60" MIN 3 COUNTER STATION PALACE C3 3'X 3'SHOWER ♦ 'f z URINAL BLOCKING FOR GRAB BARS AT 2 06/14/2016 URINAL MOUNTING HEIGHT CLEARANCES AT SHOWERS SHOWER LOCATIONS CLEARANCE AT WATER CLOSETS FIGURE 28 `P \ CEILING —• Revisions 3"MAX PROJECTION Number Date 6"MAX AREA OF BLOCKING OO AT FRAMED WALL 36"MIN 58" TYP 12"MIN 50"TYP - iv t ,�J MAX z co \ 1 %.-7artrir 1 % N 1101111111 a7 to u_ MIN ozL.L ' _ coet cc) �. _`� 0 `fir=�- _ b 1- u� oa _ I NOTES M N ' IIa a, F- �, o ADA DETAILS AND 2 _ in 9 THESE DIAGRAMS ARE BASED OF THE INFORMATION CONTAINED IN ♦ ♦ \ ! • ** \ \ HEI HBIS G MNTG. �18" tZ Ile P I THE ADAAG MANUAL AND CHAPTER 11 OF THE BUILDING CODE. FEC HORN/ STROBES THERMOSTAT/ ROOM m THEY ARE REPRESENTATIVE OF THE GENERAL REQUIREMENTS STROBE SECURITY/ SIGNAGE TP 3'-3" THAT APPLY TO THIS PROJECT. THEY ARE NOT REPRODUCTIONS OF FIRE ALARM A5.10 THE INFORMATION CONTAINED IN THE ADAAG. REFER TO THE GRAB BARS AT WATER CLOSETS FIGURES 28,29,30 ADAAG FOR ADDITIONAL INFORMATION. WALL MOUNTED DEVICES AND APPLIANCES OR �RUCTU/�q FOUNDATION AND SLAB PLAN NOTES: s CEO PROFFs �`,��CINEF `SAO 1. REFERENCE S1.01 FOR STRUCTURAL c��'�ss,3PE 9 GENERAL NOTES, DESIGN CRITERIA, t - ABBREVIATIONS AND LEGEND. 2. DIMENSIONS: VERIFY ALL DIMENSIONS AND 0��ELEVATIONS WITH THE ARCHITECT'S \ DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. EXPIRES: 6-30-16 3. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 6" OF FINISHED GRADE SHALL BE PRESSURE-TREATED. 4. REFERENCE 1/S5.01 FOR TYPICAL SHEARWALL ELEVATION. 11101!5. ® INDICATES WOOD POST/COLUMN. © 4 © ( b J 6. INDICATES 2x BEARING WALL ON STRUCTURAL ENGINEERING CONCRETE FOOTING. WALLS SHALL 310 SW 4th AVE.,SUITE 400 PORTLAND,OREGON 97204 BE 2x4 STUDS AT 16" OC TYP UNO. P:503.241.0161 F:503.241,0621 (E) FOUNDATION I (� (E) EXTERIOR WALL I I 7. INDICATES STRUCTURAL WOOD f 7-- SHEARWALL. REFERENCE 1/S501 FOR SHEATHING AND ANCHORAGE - 0 - REQUIREMENTS. SAWCUT (E) SOG .. (E) METAL 8. INDICATES EXISTING WALL. SUITE B TI AS SHOWN 1 %Wm I •STUD WALL in 12230 SW MAIN 54.01 1 STREET .► ,,pop+� Ix+� TYP - 4 s4.01 .Y, 9 SECTION CUT - DETAIL TIGARD OR 97223 J c�11 0 , ' V NUMBER/SHEET NUMBER. =� ® EIJ C� I —� —— — — - 10. T/FINISH GRADE PER ARCHITECT, TYP. . a 24" SQ x 12"DP 011111ko CD z SAWCUT (E) SOG PADDLE FTG W/ (3) #4 x t o AS SHOWN EA WAY (TYP (2) PALACE LOCATIONS) N 0 05/07/2016 (E) SLAB ON GRADE Revisions Number Date FOUNDATION PLAN '''' SCALE: 1/8"=1'-0" N FOUNDATION PLAN S2.01 .- - •i10111 �RUCTURq ro D N �`SS/OWOOD FLOOR PLAN NOTES: tasl3aE �' 9 • 1. REFERENCE S1.01 FOR STRUCTURAL s. � - GENERAL NOTES, DESIGN CRITERIA, OREGON ABBREVIATIONS AND LEGEND. �0 vq)-ip 19ge ,`<v 2. T/PLYWOOD ELEVATION PER ARCHITECT �0 E. SC\'`- -< TYPICAL. FLOOR SHEATHING TO BE 3/4" EXPIRES: 6-30-16 T&G APA-RATED FLOOR SHEATHING WITH 10d NAILS AT 16" OC AT PANEL EDGES, 12" OC AT INTERIOR SUPPORTS. 3. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. 4. ALL WALLS ARE 2x4 AT 16" OC BEARING 111011 WALLS AND SHEARWALLS WHERE NOTED. © 4 CO FOR THE STUD GRADE, REFER TO S1.01. 5. HANGERS: ALL 2x HANGERS TO BE ENGINEERING SIMPSON JB TYPE, UNO. FACE MOUNT 310 SW STRUCTURAL D EN PORTLAND,OREGON 97204 TYPE HU OR LU. P:503241.0161 F.503.241.0621 we1 (E) EXTERIOR WALL I I 6. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 4x8 MINIMUM. HEADERS SHOWN i SHALL BE SUPPORTED BY (2) STUDS MINIMUM, UNO ON PLAN. SUITE B TI . . .i) � 2x10 REF NOTE #2 1___ . nnAT16' OC (E) METAL 7. SIMPSON STRAP TIES INDICATED ON THE _I _ II II f STUD WALL SHEARWALL PLANS ARE TO BE CENTERED 12230 SW MAIN • r _ II 0 U Li OVER WALL TOP PLATE AND/OR HEADER, STREET 0 I 1 1 1 S5.0 BLOCKING OR BEAM. TIGARD OR 97223 I GL3 /2x12 L3 /2x12 GL31/2x12 I >� GL31/2x12 8. REFERENCE 1/S5.01 FOR TYPICAL --x x-----=--“-- --1 SHEARWALL ELEVATION. .--- - - ,.� 9. 0 INDICATES WOOD POST/COLUMN. 2 d 1 REFERENCE PLAN FOR SIZE. 55.04 <S5.05 EDGE OF 10. 12,1 INDICATES WOOD POST/COLUMN PADDLE MEZZANINE BELOW. PALACE 11. - INDICATES STRUCTURAL BEARING AND/OR SHEARWALL BELOW. 05/07/2016 12. INDICATES EXISTING WALL. Revisions © 13 SECTION CUT - DETAIL Number Date 1610, NUMBER/SHEET NUMBER. 14. INSTALL ALL METAL CONNECTORS PER MANUFACTURERS RECOMMENDATIONS TYP. MEZZANINE FRAMING PLAN r,,I,, SCALE: 1/g"=1'-0" Mr MEZZANINE FRAMING PLAN S2.02 .- - fr....■.r ,RUCTU/i3q Sc PROPe \ �GINEF 4/D 18613PE 9 "lilts. . REGON Y 10,199 •K E SC EXPIRES: 6-30-16 1104[14 STRUCTURAL ENGINEERING 310 SW 4th AVE.,SUITE 400 PORTLAND,OREGON 97204 P:503.241.0161 (E) CMU WALL F:503241.0621 SHEAR WALL WALL FINISHES PER ARCH SHEATHING PER PLAN _ivySTUD WALL PER PLAN 5/8"O ANCHOR BOLT 1 SUITE B TI AT 32" OC #4x12" DOWELS AT 18" OC 12230 SW MAIN SHEARWALL (ANCHOR (E) SLAB WI STREET EDGE NAILING SIMP SET ADHESIVE) (E) SLAB TIGARD OR 97223 #4 TRANS ON GRADE—\ (E) FOOTING AT 16" OC r (E) SLAB ON GRADE siE 4 CONTRACTOR TO CONFIRM PADDLE a 4" THAT (E) SLAB IS PALACE EMBED TURNED DOWN AS SHOWN IW P _ e '= COMPACTED SUBGRADE 05/07/2016 x cca '''' Revisions SIZE & REINF PER PLAN Number Date TYPICAL FOOTING BELOW SHEARWALL TYPICAL FOOTING AT EXISTING WALL SCALE: s/4"=1'-0" SCALE: s/4"=1'-0" FOUNDATION DETAILS S4.01 -0:zUCTUR,q ���ED PROfF9 t� 18613PE 9 s .. OREGON 0v(1LY1010)�'�� E. SC( EXPIRES: 6-30-16 illibill il! STRUCTURAL ENGINEERING 310 SW 4th AVE.,SUITE 400 PORTLAND,OREGON 97204 P:503241.0161 4x POST PER PLAN 15/32" SHEARWALL SHEATHING f STUD WALL PER PLAN F 503241.0621 ---N-- 11 �/ "0 THREADED ROD SUITE BTI SIMP CB48 2 COLUMN BASE (2) #4x24" DOWELS EA AT 32" OC 12230STRET SW MAIN SIDE (3—TOTAL) ANCHOR SHEARWALL ANCHOR TO (E) SLAB W/ TIGARD OR 97223 NEW FOOTING o W/ SIMP SET ADHESIVE EDGE NAILING SIMP SET ADHESIVE PER PLANNN ,o r (E) SLAB ON GRADE 7-(E) SLAB ON GRADE ., � � "'moi a :.:it PADDLE 'LI , 4'' m PALACE EMBED <a 4 05/07/2016 'in v Revisions _ SIZE & REINF PER PLAN COMPACTED SUBGRADE Number Date FOOTING BELOW POST1 TYPICAL SHEARWALL ON EXISTING SLAB SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" FOUNDATION DETAILS S4.02 - immonme -cczUCTURxi ��p PROFF ��c'���GIN�'���O C,�18613P�� s. OREGON ��Q,<Y�p19g�O��� E. SO.\ EXPIRES: 6-30-16 Ill4111:1111.11! STRUCTURAL 0ShAV.,SIE00INEERING DBL TOP R TYP 1w tE., UT4 NUMBER OF STUDS77_ — HEADER PORTLAND,OREGON 97204 P.503.241 0161 PER PLAN (2) MIN---.......„............„1(//4 (/II / 4'-0" MIN SPLICE LAP F:503.241.0621 PLATE SPLICE TO OCCUR ii/'�I/ OVER STUDS TYP 2) ROWS 16d 2x BLOCKING AT IV// ' PLYWOOD PANEL EDGEN't://14f/ / STAGGERED (WITHIN AREA TP RDBLOOF SPLICE AT 6 OC) SUITE B TI '-L 11111•111111111111L -- 1111111111- 15/32" SHEATHING STUDS AT VIII NMI 711111',111li 111111!il1•111 12230 SW MAIN 16"OC TYPICAL STREET I R SPLICE TO OCCUR OR 97223 11 8d AT 6"OC EDGE NAILING f! � FIELD NAILING AT 12" OC OVER STUDS TYP II/ f/ PT PLATE & ANCHORAGE �I/' REQUIREMENTS PER 1/ GENERAL NOTES ' //� ��/;' PER PLAN STUDS PADDLE �/^' Iii NEW CONCRETE FTG T/SLAB ;i r PER PLAN PALACE PER ARCH CONCRETE STRIP FTG 05/07/2016 %"0 ANCHOR BOLTS AT 32" OC INCLUDE Revisions STEEL WASHER I 'S1/4x3x0'-3" BTWN Number Date SILL PLATE & NUT TYPICAL SHEARWALL ELEVATION TYPICAL PLATE SPLICE DETAIL SCALE: NTS SCALE: 1"=1'-0" FRAMING DETAILS S5.01 . CTUR,q UO PROFF< It3613pE \9 s. . • OREGON SOD�4Y 10,19°cO"\ ° E. SO° 44 EXPIRES: 6-30-16 DIAPHRAGM EDGE NAILING PER PLAN 4 MAX DIAPHRAGM EDGE FLOOR SHEATHING NAILING PER PLAN FLOOR SHEATHING STRUCTURAL ENGINEERING PER PLAN PER PLAN 310 SW 4th AVE.,SUITE 400 PORTLAND,OREGON 97204 2x JOIST PER PLAN P:503.241 0161 F:503 241 0621 (E) METAL =i- _— _ -=- - := STUD WALL-NN SUITE B TI 12230 SW MAIN WALL FINISHES �� STREET PER ARCH TYP TIGARD OR 97223 SIMP H2.5 AT EA JOIST JOISTS PER PLAN PADDLE PALACE 05/07/2016 III Revisions Number Date DIAPHRAGM EDGE AT STUD WALL TYPICAL JOIST TO WALL SUPPORT SCALE: 1 t/2"=1'-0" SCALE: 1 1/2"=1'-0" FRAMING DETAILS S5.02 s, RUCTURq< ��c�t�\GIN - /o 18613PE s. OREGON r\O `q �p1943 '<� �� E. SCN`�� CONT 800T250-43 EXPIRES: 6-30-16 CLIP FLANGES AT EA STUD FLOOR SHEATHING FLOOR SHEATHING PER PLAN PER PLAN 2x JOIST (E) CMU 2x JOIST PER PLAN PER PLAN -\ WALL 1/SHEATHING -_ PER ARCH , ' )Il\ -- - - - lkilill g STRUCTURAL ENGINEERING 310 SW 4th AVE.,SUITE 400 PORTLAND,OREGON 97204 P:503.241.0161 F:503.241.0621 SIMP HU210 SUITE B TI W/ (8) #8SMS TO TRACK & (4) 10dx1 1/2" NAILS 12230 SW MAIN TO JOIST STREET TIGARD OR 97223 (4) #10SMS TRACK TO (E) STUD CONNECTION ' - WALL FINISHES 4 ,.0 O. o PER ARCH Pa' PADDLE GL BEAM SIMP PC4Z (E) METAL STUD WALL PALACE PER PLAN 05/07/2016 4x POST PER PLAN Revisions A Number Date TYPICAL FLOOR JOIST GLU-LAM BEAM TO POST CONNECTION TO EXISTING STUD WALL SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'-0" FRAMING DETAILS S5.03 . tiCTUR,q �scEp PROFFs r 613PE s. OREGON 70,1 O C. SC\-\\) EXPIRES: 6-30-16 DIAPHRAGM EDGE 2x BLKG AT 24" OC DIAPHRAGM EDGE NAILING NAILING PER PLAN PER PLAN FLOOR SHEATHING ,,1 FLOOR SHEATHING PER PLAN (4) 10d NAILS PER PLAN Irlu, "!__ ra:_ �_ t_ _/-3 un T1 + — 2x FLOOR JOIST P.so ot6t coNs72o4 -_ STRUCTURAL ENGINEERING 310 SW 4th AVE,SUITE 400 11( SHEARWALL PORTLAND,ORE II 3.241 ALIGN 2x JOIST 2x JOIST PER PLAN SHEATHING PER PLAN F.503.241.0621 07OVER WALL SHEARWALL EDGE NAILING . . 1i SUITE B TI ----__ \ + �+ -.411 12230 SW MAIN SIMP LUS28 SIMP CS18x2 —6 STREET JOIST HANGER SHEARWALL EDGE STRAP (CENTER GL BEAM TIGARD OR 97223 \...NAILING ON GL BEAM) 1 PER PLAN SIMP H2.5 >. �l 6 TIMBERLOK SCREWS TIMBERLOK \_.AT 16" OC FMTLOK06 {'ll 2x WALL PER PLAN 7 AT 16" OC 1 PADDLE SHEARWALL SHEATHING ,'I! POST PER PLAN 1; 2x STUD PALACE UNDER BEAM EA SIDE OF BEAM & NAIL W/ (3) 16d NAILS EA SIDE 05/07/2016 Revisions Number Date FLOOR JOISTS PARALLEL TO WALL GLU-LAM BEAM SUPPORT AT WALL SCALE: 1 1/2"=1'-0" SCALE: 11/2"=1'-0" FRAMING DETAILS S5.04 •. _. UCTUR,q< (v 18613PE 4. ti OREGON /ir- (Y10 66E. S'0 EXPIRES: 6-30-16 DIAPHRAGM EDGE GUARDRAIL BY NAILING PER PLAN OTHERS 2x JOIST PER PLAN PER FLOOR PLANEATHING INkilliji ENGINEERING _� - – — STRUCTURAL 310 SW 4th AVE.,SUITE 400 PORTLAND,OREGON 97204 P:503 241 0161 ' - F.503 241.0621 - r SUITE B TI Lpirmmi �►�►'� SIMP H2.5 12230 SW MAIN CONT 2x10 STREET FASCIA 1 NIIIIITIGARD OR 97223 SHEARWALL CONT 2x BLKG L EDGE NAILING TIMBERLOK FMTLOK06 SHEARWALL AT 16" OC SHEATHING ' PADDLE 2x WALL FRAMING PALACE 1 i PER PLAN 05/07/2016 2'-8" MAX , REF ARCH Revisions Number Date TYPICAL FLOOR JOIST SUPPORT SCALE: 1 1/2"=1'-0" FRAMING DETAILS S5.05 ' • MIMI."..i