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Plans (12) BU P2017 -00060 RECEIVED I ° 4 " 1 3 2017Emy _ mEDITAT ON ROOM ELEVEN ENGINEERING&DESIGN,LLC ARTSPACIFIC RIM MART A11� p CITY OFTIGARD PORTLAND,OREGON N97213 8970 SW BURNHAM STREET, TIGARD , OREGON BUILDING DIVISION wwwii4 oM 4S' DC �a r� y. I =•v I. C,.RTER n PORTLAND,OR OWNER CONTRACTOR ARCHITECT STRUCTURAL ENGINEER CIVIL ENGINEER DESIGN-BUILD TRADES �� 6463 0 PACIFIC RIM MARTIAL ARTS ACADEMY RADIAN CONSTRUCTION ELEVEN ENGINEERING & DESIGN SUMMIT ENGINEERING PACE ELECTRICAL �`,C} V 897fl 5W BURNHAM STREET 29801 NE 41st AVENUE 2432 NE 59th AVENUE P O. BOX 50322 5000 MEADOWS ROAD FIRE ALARM OF �� TIGARQ, OREGON 97223 LA CENTER, WASHINGTON 98629 PORTLAND, OREGON 97213 EUGENE. OREGON 974005 LAKE OSWEGO, OREGON 97035 MECHANICAL CONTACT: MIKE MARTYN CONTACT: DAVE WHITNEY CONTACT: NATE CARTER CONTACT: JULIE HAVELKA CONTACT: BRIAN LEE PLUMBING MIKE@SISUCG,COM DAVE@RADIANCONSTRUCTION.COM NATE.CARTER@11-ED COM JULIE@SUMMITENGINEERINGLLC,COM BRIANL@PACEENGRS.COM 971.404.4512 971.344.1919 971.251.0194 503.597.3222 PACIFIC RIM MARTIAL ARTS ACADEMY MEDITATION PROPERTY LOCATION PROJECT DESCRIPTION DEFERRED SUBMITTALS DRAWING INDEX ROOM PROJECT SITE A - LOG WE ARE PROPOSING A MODIFICATION TOTHE CURRENTLYAPPROVED DESIGN REVIEW DECISION FOR PACIFIC RIM ELECTRICAL 8970 SW BURNHAM STREET w %l<,: ,, m4.'' � � ; x MARTIAL ARTS ACADEMY LOCATED AT 8970 SW BURNHAM STREET.THE PROPOSAL IS TO ADD A ROOF TOP FIRE ALARM w L j N TIGARD. OREGONems. < ,� o w t- <� MEDITATION ROOM AND EXTERIOR DECK.THE MEDITATION ROOM IS LOCATION ABOVE THE TWO STORY PORTION OF LOW VOLTAGE cr) ". ,` DRAWING INDEX M : y THE DOJO, CREATING A THIRD LEVEL OF USABLE SPACE.THE SPACE WILL CONSIST OF MEDITATION SPACE(BOTH MECHANICAL ~ 4 I I cfragt,A:Z.„,-, .'V't? " `$ ' e� 4 " INTERIOR AND EXTERIOR). SITE IMPROVEMENTS WILL CONSIST OF ONE ADDED PARKING SPACE TO COMPLY WITH cr ' e� T o w o ' �R $ � •. ' ZONING REGULATIONS. NO OTHER SITE IMPROVEMENTS ARE PLAN OUTSIDE OF THE CURRENTLY APPROVED DESIGN a _ 3 - U a � � `' X REVIEW DECISION. � , � , , � � � . � � • _�. �, � > DEFERRED SUBMITTALS DESIGN CRITERIA r,,,,,,,,,,, ,,,,„,..1...,1:.: 4q ;R J SHEET# 'SHEET TITLE REVISIONS: '� • 4 GENERAL # DESCRIPTION DATE �" .� �} f 7 1. DEFERRED SUBMITTAL WORK SHALL BE PROVIDED UNDER A SEPARATE CONTRACT AND PERMIT. • '� 10?4E:ptaigA...' . AerSUBMITTALS SHALL BE DEFERRED G000 COVER SHEET • • • cHECKSHE[T-DN 12-APR-2017 y •� _ f x G100 CODE SUMMARY • n '' ' � g'Y 2. IT IS THE DEISGN-BUILD CONTRACTOR S RESPONSIBILITY TO CONFORM TO ALL APPLICABLE • • " '- ' ,, a , i b e BUILDING CODES AND TO PROVIDE ALL DOCUMENTATION REQUIRED TO OBTAIN PERMITS FOR 1 • rN!!Z;•,44 a " r °� '.I G102 CODE PLANS •� T r WORK UNDER THEIR SCOPE " E° '` x � - ''f 2: 3. THE OWNER, ARCHITECT, AND THEIR SUB-CONTRACTORS ARE NOT RESPONSIBLE FOR ADDITIONAL . : uetskt x A100 SITE PLANS • xY " COST INCURRED DUE TO DESIGN-BUILD CONTRACTORS ERRORS AND OMISSIONS. A210 NEW FLOOR PLANS • iAle � "n,:Ik'tZN:IK!r•;'];•':•:tili,:•:.(e.Y ;44rk::t1'ts.. '314441.1UP'---11111111L' 4. ELECTRICAL DESIGN-BUILD CONTRACTOR WILL COORDINATE POWER, SIGNAL, AND LIGHTING A310 NEW EXTERIOR ELEVATIONS • � `. 'k ¢ f >:` '' ; { �, • �" DESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH STATE ELECTRICAL CODE. ENERGY A410 NEW BUILDING SECTIONS • lici CODE, AND BUILDING CODE. � re ,,� ��� a �� � � :,� � � `fir x ,4.:.:: A610 NEW S iAIR PLANS �, DETAILS • . lk k'`? � ,,, �« : , •••',. A610 CONST�'UCTION ASSEMBLIES • t a>" 5. ELECTRICAL DESIGN BUILD CONTRACTOR WILL REVIEW THE DRAWING SET AND MEET WITH THE VegaMitt" s' �. r" ,^ i A811 DETAII.S • . ,447`..-'... ... ,: ., , OWNER TO FINALIZE THE EXACT POWER LOCATIONS, REQUIREMENTS FOR EQUIPMENT, LIGHTING • f y""; • SWITCH LOCATIONS, PHONE 1 DATA OUTLET LOCATIONS, ETC .. ELECTRICAL DESIGN WILL PROVIDE A910 OPENING SCHEDULE • g s ;I� g`%kis?,L FOR CODE REQUIRED AND MAINTENANCE RECEPTACLES. STRUCTURAL ��'!" •, ' • = S210 FRAMING PLANS • f '► fi. ALL DESIGN BUILD CONTRACTORS WILL COORDINATE THEIR WORK WITH THE ARCHITECT AND ALL " ` w " OTHER TRADES PERFORMING WORK ON THIS PROJECT. I S410 SECTIONS f. • " • • I S810 DETAILS • IL ,� " €€ „_, ... ,:# r �. N s M yam” t.,' 7. CONSTRJCTION AND AS BUILT DRAWINGS TO BE PROVIQED TO THE ARCHITECT FOR THE OWNERS LANDSCAPE FINAL RECORDS. L100 'PLANTING PLAN , • I I I 8. ELECTRICAL DESIGN BUILD CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL DEVICES. INCLUDE BUT NOT LIMITED TO. STROBES: ANNUMCIATERS, AND EGRESS LIGHTING, REQUIRED BY LEGEND: ALL APPLICABLE CODES, POWER AND LIGHTING INCLUDED IN THIS DOCUMENT 15 TO REFERENCE • = ISSUED A5 PART OF SET PURPOSES ONLY. ` = ISSUED FOR INFORMATION ONLY PROPERTY INFORMATION ABBREVIATIONS AC ASPHALT PAVING FE FIRE EXTINGUISHER NTS NOT TO SCALE SUSP SUSPENDED ADDRESS: 8970 SW BURNHAM STREET ACOUS ACOUSTICAL FIN FINISH (N) NEW SYM. SYMMETRICAL C�'TYOFTIGARD TIGARD, OREGON 97223 AD AREA DRAIN FLASH FLASHING NIC NOT IN CONTRACT R r wx�u►IORC0 CUMPLIANCB rl. ALT ALTERNATE FLR FLOOR NO. OR # NUMBER THK THICK JURISDICTION CITY OF TIGARD ALUM ALUMINUM FOC FACE OF CONCRETE THRU THROUGH +�� ARCH ARCHITECTURAL FOF FACE OF FINISH OA OVERALL TC TOP OF CURB 0�(�, ZONE: MU CBD (MIXED USE CENTRAL BUSINESS DISTRICT) FOS FACE OF STUDS OR STEEL OC ON CENTER TIG TEMPERED GLASS - � OVERLAY DISTRICT: TIGARD DOWNTOWN PLAN D15TRICT BD BOARD FT FOOT, FEET OD OUTSIDE DIAMETER T.O. TOP OFputt �..��� ns� SUBAREA: FANNO-BURNHAM, STATION AREA OVERLAY BLDG BUILDING FURR FURRING OF/CI OWNER FURNISHED/ TOC TOP OF CURB Addt�e � A �, F� BLKG BLOCKING CONTRACTER INSTALLED TOW TOP OF WALL PROPERTY ID# R462243 B.O. BOTTOM OF GA GAUGE OPHD OPPOSITE HAND TYP TYPICAL Suite,ih BTM BOTTOM GALV GALVANIZED OPNG(S) OPENINGS} Bpi Dsl �� STATE ID# 2S102AD02700 G.B. GYPSUM BOARD UON UNLESS OTHERWISE a CLG CEILING GL GLASS P PAINTED NOTED SITE AREA: 16,116 SF CLR CLEAR P-LAM PLASTIC LAMINATE CMU CONCRETE MASONRY UNIT HC HOLLOW CORE PLAS PLASTIC VER VERIFY OFFICE COPY BUILDING FOOTPRINT: 5,595 SF CONC CONCRETE HQWR HARDWARE PR PAIR VERT VERTICAL COL COLUMN PT PRESSURE TREATED VIF VERIFY IN FIELD PROJECT#: DRAWN BY: BUILDING TOTAL BUILDING: 6,133 SF CONT CONTINUOUS HGT HEIGHT PTD PAPER TOWEL 16-016 NDC C.T. CERAMIC TILE HM HOLLOW METAL DISPENSER WD WOOD HORIZ HORIZONTAL PLYWD PLYWOOD WI WITH DATE: PNL PANEL W/O WITHOUT DBL DOUBLE ID INSIDE DIAMETER WP WATERPROOF 9-MARCH-2017 DEMO DEMOLISHED INSUL INSULATION R RADIUS SHEET TITLE: DET DETAIL INT INTERIOR RD ROOF DRAIN DIA DIAMETER REF REFERENCE DN DOWN JAN JANITOR RE INF REINFORCED) D.Q. DOOR OPENING JT JOINT REQ D REQUIRED DS DOWNSPOUT REsal IL RESILIENT COVER DWG DRAWINGS) LAM LAMINATES RO ROUGH OPENING LAV LAVATORY RM ROOM LT LIGHTSHEET EA EACH SC SOLID CORE ELEC ELECTRICAL MANUF MANUFACTURER SCHED SCHEDULE ELEV ELEVATION MAX MAXIMUM SECT SECTION EQ EQUAL MFR MANUFACTURE SHT SHEET I- EQUIP EQUIPMENT MIN MINIMUM, MINUTE SHTHG SHEATHING SHEET: ES EACH SIDE MISC MISCELLANEOUS SIM SIMILAR (E) EXISTING M.Q. MASONRY OPENING SQ SQUARE W EXIST. EXISTING MTD MOUNTED STD STANDARD COI— EXP EXPANSION MTL METAL STL STEEL vJ EXT EXTERIOR MUL MULLION STOR STORAGE STRUC STRUCTURAL 2 000 LU a g7P-., ___e. - El BUILDING CODE SUMMARY GENERAL NOTES ENERGY CODE CHAPTER 7-FIRE &SMOKE PROTECTION FEATURES SECTION 1011.2: EXIT SIGNS --- 1. ALL RATED WALLS EXTEND FROM FLOOR TO STRUCTURE ABOVE;SEE PLANS FOR WALL EXIT SIGNS TO BE INTERNALLY ILLUMINATED AT ALL TIMES AND ON AN EMERGENCY BACK-UP ALL WORK TO COMPLY WITH 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE. TYPES&CONSTRUCTION DETAILS. TABLE 705.8:MAXIMUM AREA OF EXTERIOR WALL OPENINGS POWER SOURCE. WALL OPENING AREA CHAPTER 5-COMMERCIAL ENERGY EFFICIENCY ELEVEN ENGINEERING&DESIGN,LLC 2. BUILDING IS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. PROTECTED,NONSPRINKLERED 5'-0"TO< 10'-0" 25% TABLE 1014.3:COMMON PATH OF EGRESS TRAVEL 2432 NE 59th AVENUE UNPROTECTED, NONSPRINKLERED 30'-0"OR GREATER NO LIMIT OCCUPANCY WITHOUT SPRINKLER SYSTEM TABLE 502.1.1: BUILDING ENVELOPE REQUIREMENTS: OPAQUE ASSEMBLIES PORTLAND,OREGON 97213 APPLICABLE CODES B 30 OCCUPANTS= 100' I >30 OCCUPANTS=75' CHAPTER 8 - INTERIOR FINISHES 971. 44.1919 <_ CLIMATE ZONE REQUIRED PERFORMANCE WWW.11-ED.COM ALL WORK TO COMPLY WITH CURRENT FEDERAL, STATE,COUNTY, CITY BUILDING&ADA CODES& TABLE 1015.1:SPACES w/ONE EXIT ROOF OD `l'C REGULATIONS. TABLE 803.9: OCCUPANCY ALLOWABLE OCCUPANCY ACTUAL OCCUPANCY �� C,$, GROUP EXIT PASSAGEWAYS CORRIDORS ROOMS& ENCLOSURES B 49 12(2nd FLOOR OPEN OFFICE) ATTIC AND OTHER R-38 �C.� � CHAPTER 3- USE&OCCUPANCY CLASSIFICATION B CLASS A CLASS B CLASS C B 49 5 (3rd FLOOR MEDITATION ROOM) WALLS,ABOVE GRADE NIT C RTER n SECTION 304: B- BUSINESS CHAPTER 9-FIRE PROTECTION SYSTEMS TABLE 1016.1: EXIT ACCESS TRAVEL DISTANCE WOOD FRAMED AND OTHER R-13+ R3.8ci OR R-21 ."'3 B < 200' (NON-SPRINKLED) OPAQUE DOORS PORTLAND,OR CHAPTER 5 -GENERAL BUILDING HEIGHTS&AREAS PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN ACCORDANCE WITH THIS SECTION AND ALL Cl� 6463 5 APPLICABLE CODES. TABLE 1018.2: MINIMUM CORRIDOR WIDTH SLIDING U-0.50 ��} TABLE 503:V-A CONSTRUCTION FIRE ALARM AND DETECTION SYSTEMS ARE TO INSTALLED IN ACCORDANCE WITH THIS SECTION ANY FACILITIES NOT LISTED IN TABLE = 44" 1> O� CONST. TYPE AREA HEIGHT AND ALL APPLICABLE CODES. WITH A REQUIRED OCCUPANCY CAPACITY LESS THAN 50=36" SWINGING U-0.70 C OF B 18,000 SF 3 STORIES CHAPTER 10- MEANS OF EGRESS CHAPTER 11 -ACCESSIBILITY ALLOWABLE HEIGHT ACTUAL HEIGHT B 3 3 =ALLOWABLE TABLE 1004.1.1: OCCUPANT LOAD THIS DEVELOPMENT IS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT AND THIS GROUND FLOOR CHAPTER OF THE 2014 OSSC. ALLOWABLE AREA ACTUAL AREA OCCUPANCY AREA LOAD FACTOR OCCUPANCY LOAD TABLE 502.3: BUILDING ENVELOPE REQUIREMENTS: FENESTRATION B 18,000 SF 6,557 SF =ALLOWABLE BUSINESS 424 SF 100 GROSS 5 CHAPTER 17-SPECIAL INSPECTIONS CLIMATE ZONE REQUIRED PERFORMANCE PACIFIC R I M SECTHE STTORAGE, UTILITY,ON 508.2:ACCESSORY CIRCULATION ARE ANCILLARY TO THE MAIN OCCUPANCY AND ARE UNDER OCCUPANCY REQUIRED EGRESS VVIDTH EQU RED PROVIDED OFF CIAL.ER IS TO PROVIDE SPECIAL INSPECTIONS AS REQUIRED BY CODE OR LOCAL BUILDING FIXED,OPERABLE,THAN 50%GLAZING AND DOORS w/GREATER 0.35 MARTIAL ARTS 10%OF THE BUILDING AREA. BUSINESS 5(0.2) = 1" 42" CHAPTER 29 -PLUMBING SYSTEMS METAL FRAMING w/OR w/o THERMAL BREAK ACADEMY CHAPTER 6-TYPES OF CONSTRUCTION SECTION 1005.3.1:STAIRWAYS FIXED: INCLUDING STOREFRONT 0.45 3TABLE 601:V-A 5� FLOOR OCCUPANCY REQ UIRED)I=1 . 36"PROVIDED CLEAR BETWEEN HANDRAILS OCC TABLE 2902.1:MINIMUMPOLADMBING FIXTURES MEDITATION WATER CLOSETS LAVATORIES SHOWERS FOUNTAIN ALL OTHER 0.46 PRIMARY STRUCTURAL FRAME 1 HR B 6,557 100 3 PER GENDER 2 PER GENDER N/A N/A ROOM BEARING WALLS 1 HR 2nd FLOOR OCCUPANCY REQUIRED PROVIDED SHGC-ALL TYPES 0.40 NON BEARING WALLS 0 HR 17 17(0.3) =5.1" 36"CLEAR BETWEEN HANDRAILS THREE (3) UNISEX RESTROOMS WITH ONE(1)TOILET&ONE (1) LAVATORY IN EACH PROVIDED FOR FLOOR CONSTRUCTION 1 HR CUSTOMER/CLIENT USE;AND ONE (1) PRIVATE RESTROOM IS PROVIDED. 8970 SW BURNHAM STREET ROOF CONSTRUCTION 1 HR SECTION 1006: MEANS OF EGRESS ILLUMINATION TIGARD, OREGON EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 90 MINUTES IN THE EVENT OF TABLE 602: A FAILURE OF NORMAL LIGHTING, ILLUMINATION SHALL BE NOT LESS THAN ONE FOOT-CANDLE CONST.TYPE DISTANCE OCCUPANCY RATING ALONG THE PATH OF EGRESS,AND THE EGRESS LIGHTING POWER SERVICE IS TO HAVE BACK-UP V-A 5'5X< 10 B 1 HR POWER SOURCE. 105X<30 B 1 HR X>_30' B OHR REVISIONS: # DESCRIPTION DATE ADA CLEARANCES F — FIRE ALARM SIGNAL/STROBE FIRE EXTINGUISHER SIGN — PORTABLE FIRE EXIT SIGN EXTINGUISHER WALL MOUNTED FIRE ..17--- ,r, w/WALL MOUNT EXTINGUISHER CABINET BRACKET r` TACTILE SIGNAGE — TELEPHONE — MANUAL PULL — TEMPERATURE — ELECTRICAL OUTLET OUTLET STATION CONTROL / RECESSED FIRE CASEWORK . EXTINGUISHER �—�c LEVER OR ' - /✓ CABINET ,i''+ ' CARD READER ELECTRICAL „r — ,r+ ?s U-SHAPED DOOR PULL th x .,,, OUTLET 'r ® c -----„� N 4 7 T 9 I- i " X g Y `r SIDE FRONT e 4 ,r, 4 4 ,�, g VIEW VIEWiR Eo Z 6 —_F • . CASEWORK WALL OUTLETS & MOUNTED ITEMS DOORWAY ELEMENTS — TOWEL DISPENSER &WASTE RECEPTACLE — SANITARY NAPKIN DISPENSER SLOT MIRROR — COAT HOOK 39"-41" — RECESSED BACKING I 1 — SOAP DISPENSER f 6" — TOILET PAPER DISPENSER 1 T �� r HAND DRYER 42" I GRAB BAR MAX 36" - \ MIN. 17" 19" _- .,,, �� _ V =,,, , %f AA)Cf I I J TOILET SEAT lJ COVER DISPENSER MIN' --- Co - Ma o o J i_ J _ PROJECT#: DRAWN BY: �� �o �o io T �o �'� SIIIIII y z a o '� '" Y a g `r g " M -` lJ J • 16-016 NDC J �� 1, v 2 I '1�" 1TN 2' N � N W MIN. DATE: �'I," y 18" 1s• 9-MARCH-2017 MIN. J.' 6" i SHEET TITLE: MAX. 30" DRINKING FOUNTAIN TOILET ROOM CLR. ' CODE 10" 20"_25" 30" SUMMARY ilf6 ,- N.,46_ , ..—. .- -.0" ' 11 1pI k..(...\‘0,..), ���A,I,I/� SHEET: I FORWARD REACH LIMIT MAXIMUM SIDE REACH OVER HIGH AND LOW SIDE REACH LIMITS G UJ U) ADA REACHES AN OBSTRUCTION I- 100 W W 1 __ _.__ g 17- - BUILDING CODE SUMMARY = =_ GENERAL NOTES ENERGY CODE CHAPTER 7-FIRE&SMOKE PROTECTION FEATURES SECTION 1011.2: EXIT SIGNS 1. ALL RATED WALLS EXTEND FROM FLOOR TO STRUCTURE ABOVE; SEE PLANS FOR WALL EXIT SIGNS TO BE INTERNALLY ILLUMINATED AT ALL TIMES AND ON AN EMERGENCY BACK-UP ALL WORK TO COMPLY WITH 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE. TYPES&CONSTRUCTION DETAILS. TABLE 705.8:MAXIMUM AREA OF EXTERIOR WALL OPENINGS POWER SOURCE. WALL OPENING AREA CHAPTER 5-COMMERCIAL ENERGY EFFICIENCY ELEVEN ENGINEERING&DESIGN,LLC 2. BUILDING IS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. PROTECTED, NONSPRINKLERED 5'-0"TO< 10'-0" 25% TABLE 1014.3:COMMON PATH OF EGRESS TRAVEL 2432 NE 59th AVENUE UNPROTECTED, NONSPRINKLERED 30'-0"OR GREATER NO LIMIT OCCUPANCY WITHOUT SPRINKLER SYSTEM TABLE 502.1.1: BUILDING ENVELOPE REQUIREMENTS: OPAQUE ASSEMBLIES PORTLAND,OREGON 97213 . 971.344.1919 APPLICABLE CODES B <_ 30 OCCUPANTS= 100' I >30 OCCUPANTS=75' CLIMATE ZONE REQUIRED PERFORMANCE WWw.11 ED.coM CHAPTER 8- INTERIOR FINISHES ALL WORK TO COMPLY WITH CURRENT FEDERAL, STATE,COUNTY, CITY BUILDING&ADA CODES& TABLE 1015.1:SPACES w/ONE EXIT ROOF a$1) M REGULATIONS. TABLE 803.9: OCCUPANCY ALLOWABLE OCCUPANCY ACTUAL OCCUPANCY ��v Mc GROUP EXIT PASSAGEWAYS CORRIDORS ROOMS&ENCLOSURES B 49 12(2nd FLOOR OPEN OFFICE) ATTIC AND OTHER R-38 CHAPTER 3-USE&OCCUPANCY CLASSIFICATION B CLASS A CLASS B CLASS C B 49 5(3rd FLOOR MEDITATION ROOM) WALLS,ABOVE GRADE �'ti y.MIT C RTER n SECTION 304: B- BUSINESS CHAPTER 9-FIRE PROTECTION SYSTEMS TABLE 1016.1:EXIT ACCESS TRAVEL DISTANCE WOOD FRAMED AND OTHER R-13+ R3.8ci OR R-21 •"3 B < 200' (NON-SPRINKLED) OPAQUE DOORS CHAPTER 5 -GENERAL BUILDING HEIGHTS&AREAS_ PORTABLE FIRE EXTINGUISHERS TO BE PROVIDED IN ACCORDANCE WITH THIS SECTION AND ALL c PORTLAND,OR 6463 �O� APPLICABLE CODES. TABLE 1018.2:MINIMUM CORRIDOR WIDTH SLIDING U-0.50 �", TABLE 503:V-A CONSTRUCTION FIRE ALARM AND DETECTION SYSTEMS ARE TO INSTALLED IN ACCORDANCE WITH THIS SECTION ANY FACILITIES NOT LISTED IN TABLE = 44" 17 �v CONST.TYPE AREA HEIGHT AND ALL APPLICABLE CODES. WITH A REQUIRED OCCUPANCY CAPACITY LESS THAN 50=36" SWINGING U-0.70 OF O B 18,000 SF 3 STORIES CHAPTER 10- MEANS OF EGRESS_ CHAPTER 11 -ACCESSIBILITY ALLOWABLE HEIGHT ACTUAL HEIGHT B 3 3 =ALLOWABLE TABLE 1004.1.1: OCCUPANT LOAD THIS DEVELOPMENT IS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT AND THIS GROUND FLOOR CHAPTER OF THE 2014 OSSC. ALLOWABLE AREA ACTUAL AREA OCCUPANCY AREA LOAD FACTOR OCCUPANCY LOAD, TABLE 502.3: BUILDING ENVELOPE REQUIREMENTS: FENESTRATION B 18,000 SF 6,557 SF =ALLOWABLE BUSINESS 424 SF 100 GROSS 5 CHAPTER 17-SPECIAL INSPECTIONS CLIMATE ZONE REQUIRED PERFORMANCE PACIFIC R I M SECTION 508.2:ACCESSORY OCCUPANCIES SECTION 1005: EGRESS WIDTH OWNER IS TO PROVIDE SPECIAL INSPECTIONS AS REQUIRED BY CODE OR LOCAL BUILDING FIXED,OPERABLE,AND DOORS w/GREATER 0.35 MARTIAL ARTS 10 THE OFTHEBUILDING AREA.CIRCULATION ARE ANCILLARY TO THE MAIN OCCUPANCY AND ARE UNDER BUSINESSOCCUPANCY s�O jIRED PROVIDED. OFFICIAL. THAN METAL F/RAMING wGOR w/o THERMAL BREAK ACADEMY CHAPTER 29-PLUMBING SYSTEMS CHAPTER 6-TYPES OF CONSTRUCTION SECTION 1005.3.1:STAIRWAYS FIXED: INCLUDING STOREFRONT 0.45 3rd FLOOR OCCUPANCY REQUIRED PROVIDED TABLE 2902.1:MINIMUM PLUMBING FIXTURES MEDITATION TABLE 601:V-A 5 5 (0.3) = 1.5" 36"CLEAR BETWEEN HANDRAILS OCC SF LOAD WATER CLOSETS LAVATORIES SHOWERS FOUNTAIN , ALL OTHER 0.46 ROOM PRIMARY STRUCTURAL FRAME 1 HR B 6,557 100 3 PER GENDER 2 PER GENDER N/A N/A BEARING WALLS 1 HR 2nd FLOOR OCCUPANCY REQUIRED PROVIDED SHGC-ALL TYPES 0.40 NON BEARING WALLS 0 HR 17 17(0.3) =5.1" 36"CLEAR BETWEEN HANDRAILS THREE (3) UNISEX RESTROOMS WITH ONE (1)TOILET&ONE (1) LAVATORY IN EACH PROVIDED FOR FLOOR CONSTRUCTION 1 HR CUSTOMER/CLIENT USE;AND ONE (1) PRIVATE RESTROOM IS PROVIDED. 8970 SW BURNHAM STREET ROOF CONSTRUCTION 1 HR SECTION 1006: MEANS OF EGRESS ILLUMINATION TIGARD, OREGON EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A PERIOD OF 90 MINUTES IN THE EVENT OF TABLE 602: A FAILURE OF NORMAL LIGHTING, ILLUMINATION SHALL BE NOT LESS THAN ONE FOOT-CANDLE CONST.TYPE DISTANCE OCCUPANCY RATING ALONG THE PATH OF EGRESS,AND THE EGRESS LIGHTING POWER SERVICE IS TO HAVE BACK-UP V-A 5'<_X< 10 B 1 HR POWER SOURCE. 105X<30 B 1 HR X>_30' B 0 HR REVISIONS: # DESCRIPTION DATE ADA CLEARANCES i — FIRE ALARM SIGNAL/STROBE EXIT SIGN FIRE EXTINGUISHER SIGN — PORTABLE FIRE I EXTINGUISHER 4..0 WALL MOUNTED FIRE ,4 w/WALL MOUNT EXTINGUISHER CABINET BRACKET 17—... i WI TACTILE SIGNAGE — TELEPHONE MANUAL PULL TEMPERATURE — ELECTRICAL OUTLET OUTLET STATION CONTROL RECESSED FIRE ©CASEWORK #77 EXTINGUISHER CABINET - -fie LEVER OR =.• j F ,.9.1 9 ELECTRICAL ,� L = - x = U-SHAPED DOOR PULL CARD READER 4- Y. OUTLET N _ ---— " IX x uo So ¢ SIDE FRONT iv , v O iv Y VIEW VIEW v 4 '� 4 4 -_,_ \ .. .. . CASEWORK WALL OUTLETS & MOUNTED ITEMS DOORWAY ELEMENTS — TOWEL DISPENSER &WASTE RECEPTACLE — SANITARY NAPKIN DISPENSER SLOT r MIRROR RECESSED BACKING I I — COAT HOOK 39"-41" -11 — SOAP DISPENSER 6" — TOILET PAPER DISPENSER \\\\ 1 T' r— MAX i T HAND DRYER 1 /36" \ MIN. 42" I T`- GRAB BAR � 1 .Zi.' — Ir TOILET SEAT 17"-19" —L,-, —"c u, © —,4 col IISI , r 8, JCOVER DISPENSER MINS 0 0 ° �` r� `r �.'�__` __j—�`.' T_____,, —i PROJECT#: DRAWN BY: o -( 16-016 NDC _I g:g g ,. 20" I, .t 2 IN. Tr° M F N N DATE: 1 N W MIN. �\5 �� 18" 9-MARCH-2017 Jr 8" MIN. [ SHEET TITLE: 6" MAX. 30" / e DRINKING FOUNTAIN TOILET ROOM CLR. CODE '°" 30" SUMMARY Y Y i � _ ,`i , T Ir g MAIL& a g ;4,3 g i SHEET:� WiT�� _ .st FORWARD REACH LIMIT MAXIMUM SIDE REACH OVER HIGH AND LOW SIDE REACH LIMITS G C/) ADA REACHES AN OBSTRUCTION I- 100 Ct UJ 0 ::::::: :::„„:„„,,.„,,,,:„,;,,„ RECEIVED OCCUPANCY LEGEND ,„,. ,.., : AA A APR 1 3 2017 B OCCUPANCY ELEVEN ENGINEERING&DESIGN,LLC 2432 NE 59th AVENUE 107 I STORAGE 106 I FITNESS AREA• 105 I PRACTICE AREA 103 EXISTING RESTROOM 104 EXISTING RESTROOM PORTLAND,OREGON 97213 OCCUPANCY S-1 OCCUPANCY A OCCUPANCY A-3 OCCUPANCY A OCCUPANCY ATYQFTtGAU 971.344.1919 GROSS AREA 82 GROSS AREA 127 GROSS AREA 3,217 GROSS AREA 37 GROSS AREA 24 BUILD�NGD O PEDESTRIAN SITE PATH WWW.11-ED.COM OCC LOAD FACTOR 300 OCC LOAD FACTOR 50 I OCC LOAD FACTOR 50 OCC LOAD FACTOR 100 OCG LOAD FACTOR 100 PER PLANNING CONDITIONS ApSD #OF OCCUPANTS 1 #OF OCCUPANTS 3 I #OF OCCUPANTS 65 #OF OCCUPANTS 1 #OF OCCUPANTS 1 AR EXITS REQD. 1 EXITS READ. 1 EXITS REQD. 2 EXITS REQD. 1 EXITS REQD. 1 £� PATH OF EGRESS .� 0 0I ho 0 NIST 1 C..RTER I 0-0" I EGRESS DISTANCE 108 1 NEW RESTROOM /1...... ® • •— OCCUPANCY A EXIT SIGN PORTI}AND,OR GROSS AREA 72 — A INTERNALLY ILLUMINATED ON �� 6463 d OCC LOAD FACTOR 100 G �� EMERGENCY BACK-UP POWER #OF OCCUPANTS 1 ,� 102 I KITCHENETTE ` �� •ii OCCUPANCY A OF EXITS REQD. 1 46-4" I r {0� k‘A GROSS AREA 127 / 7S OCC LOAD FACTOR 10D SITE MATERIAL LEGEND LF7 ' �� r #OF OCCUPANTS 2 109 I LAUNDRY ROOM D 75-6 I EXITS READ. 1 OCCUPANCY A GROSS AREA 80 ''`` ` \ S ,,» ��� ASPHALT OCC LOAD FACTOR 100 ' X47_5„ I 50-6" PACIFIC R I M 1 #OF OCCUPANTS 1 1 Q COMMON PATH R, MARTIAL ARTS EXITS REQD. 1 D W a. O - N (50-6"+8-2"= 58-8") CONCRETE ACADEMY N \ Z. / o N. / / N. / N / MEDITATION tp_ L _ _ AI i, z X x LANDSCAPING 110 1 MEN S CHANGING ROOM / \ �/ .7 I7 ��T .jL // ROOM OCCUPANCY A V N 7 1-j \T 1 7' . - V \ / \ 8970 5W BURNHAM STREET GROSS AREA 133 � / I / OCC LOAD FACTOR 15 � • • ( NI I/ \I Y — NI I/ N / \� PERMEABLE PAVERS . ,� T{GARD, OREGON #OF OCCUPANTS 9 97 EXITS REQD. 1 L - J 111 WOMEN S CHANGING ROOTi ADD PANIC HARDWARE OCCUPANCY A FOR EGRESS GROSS AREA 755 OCCUPANCY A REVISIONS: 101 ENTRY 1 LOBBY GROSS AREA 102 # DESCRIPTION DATE OCC LOAD FACTOR 15 1 OCC LOAD FACTOR 100 n CHECKSHEET-DN 12-APR-2017 #OF OCCUPANTS 7 #OF OCCUPANTS 8 EXITS REQD. 1 EXITS REQD. 1 N N W? CODE SUMMARY PLAN - GROUND LEVEL G100 SCALE: 1/8" = 1'-0" PLAN SITE 1 1 202 1 CHANGING ROOM OCCUPANCY A I GROSS AREA 108 OCC LOAD FACTOR 100 #OF OCCUPANTS 2 EXITS REQD. 1 A 203 I RESTROOM }.,:::, • OCCUPANCY A RTU-3 GROSS AREA 93 • ,.1,•::-.:-1:- ._: •-,:••••,..1.:::T-...11-•:•!: OCC LOAD FACTOR 100 f . #OF OCCUPANTS 1 ' EXITS REQD. 1 — �' L 117 ..:::::1::::::.::-:: W � '. — �� 114-9"Ii 0 rii- Um ��-/,�// " o) 3', ° Fe, 301 I COMMON AREA .....,....: Q \;, a OCCUPANCY A a ct., mom r 65-0" I iv Z GROSS AREA 192 I ., f' \ \ ' , W r 0° g OCC LOAD FACTOR 50 I • L 41 6, I % \�\: ;� \ —�_ #OF OCCUPANTS 4 I ve- • • " `moitimi .k 1 U EXITS REQD. 1 •1 ,1 �� »` »„ -1` i [ 201 OPEN OFFICE 1..-- . -.P.,:MWOIMARli1111MAIIIINK:10111(11111111111111111111111111E ,:11 �\\ :; \.w ; 1 ....N:ilil!§!..iiiiiiiiii:ii::,:ia.W::::::°!•!! . OCCUPANCY A ;,11'111!::-,: -1,••1';.. P; Q'. ., , . . .. 3 '' 302 I MEDITATION ROOMM M • 'h.,-. !� !CM GROSS AREA 842 _= � � � � � 9p< ,�—�� OCCUPANCY A .- �aei}, • ::, »%. ,� . - -,tee - . OCC LOAD FACTOR 100 I 1 ,, x, E, a s c� g a +tg�r ce a rad nes �< a s �a c "ls a s s a 116 : .: . ROSS AREA re. `.:*,.n „ .' ' #OF OCCUPANTS 9 S �� ` °I ,mow � '�� � � ,� ,,,,�, �� ,,,�, '-, ',,�. OCC LOAD FACTOR 50 „ ? " _ > EXITS READ. 1 - �,,, ,� \ : m #OF OCCUPANTS 3 LI �` �<,,,, s ,,Z\ ',',110411$41: .\�� , �, � _;��, �� �\uf EXITS REQD. 1t = ,\ .\\110114 111111:1:GI tieViragaiii\K.. ,. ' :,. >r \\ mliii • PROJECT#: DRAWN BY: r!::::,:'7:::Fii...:alli;i:i::*::!;:::„.......:4..M‘ki,1:111 *;;, ,, ,,,, 4. 16-016 NDC L..._ • 000-',A4tr.',i..:AHA'' :.;\:::::::::::.}1::1?:: , ,,,, ,.,, .., 77it DATE: . .'",;--:,„ :,,,...:''...... . ,- •.. .e ea .o .-- t. a , eq� + P '+-s.+4 ra avA .+. _1 i.„.:-vii....,,,......... , - -4..j 9-MARCH-2017 { ASHEET TITLE: 303 I MEDITATION ROOM • OCCUPANCY A GROSS AREA 116 OCC LOAD FACTOR 50 CODE #OF OCCUPANTS 3 EXITS READ. 1 SUMMARY N N N N N (2 � CODE SUMMARY PLAN - 2nd LEVEL �3 CODE SUMMARY PLAN - 3rd LEVEL 4 CODE SUMMARY SITE PLAN C ? G100 SCALE: 1/8" = 1' 0" `G100 SCALE: 1" = 20'-0" G1D0 SCALE: 1/8" = 1'-0" CD?CD® PLAN SITE SHEET: PLAN SITE PLAN SITE F- W C� 1o1 G Et w RATED CONSTRUCTION ASSEMBLIES RECEIVED _ . . . . . . . . . . . . III I I U I . . I I . I I . III I I ■ III III I . . . . . III III III III 1 1 . III III I I 1 1 1 1 1 1 1 1 1 APR 1 2017 OCCUPANCY LEGEND . . o0 RATED WALL SEMBLY PER PREVIOUSLY APPROVED PERMIT / / I CITY OF TIGARD - ,' 1:1 - - „ - - - - , i .h � I WALL TYPE E7 ,� � r - UYI,DNGDTt�SI�N B OCCUPANCY ELEVEN ENGINEERING&DESIGN,LLC i' /' I PORTLAND,OREGON9UE 7213141 1 HOUR RATED (WP 8130) J j •uI 971.344.1919 .: :- I=;iz, • %"GYPSUM BOARD — PEDESTRIAN SITE PATH WWW.11-ED.COM ry l • 2x6 WOOD STUD @ 16" O.C. / e ao : PER PLANNING CONDITIONS] f�jy :: a • R-21 BATT INSULATION �t _' .-:.:: - '.I • Y" PLYWOOD ,-_,Se `� it -- 14 PATH OF EGRESS . - - • e" EXTERIOR GLASS MAT GYPSUM BOARD I NST } C:RTER 0-0" EGRESS DISTANCE • 6 MIL. WEATHER BARRIER 1 . /:: 4 • • ARCHITECTURAL WALL PANEL � EXIT SIGN !PORTLAND,OR w/RAINSCREEN ® � D W THIS SPACE HAS 1 HOUR to INTERNALLY ILLUMINATED ON 6463 RATED FLOOR &CEILING N THROUGHOUT. x EMERGENCY BACK-UP POWER OC? JJ N / \ / \ N / \ / \ / V OF - \ / 6%"x 21" GLU-LAMRATED ASSEMBLY LEGEND xx (ABOVE) - ;� I {f WALL TYPE E8 / \ 7 / \ /\ 1/7 71 _■��= 1 HOUR RATED ASSEMBLY 6.- -.:IVAIII: k 1 HOUR RATED (WP 8130) / \ �/ \ / \ / \ / \ RATED SURROUND �■■i ■■= 2 HOUR RATED ASSEMBLY si,: mow. Li, —) — I N Z 7111 � I�` _ ] _ I� I I� \I i \ / �I @ COLUMN ■■■ __-- • (N)s"TYPE X GYPSUM BOARD - - ������_� -.-- _ =�=�s�i��.�l.=,� — ��_�. _■■■_ 3 HOUR RATED ASSEMBLY wl FIRE SEALANT @ ALL EDGES I '" �'�'�' I \ / CL1 4 HOUR RATED ASSEMBLY PACIFIC RI!: """"""""" t. MI Ell�- • EXISTING WALL ASSMEBLY MARTIAL ARTS EI Y" PLYWOOD FIRE CALCULAITONS ACADEMY _', -2\/------41' Y " GYPSUM BOARDb\_ BATT INSULATION RATED SURROUNDjf \- RATED SURROUND 2x WOOD STUDS ® @ COLUMN CL1 2x PLYWOOD @ COLUMN CL1 6%4"x 21"GLU-LAM WOOD STRUCTURE FOR BEAMS EXPOSED TO THREE SIDES. MEDITATION (SECTION 722.6.3) • (N)6 MIL. WEATHER BARRIER • (N)ARCHITECTURAL WALL PANEL (ABOVE) w/RAINSCREEN PLAN - N N GLU-LAM BEAMS: ROOM 1 RATED ASSEMBLYGROUND LEVEL (111:)(:?) 6r"x21" G102 SCALE, 1/8'1 = 1'-0" 5r"x 24" 8970 SW BURNHAM STREET PLAN SITE 5W x 15" TIGARD, OREGON At 2.54ZB-[4-(B/D)] WALL TYPE 14 RATED WALL ASSEMBLY RATED WALL ASSEMBLY SMALLEST EXPOSED BEAM =5�"x 15"GLU LAM 1 HOUR RATED (WP 3510) PER PREVIOUSLY APPROVED PERMIT PER PREVIOUSLY APPROVED PERMIT (SIZE EQUIVALENT=6x12) • %"TYPE X GYPSUM BOARD �� Z= 1.3 B=6 D= 12 --H-3,------- :: ] • 2x6 OR 2x4 WOOD STUD @ 16" O.C. REVISIONS: • y" PLYWOOD (PER STRUCTURAL) I ;. _ 2.54(1.3)6 [4-(6/12)]= 19.812(3.5) =69.3=>69 MINS. RATING • �/" TYPE X GYPSUM BOARD - - - RTU-3 i # DESCRIPTION DATE 41 E I , WOOD FLOORS ^s , • �� - \ • ■ ® (SECTION 722.6 2.4) CHECKSHEET-DN 12-APR-2017 1:`_ ,::: �_�•.•�r� — r FLOOR DECKING: 3x6 TONGUE&GROOVE DECKING 45 MINS.* I [ : , , . /\ A %g" PLYWOOD SHEATHING 5 MINS. X" PLYWOOD SUBFLOOR 10 MINS. THIS SPACE HAS 1 HOUR D TOTAL: 60 MINS. RATED FLOOR &CEILING *INACCORDANCE TO UL TESTING CONDUCTED BY THE THROUGHOUT. 1 AMERICAN WOOD COUNCIL. :z;.. FLOOR TYPE A f Ell - - - - - - - � l =� E7131 ' SEE FIRE CALCULATIONS ,� Rpm - iii • FLOORING FINISH =f: �, _-„ -..,._, — • RUBBER IMPACT PAD [ -:. .:; THIS SPACE HAS 1 HOUR RATED FLOOR &CEILING • WOOD SUBSTRATE THROUGHOUT V • 6%a”x 24" GLU-LAM SHEATHING PER STRUCTURAL PLANS (ABOVE) ` • • 3x6 TOUNGE & GROOVE DECKING n `* • v ( ) 77-- - --- . :(;; ;:E;:: , f 'I r 'Is ( I [ _ \-- RATED SURROUND CEILING TYPE Cl 1 HOUR RATED (WP2603) E7 @COLUMN CL1 6• \__ 3/a"x 24" GLU-LAM • (ABOVE) PRE-MANUFACTURED WOOD TRUSS TN N N N • Y2'x2" F.R. PLYWOODSTRIPS @24" O.C. • 5/13"TYPE X GYPSUM BOARD RATED ASSEMBLY PLAN - 3rd LEVEL C_DRATEDASSEMBLY PLAN - 2nd LEVEL CD®G10� SCALE: 118" = 1'-0" SCALE: 118" = 1'-0" PLAN SITE 0 0 0C11)1 0 0 C2 :; THIRD LEVEL CLG. CEILINGTYPE C2 1 HOUR RATED (WP2601) I I I ," i nE7 I f • ROOFING (PER ROOF PLAN) ,-,. , ' - • y" PLYWOOD SHEATHING • • PROJECT#. DRAWN BY. i j i r • 11%"TJI JOIST @ 24" 0.C. _ r"r <r } :( i • R-38 BATT INSULATION 1` THIRD LEVEL 16-016 NDC 1\ h i\ 1\ ill 1 ..... . .......... • Y2"x 2" F.R. PLYWOOD STRIPS @ 24" O.C. . • b, DATE: ] 4 • e"TYPE X GYPSUM BOARD I _II—,��\ _ _ _ _ _ _ ic. _ _ _ _ _ _ SECOND LEVEL CLG IS 9-MARCH-2017 ] 1 I1 SHEET TITLE: - CI = EXPOSED WOOD t, jr 1 STRUCTURE; PER _� I FIRE CALCULATIONS - - - - - ■.W■I CODE III 4 SECOND LEVEL SUMMARY — A . EXPOSED WOOD ® 'E •i STRUCTURE; PER I EXPOSED WOODFIRE CALCULATIONS STRUCTURE; PER �` FIRE CALCULATIONS ����� 4....,....' SHEET: b I GROUND LEVEL I -1' ' w ' COLUMN TYPE CLI 1HOUR RATED (WP 185D) G , • %" EXTERIOR GLASS MAT GYPSUM BOARD • Y2" PLYWOOD 4 RATED ASSEMBLY SECTION 102 ' • TUBE STEEL COLUMN (PER STRUCTURAL) G102 SCALE: 1/8" = 1/-0" a i I! 0 .•••+ •• I d ELEVEN ENGINEERING&DESIGN,LLC A2432 NE 59th AVENUE SCOPE OF WORK SCOPE OF WORK —� L1J ,F` PORTLAND,OREGON 97213 971.344.1919 !r WWW.11-ED.COM 1"- � . x . •• + . • + + 4- • • z. Ds ZD :41 sikViD Mr, . • . . . • • • • • • • • 4. • • e • • • • • 1 • • • • • • • • • • • • ... H • 4. • • • •"ay•++• �� _ _ �� .. •. ,.•.♦«+.• a NTH C RTER �--- •"3`� ........ ..,. V*•i• • • • d PORTLAND,OR . • 4 • • • r=„ , �� =I = =11 ... F • •• ” >•••x. "• 6463 .1 6. , \ T ... ......:.• :, _;.,‘. ...,__,. ... .." ....... ... _ : .‘,.. .......,......•• 4 .• '.*.*• „01 . — T / ..... „.... 4r...i - ••••a . . • \\, OF OCL dilliih61611 .. . C ,\ • • I ,..- - ..% . . . . . . . r:.:::• :, : . . . • 1 .. .. . ,.. ..,- 1 44_ , 4 ."1,,•„ cri o • • a PACIFIC RIM • - - •Ir • • / • • + •` I MARTIAL ARTS . . . • . . . I E — i ACADEMY / LU MEDITATION DS DS Ls — — �. • I ROOM •a d +• / . 6970 SW BURNHAM STREET d O4-1 Q TIGARD, OREGON . . . • • C C ' C C . A z 4 �p / c/ 1 <7.• 4 • I / SCOPE OF WORK SCOPE OF WORK. CO • H\ :, • • •` « « f "`•'+'" c f I1 1 1. 0 _�.` 1 d� , 4 REVISIONS: "• ��� `Q•"•♦r`.`+•a .a. .a.• a.a I a d a �� # DESCRIPTION DATE , c 0 0 s. • a + + a + • r r r •• • • • • • • • • • • •• • • • • •• • • • + • • •• • W r a • e r • • • • • e a • • • a + • a • .•.•+ + . . a• _ v•v ••••.•. ea`a .�d�aZ b ";nT`T••'t� Tr .T< « - - ♦ a`a •a• • • 14, ♦ Q " « . . « • • r x v « « - w •"`« r ••r`.••a a +•• « « - - . ! �..• i` " ♦ « -w «"• .' •a • i • a • i+Y' M "• ,1,..'+ ' • • • • • • • • • • • a + - • , a • • a • • v e • v v v r • • +' • .- ... I + + +•+ •♦•a• • • a i • • •Y • a•♦ •+•+ +•••♦ +•a•♦ r•a•a•a+i a+`•`♦•Y`••N'••a•• ••v •.v ••«• • v•w + + \\\\I\\\:\\\\",\.. • N N ( 1 NEW SITE PLAN W? A100 _. .--- SCALE: 1/16" = 1'-0" PLAN SITE SITE MATERIAL LEGEND KEY NOTES 0 MODIFY CURB AS SHOWN. REMOVED ASPHALT LANDSCAPING TO BE REPLACED WITH ROOF-TOP VEGETATION, SEE FLOOR PLANS FOR MORE INFORMATION. 4 CONCRETE 0 ADD COMPACT PARKING SPACE AS SHOWN. REMOVED LANDSCAPING TO BE REPLACED WITH ROOF-TOP VEGETATION. [....-..............] LANDSCAPING (3) INSTALL VEGETATED FILTER STRIP, PER CLEAN 6" CONCRETE RETAINING WALL WATER SERVICES STANDARD. 3'43" wl#4 TOP & BOTTOM. Jr- MAINTAIN 3" CLEARANCE FROM EDGE () INSTALL CONCRETE RETAINING WALL. MAINTAIN " -"""' 3'-6"CLEAR BETWEEN BUILDING & WALL. SEE s,,-.4.. • �\/ - ' )\'``jam `��i I PERMEABLE PAVERS DETAIL 21A100 FOR MORE INFORMATION. z • /�\ \/\/ / ' ... m •f v y>� S INSTALL ROOF TOP VEGETATION, SEE FLOOR /\/y `! L ` `C VEGETATED FILTER STRIP PLANS FOR MORE INFORMATION. -"!...-,•--I ., 1 14:r •i. le,- .41ev....„ if or*e- \:. *.4.,) Ill it. A - . ! ' . • . /40„,..)V-##, 4" BED OF RIVER ROCK OVER 12"x 24" CONCRETE FOOTING LANDSCAPE FABRIC OVER w/#4 AT CORNERS. COMPACTED EARTH MAINTIAN 3" CLEARANCE FROM EDGE PROJECT#: DRAWN BY: 2 RETAINING WALL DETAIL 16-016 NDC A100 SCALE: 1/4" = 1-0" DATE: 9-MARCH-2017 SHEET TITLE: SITE PLAN SHEET: F- LU CO - C goo G Et w III 0 4 4 4 KEY NOTES A310 A310 A310 0 EXISTING SPACE TO REMAIN AS PREVIOUSLY APPROVED, UNLESS OTHERWISE NOTED. ELEVEN ENGINEERING&DESIGN,LLC 2432 NE 59th AVENUE a PORTLAND,OREGON 97213 a a EXISTING CEILING TO REMAIN AS PREVIOUSLY 971.344.1919 A410 A410 A410 APPROVED, UNLESS OTHERWISE NOTED. WWW.11-ED.COM 0T O '_ O 0 11'-0" O 19'-3" 0 0T 11'-0" 0 19'-3" CD O REMOVE WALLS AS SHOWN BY DASHED LINES. D ARc 11'-0" 19 3 ,y r 1' i•1 �C.J�� �f� REMOVE DOOR AS SHOWN BY DASHED LINES. , ... ...:.!.:.1.:.:.:. ` a ` REFER TO NEW FLOOR PLAN FOR NEW N aTH C RTER C: co — — O -._._ . ---1 - O @ �� . LOCATION. DAi ; ® REMOVE PORTION OF CEILING FOR STAIR 1 N - /7> PORTLAND,OR 4. CHANGING . .4 :::::2 . ..:.!.:.,0 HANGING N ® p61:...;.;,.;;.'_ :.. \ TYP, CLEARANCES. C.P., 6463 ROOM 3 f �- I RTU-3 1 W / 00 WH 22-0 6 PREVIOUSLY APPROVED ROOF& PARAPET. Ill V 6 _ O T (4�I �i ( ) 0 _ %.?.. ( -1,Ftp Ez "' 10 NP (--> NEW LOCATION OF PREVIOUSLY APPROVED (-- �� 0 I © ' : RTU SCREEN. MAINTAIN SAME DESIGN TIP Li',� I 11 (.05,- 111::) TYP. O O O PARAMETERS AND FINISHES. s.J I r — - — AL;TIN 1 1 1, I : , — :;� (8) NEW WALL AS SHOWN BY SOLID LINES. REFER _ _..... J I E. ... a, I TYP( a, COMMON AREA 14 fyp• TO WALL TYPE FOR MORE INFORMATION. I © . o ::::::::: PACIFIC RIM Aft i,) �,y 4'-5" 15'10 M (9) NEW EXTERIOR DECK. REFER TO SECTIONS 7r ,r N TYP. co ,c:,.:.: © a © S © t� 1u __ a AND DETAILS FOR MORE INFORMATION. MARTIAL ARTS A310 A 310 A41 cv I �. �s _kr- __.h ,5 :,: �� �I.10 1 I { I � A310 A;.10 A X10 �� � �� ._... A310 � � EQUAL I EQUAL 10 NEW MODULAR ROOF TOP GARDEN ASSEMBLY. ACADEMY l u u u a . -. i u u u 1 I X r. i _ I I. I. "\ u u u- u u u-r� I EDITATION o I MEDITATION 19 NEW STAIRS AND RAILING. REFER TO SHEET I IROOM o ! ROOM wi A610 FOR MORE INFORMATION. MEDITATION I PRIVATE OFFICE PRIVATE OFFICE _ �� " ~ 15/ NEW INTERIOR SWING DOOR. ROOM \ I O \ I I — ,.305 X306 © 5. ., .... �— = %/ NEW EXTERIOR SWING DOOR. 8970 SW BURNWAM STREET • -. EXTERIOR BECK TIGARD, OREGON _-_ - -- �_ .,, (14> NEW EXTERIOR SLIDING GLASS DOOR. d I O a C i0:4 0 t, 0 0 0 111-0! 1 -r- = I 41Ifl L 11-L 11 I►� X; :.1 . ..:.-.. 0 NEW EXTERIOR WINDOW. 1-4 r 41 _ __ I I -- t (16) NEW/e'GYPSUM BOARD CEILING AS SHOWN BY v I `J 'ik, HATCH PATTERN. ONEW EXTERIOR FIBER CEMENT SOFFIT PANEL. REVISIONS: © © © PANELS TO MATCH EXTERIOR FINISH, REFER # DESCRIPTION DATE TO EXTERIOR ELEVATIONS FOR MORE A310 A310 A310 INFORMATION. (18) NEW RECESSED CAN LIGHT. SHOWN FOR REFERENCE ONLY. REFER TO ELECTRICAL N N N N N AI DESIGN-BUILD DRAWINGS FOR MORE (1 ) 2nd LEVEL DEMOLITION PLAN CD® 2 2nd LEVEL NEW FLOOR PLAN 3 3rd LEVEL NEW FLOOR PLAN CDlV INFORMATION. A21SCALE: 1/8" = 1'-0" A210 SCALE: 1/8" = 1'-0" CD �1� SCALE: 1/8" = 1'-0" 71 OUTLINE OF ROOF ABOVE, PLAN SITE PLAN SITE PLAN SITE (20 OUTLINE OF BUILDING BELOW. (—> NEW PARAPET wl METAL PARAPET CAP. REFER TO EXTERIOR ELEVATIONS FOR MORE INFORMATION. 4 4 4 O NEW LOW SLOPE SINGLE-PLY MEMBRANE A310 A310 A310 ROOFING OVER NEW ROOF SHEATHING& WOOD TRUSSES. REFER TO STRUCTURAL FOR MORE INFORMATION. Alk Alk a O BUILT-UP SLOPE FOR POSITIVE DRAINAGE. A410 A410 ©A410 O (24) NEW THRU-WALL SCUPPER AND DOWN LEADER. 0 5 5 6 4 EI " 0 0 11'-0" O 19'_3„ 11'-0" 19'-3" 11 -0 19-3 f r , 1 i , co ,_____ 1_ _ . . _ 1 CI \ , . , , , -f--.63 - 7<)- . - 9'-0" Li: 1 i ' I RUSS a 9'-O" ,. • �. . RTU-3 T SLOPE ) . , , \ I COO J 0� , .9-A , „ ,, .4�pAL o aI 4- J . . . . I I 16 1 23 O _ II I nzy )k 110 i I r n' A310 A310 A4 I i A310 A310 A410 0 -- SFOPE I `.". A310 UuuOf � i Lb � [ .> L I 12 0 r4 • Q u u��7r----- 1. 16 :. E 16 i ( > O .� IIp` _ F` L ! i — .o I I PROJECT#: DRAWN BY: /17 �.. 1 > 23) I s 3'-0" , 16-016 NDC -L--H_L_L_L_L_LLL_LL_L, 1 �I #I�l�►,IIg11 a DATE: co , - . —_ . . _- . — Og '�' CP + f.,„\-- F 9-MARCH 2017_ """ I I.IILIII p LI II H 0 I1- 111 U ' TYP �, Tltuss SHEET TITLE: ID I r... 3 SLOPE ID '.. v 1 cis1 FLOOR Ark © © PLANS A310 A310 A310 N N N N N N SHEI=T: CD® c4c) 2nd LEVEL REFLECTED CEILING PLAN 5 3rd LEVEL REFLECTED CEILING PLAN 6 3rd LEVEL ROOF PLAN I— A210 SCALE: 1/8" = 1'-0" A210 SCALE: 1/8" = 1'-0" WSCALE: PLAN SITE PLAN SITE PLAN SITE A (J., 1C_ G 21 0 Et w KEY NOTES C B2 \ D (2) D OUTLINE OF WALL SIGN UNDER SEPARATE TED/ } T.Q. PARAPET I T.O. PARAPET46,„ ENGINEERING 59thI AVENUE DESIGN, LC ---__33' PORTLAND,OREGON 97213 > B 11 ' ?I I I I I I I I II I I1 ! 1 M 4 ... ... ____ _.J I I !I I I I I I ! I( 4) SIGN UNDER SEPARATE PERMIT. 971.3x4,1919 C / OUTLINE OF PROJECTED ERM ( ) I WWW.11-ED.COM ` 4 / K ) / / B 3 EXPOSED W.R.B.TO FOLLOW OUTLINE OF D I 1 I / r f ` 6 / 3� DOADJACENT BUILDING, REFER TO DETAILS FOR � CI I III �rK ( D.' > „ II JI_ -f1_ II ( 1 / MORE INFORMATION. C� 6 ) �',=� =- I� T.O. PARAPET_A,_ :t 11 + R- T.O. PARAPETC. vA 'I i 24'-2" ! -- 24'-2" () MODULAR ROOF TOP GARDEN ASSEMBLY. N aT C RTRR n H ( 121 - - — - 1- 7 ( 2 ) • X c.I1 PORTLAND,OR 4. T.O. PARAPET -- ; �_ 1 . __ __.._ .. ._��_------,- . .., ,: � i �,� -_ .. �2 MATERIAL SCHEDULE `dry?, �C} ! _� -- -- �17-3 I - _.----- � L� OF p� r MATERIAL/FIXTURES I` // G G ` 4 ` % // I� % �. I 1 - __. .. SYMBQLDESIGNATION Ali T.O. : min ! �. _ - , \ 4 / -- . 11 A --- _, _ � --_ �� — =I I SECOND FLOOR iii I i-;-._._,-T_ SECOND FLOO1 II MILNE 1 R S EXISTING CMU WALL ! 4 �� I . •.. ._ y x ®. s ` 3 � 1�� r i s p y/ \ g - ( B ) /, \ :_- I /4 / w/RAINSCREEN SYSTEM ( 2 ) �/ �/: _ GRADE ~ / . w _ GRADEAL_ EXPOSED W.R.B., PER WALL TYPE MARTIAL ARTS s — I ,� / 16 I 16 W ACADEMY IGROUND FLOOR _.. . \ ! GROUND FLOOR — — GROUND FLOOR D-O ._._ © 0 0 D, o" 0'-o„ ( 13- ) PRE-FINISHED METAL PARAPET CAP © o O B v / MEDITATION ( 2 ) - AIL SINGLE-PLY MEMBRANE ROOFING ROOM 1 OVERALL EXTERIOR ELEVATION EAST (-2\ OVERALL EXTERIOR ELEVATION - SOUTH A310 SCALE: 1/8" = 1'-0" 0 GUTTER & DOWNLEADER 8970 SW BURNHAM STREET A310 SCALE: 118" = 1'-0" TIGARD, OREGON frik STOREFRONT, PER OPENING SCHEDULE © ALUMINUM OVERHEAD SECTIONAL DOOR w/GLAZED &SOLID PANELS 2) (/Di / B) (1: 0 METAL PEDESTRIAN DOOR, PAINTED RSIONS:E #VI DESCRIPTION DAT E ziLT,Q. PARAPET 1 \ 1 L - T.O. PARAPET .7 ( 4 ) 33' O"+ IT' T © STAINLESS STEEL CABLE RAILING / B ( 2 (4L ) ,_. 1 I I K W w/METAL POST&WOOD TOP RAIL D ( 8 3 0 ALUMINUMWINDOW Bt.( e ) 0 0 ImI� _ �� L ( 2 s "T.O. PARAPET _ 24'-2" « I I I I Q I I T.D. FLOOR © ALUMINUM SLIDING GLASS DOOR L. _ - _1 - - I _- - L - - .._ J ©S1M L _ _- _LT J - - 22'-8" 0 E7 T CD) I I - � . . . ._ .• E .► 71. T.O. PARAPET eCOLOR 1 FINISH I , SYMBOL DESIGNATION sA ��"FagW ��ir r�• 17 3 MIIIMMEMINE 1:444Cir*:4401.‘1:44 . i�. 0 PAINTED TO MATCH " ...44114& 4 �`r 0 ADJACENT WALL MATERIAL ri SECOND FLOOR .�_ L + �_�:� � � �iiw� 0 wri 101-0" J � �*�i♦ � ��� 11•=�1rrr NICHIHA INDUSTRIAL BLOCK �_ �.�> � ����■�� � 0.4� tidt" It* ` • � A ( 8 ) • IMMO__ ( 1 ) 2 MINIMIZE REVEL APPEARANCE 41/ `♦ (. cA.di ��ww © NICHIHA-VINTAGE WOOD CEDAR GRADE �' ? � 1. ��i: INSTALL PANELS VERTICALLY 11.6" , •� 4 •+ ♦ miii.'� ....�__ om GROUND FLOOR — X � � I GROUND FLOORAah ANODIZED ALUMINUM- DARK BRONZE 1 • � ----- 0,_0„ 0'-0" 1M w/CLEAR LOW-E GLAZING AMIL lar ALUMINUM- COLOR TO MATCH STOREFRONT w/CLEAR LOW-E GLAZING &SOLID PANELS TO MATCH FRAME 4 OVERALL EXTERIOR ELEVATION - NORTH 3 OVERALL EXTERIOR ELEVATION - WEST (A310 SCALE: 1/8' = 1'-0" A310 SCALE: 118° = 1'-0" C 6 PAINTED TO MATCH STOREFRONT 0MI MEDIUM GRAY PER MANUFACTURER'S AVAILABILITY C D (B) l \ D1 \ ( B ) / D PROJECT#: DRAWN BY: T.O. PARAPET 1T O. PARAPET T . PARAPET 1� Q T.O.J) PARAPET 16-016 NDC -. -T �...f 1 �J ---33..10. 33, 0„ ! 1.1 !I` - — — — I K33' 0., 33 0 4 - _ �3 ) `- - B I -- - - - — — — --- ---- �" DATE I i l I l I l f l l l I 1 1 I I I I I I I I I I l I l I i 2 • ' 9-MARCH-2017 /M\ IIIIiI1l p O , ,,,,✓ I ! ( B � © q ! I \ 4 / / rr 6 6 3 B 6 I \ , 1 I 6 SHEET TITLE: IIII1IIIIIIIII - C (1: ) a ' ' 4--=---=--- 1 '1 -- B2 8 D ....�..... T.O. FLOOR T.O. FLOOR I T.O. FLOOR T O FLOOR - I i .__..__ -__ � 8"'.-r I n _� > „ul 22, 8" 22'-8" 'I I 22 .8_ w� V 22 8 EXTERIOR • (a \ 5 LT' L 0 e = i ELEVATIONS I - II . l SHEET: I— (Lu VJ !8 PENTHOUSE EXTERIOR ELEVATION - SOUTH PENTHOUSE EXTERIOR ELEVATION - EAST e PENTHOUSE EXTERIOR ELEVATION - NORTH PENTHOUSE EXTERIOR ELEVATION - WEST I— I A310 SCALE: 1/8' = 1'-0" 1 A310 SCALE: 1/8" = 1'-0" `A310 SCALE: 1/8" = 1'-0" A310 SCALE: 1/8" = 1'-0" 2 310 Ct w FI1 ELEVEN ENGINEERING&DESIGN,LLC 2432 NE 59th AVENUE a © PORTLAND,OREGON 97213 971.344.1919 A410 A410 WWW.11-ED,COM 0 0 a 0 0 0 " ;c., 4r T.O. PARAPET T.Q. PARAPET N N.TH RTER n PORTLAND,• OR E. . ' 331-6" 331-6" K� • 4. I _ 1 ��� 6463 * f-Q _ __ T.O. PARAPET T.O. PARAPET I tillI 111111 24' 2" 241-2n _ � 1l \ T.Q. FLOOR T O. FLCEOR.. "------, 1 23'-4. 23'x, r��������I \ B.O. CEILING`- B.O. CEILING — Hill 1 II 11 11 i i 1 ill i I II 19'-0"* 19'-0" I 4PACIFIC RIM H ,1 1 „ ii I MARTIAL ARTS I ACADEMY SECOND FLOG SECOND FLOOR 'I10' o" 10'-0" ► MEDITATION Z ROOM I , I w111 I, 8970 SW BURNHAM STREET o I I TIGARD, OREGON : ----- -- !it - GROUND_FL00R h GROUND FLOOR a 1 O'-0" 0`-0" J BUILDING SECTION CDBUILDING SECTION RVI# DESCRIPTION DATE 44.10./ SCALE: 118" = 1'-0" SCALE: 118" = 1'-0" PROJECT#: DRAWN BY: 16-016 NDC DATE: 9-MARC H-2017 SHEET TITLE: BUILDING SECTIONS SHEET: ,_. A w 0, C, 4. 10G� 0 il w 4 o o A310 0 F 1 1 D Jr 11'-0" 1. 19'-3" jr. ELEVEN ENGINEERING&DESIGN,LLC 2432 NE 59th AVENUE PORTLAND,OREGON 97213 --�� I I 971.344,1919 WWW.11-ED.COM CO ,, . _ ‘c.coD ARce„ 1 1 . . . . . , ..c., r N�T C RTER �] RTU-3 PORTLAND,OR r - 1 1/2" , • I CLR. r I iiiczjC:� 1 Y2"STEEL PIPE HANDRAIL; I. MAINTAIN 36"ABOVE 2x WOOD BLOCKING; F (.. 6463 f. 0 TREAD NOSING. / AS NEEDED FOR / RAIL ATTACHMENT. • r 5'-4" 18'-4" '?'� 0 4% - • / r LANDING 20 TREADS �� WH OF 1 0" - " Eo 3/2"STEEL BAR BRACKET - • Z 6'-0'"O.C. MAX. z I o _1 m 4 �, I I M PACIFIC RIM WALL ASSEMBLY A610 5 � i — MARTIAL ARTS PER WALL TYPE. `� i 4' 14" ACADEMY CLEAR I, 3'-0" A- COMMON AREA Z PRIVATE OFFICE MEDITATION a CLEAR _- 3"-6" I "� 1 ROO M r At Ai • © 8970 SW BURNHAM STREET A610 I I TIGARD, OREGON (2 NEW RAIL DETAIL A610 SCALE: 3" = 1'-0" STAIR FLOOR PLAN \\ A610 SCALE: 1/4" = 1'-0" REVISIONS: # DESCRIPTION DATE o o 0 CI 0 0 T.O. PARAPET - T.O. PARAPET 331-6" - r: II T.O.WALL PLATE I ' *...-... ililii ' -._.: Iiiiih#1#iiil_ Ie!_ i IiI'III�I�tl I i!•ISI li l i ..L___.IiNut _ J 31'-10" - II 5'-6'1 MEDITATION ROOM N 11" Y r moso !r ', t i ' \ r- k / / co ii i Lu . b m q\ ■ 11111111 . 11 ET o T.O. FLOOR `e%, FLOOR y N --- _ + \ 'CoI I N A II j 4Y1...Yz 23'-4" I I I I I li I I I T.O.. 231-4" \ I. �, '. T.O. LANDING } I. ..�� �, _ T.O.LANDING ii:-, .,,. ,_. __J. ' I� � s \ i � � i I� �I `,� a 22'-2'� Ei _ _ • 22 2 ------ I t�j rl1I1wI : I Ili I co ' • o ,\ :. moi B.O.RUBS x z - - 19U0" w in li zi \ - m \ 17 11'� BATH ROOM -- I 1. PRIVATE OFFICE I' - BATH ROOM CHANGING - . -- RO M �� I _ i . M o r km 1 s ,.1 I _ T.O. FLOOR -; — ;"-;-' T.Q. FLOOR PROJECT#: DRAWN BY: SHII I1 !I IJi t] I d Pi r, 1 Lt 1D' 0" _ H U U : el - - 101 0" 1 16-016 NDC 18'-4" -� DATE: 1 1 20 TREADS I 9-MARCH-2017 SHEET TITLE: STAIR C4 STAIR SECTION ( STAIR SECTION PLANS & A610 SCALE: 1/4" = 1'-0" A61 SCALE: 1/41 = V-0" SECTIONS SHEET: F- w „, ow CW w OW CONSTRUCTION ASSEMBLIES - - j- . — WALL TYPE E1 -2 HOUR RATED (WP 8416) — i� WALL TYPE E2-2 HOUR RATED(WP 8416) ' II WALL TYPE E3 —� WALL TYPE E4 — I, ` = WALL TYPE E5 1 = ELEVEN ENGINEERING&DESIGN,LLC ' I (EXTERIOR WALL @ ADJACENT BUILDING) 1 -_' 11 (TYPICAL RATED EXTERIOR WALL) : 4( (TYPICAL NON-RATED EXTERIOR WALL) (EXTERIOR WALL) II 41 (EXTERIOR WALL) 2432 NE 59th AVENUE !l PORTLAND,OREGON 97213 ------_-- - " 5 " 5 " • • .��`__ I • 2 LAYERS 58 GYPSUM BOARD TYPE X 1 -->-<- ` -<- I_ • 2 LAYERS /a GYPSUM BOARD TYPE X 1 i —._ • / GYPSUM BOARD EXISTING CMU WALL • ARCHITECTURAL WALL PANEL 971.344.1919 " s iI • F • w/RAINSCREEN WWW.11 ED.COM • 2x6 WOODSTUD 16 O.C. • 2x6 WOOD STUD 16 O.C. / METAL HAT CHANNEL 2x6 WOOD STUD 16 O.C. @ � @ a • R-21 BATT INSULATION I 41 • R-21 BATT INSULATION • R-21 BATT INSULATION • 2 LAYERS%"GYPSUM BOARD II' • 6 MIL.WEATHER BARRIER 1 D • 2"PLYWOOD 1 • Y2 PLYWOOD ,�I •• Yz PLYWOOD I, • /z PLYWOOD � C • 2x6 WOOD STUD • 2 LAYERS e"EXTERIOR GLASS _i' _ _ l� •• 2 LAYERS 5/" EXTERIOR GLASS _ •,� �— • 6 MIL.WEATHER BARRIER •_ 1 cLD 16"O.C. �� j MAT GYPSUM BOARD MAT GYPSUM BOARD • ARCHITECTURAL WALL PANEL �/ .___N____./._i__ � • Yz PLYWOOD '� .� • 2 LAYERS 6 MIL.WEATHER BARRIER • 6 MIL.WEATHER BARRIER w/RAINSCREEN • 6 MIL.WEATHER BARRIER 4� N VT C RTER STAGGER SEAMS • ARCHITECTURAL WALL PANEL • ARCHITECTURAL WALL PANEL w/RAINSCREEN w/RAINSCREEN • X PORTLAND,OR ,°. LP 6463 O OF v ii PACIFIC RIM — 11 WALL TYPE E6 MARTIAL ARTS -I (TYPICAL PARAPET WALL)it ACADEMY i • Y4"EXTERIOR FIBER CEMENT BOARD IG • 6 MIL.WEATHER BARRIER SII • 8"EXTERIOR GLASS MAT MEDITATION JI EDITATION I GYPSUM . • 2x6 WOOD STUD ARD @ 16"O.C. ROOM 1 • Yz"PLYWOOD • 6 MIL.WEATHER BARRIER 8970 SW BURNHAM STREET • ARCHITECTURAL WALL PANEL TIGARD, OREGON w/RAINSCREEN 01 EXTERIOR WALL TYPES A810 SCALE: NOT TO SCALE REVISIONS: # DESCRIPTION DATE = WALL TYPE 11 WALL TYPE 12 —i;. WALL TYPE 13 - (INTERIOR WALL) (TYPICAL INTERIOR PARTITION) (INTERIOR PLUMBING WALL) • 8"GYPSUM BOARD 1 • 8"GYPSUM BOARD _fes 1 • 8"GYPSUM BOARD • 2x4 WOOD STUD 16"O.C. • 2x6 WOOD STUD @ 16"O.C. �' • 2x6 WOOD STUD @ 16"O.C. @ • R-21 BATT INSULATION • %"GYPSUM BOARD • s " GYPSUM BOARD • Yz"PLYWOOD 1.— • %"GYPSUM BOARD _ _ 2 INTERIOR WALL TYPES A810 SCALE: NOT TO SCALE FLOOR TYPE A FLOOR TYPE AA FLOOR TYPE B FLOOR TYPE C • LAMINATE HARDWOOD FLOORING • LAMINATE HARDWOOD FLOORING • LAMINATE WOOD FLOORING • CONCRETE SLAB-ON-GRDAE • RUBBER IMPACT PAD I I • RUBBER IMPACT PAD I • • RUBBER IMPACT PAD PER STRUCTURAL PLANS • CONCRETE SLAB-ON-GRDAE " •. . : • 2"COMPACTED SAND • Yz"WOOD SUBSTRATE • Y2 WOOD SUBSTRATE 4 • SHEATHING PER STRUCTURAL PLANS -1. 4, I f. • SHEATHING PER STRUCTURAL PLANS PER STRUCTURAL PLANS ' . 4 : .,. 4 • 6 MIL.VAPOR BARRIER f"< ,41 / • 3x TOUNGE&GROOVE DECKING / ,)[1 • 3x TOUNGE&GROOVE DECKING 4. •.a • 2"COMPACTED SAND • 4"COMPACTED GRAVEL • 6 MIL.VAPOR BARRIER • 4"COMPACTED GRAVEL ;' I i ,-.i.,,,-,yr-23-A_ -.---—,......• , --2..7-,c-0 6 it---- 1 oie .CONDUIT TO RUN @ CENTERLINE �i-. • OF 3x DECKING WHEN PARALLELI = 3 FLOOR ASSEMBLIES PROJECT#: DRAWN BY: A810 SCALE: NOT TO SCALE 16-016 NDC DATE: 9-MARCH-2017 SHEET TITLE: DETAILS SHEET: F- A LLI U) I- 8 1 0 Ct w • _ pi i__,_ ___ Bi EXTERIOR WALL FINISH; PER PLANS _ ROOFING MEMBRANE TO ROOFING MEMBRANE ELEVEN ENGINEERING&DESIGN,LLC OVERLAP PASS-THRU SCUPPER w/4"CANT STRIP; 2432 NE 59th AVENUE Cr METAL FLASHING � RUN MEMBRANE UP& METAL PARAPET CAP PORTLAND,OREGON 97213 i„ w/HEMMED DRIP EDGE z OVER PARAPET FRAMING l'-v-_ -1I r--::-N w/HIDDEN CLEATS& 971.344.1919 � SHAPED WOOD CAPWWW.11-ED.COM x ROOF ASSEMBLY; ROOF ASSEMBLY; z PRE-FINISHED METAL \ is z CONDUCTOR HEAD v 3'' [ PER PLANS PER PLANS / ,D 44Jj w/OVERFLOW VENT --�F\ I /. - —s. - ° I ° • ^ ��� No" 1 MODULAR GREEN ROOF ASSEMBLY CONTINUOUS SEALANT I 2x4 STUDS @24"O.C. 1 f— EXTERIOR WALL FINISH; w/SOIL&PLANTINGS N kT RTER a w/Y2"PLYWOOD SHEATHING ._—\ PER PLANS / Y/ j 44 4 4 4 4+ / i < 2x4 STUDS PER ROOF RAFTERIL 1 - z_ '� � %'' F4f � C? ` • • 4"DOWNLEADER w/ I� a ° w/Y2"PLYWOOD SHEATHING ° • e EXTERIOR WALL FINISH; ° c° { �� z 6463 >> ( -eO ti PORTLAND,OR HANGER&SUPPORT - I , - PER PLANS _ - - -°y T� WRB TO OVERLAP FLASHING (11 li i {, O -t 2x4 STUDS PER ROOF RAFTER NICHIHA ESSENTIAL A ROOFING S PER PLANS RUCTURE; •1 1 )1 O � Ni \___ yiv — _.7---- w/Y2"PLYWOOD SHEATHING SOFFIT PANEL; SOFFIT FLASHING; ROOFING MEMBRANE; 40-mil POLYPROPYLENE �F FASTEN STUD TO TOP FASTEN STUD TO TOP PER PLANS PAINT TO MATCH FASCIA PANEL PER PLANS OR EPDM SLIP SHEET; &BOTTOM CHORD &BOTTOM CHORD RUN FROM EDGE TO EDGE OF ROOF RAFTER OF ROOF RAFTER WRB TO WRAP CORNER - &OVERLAP SEAMS 4"MIN. 4 THRU-WALL SCUPPER DETAIL 3 PARAPET DETAIL 2 EAVE CORNER DETAIL CI GREEN ROOF ASSEMBLY DETAIL PACIFIC RIM A811 SCALE: 1' = 1'-0" A811 SCALE: 1" = 1'-0" A811 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" MARTIAL ARTS ACADEMY MEDITATION ROOM - 8970 SW BURNHAM STREET EXTERIOR WALL; r-,. EXTERIOR WALL; - ; r. PER PLANS TIGARD, OREGON I • WRB TO OVERLAP FLASHING PER PLANS - i'� WRB TO OVERLAP FLASHING CONTINUOUS METAL FLASHING 1;:r ' CONTINUOUS METAL FLASHING �•` w/HEMMED DRIP EDGE 1 w/HEMMED DRIP EDGE 1" R-21 RIGID - FLOORASSEMBLY; •I 2x6 DECKING w/ "GAPS FLOOR ASSEMBLY; INSULATION ,,, 2x6 DECKING w/Y8"GAPS 2x6 DECKING w/Y8"GAPS ALUMINUM RAIL POST PER PLANS I 2x6 P.T.SLEEPERS�� PER PLANS I /- 2x6 P.T.SLEEPERS EACH POST&24"O.C. EACH POST&24PE C " FASTENERS PER STRUCTURAL - . --,TI_ I REVISIONS: - _ @ EACH POST&24 O.C. WRB TO OVERLAP FLASHING IG-, - i 6"SELF-HEALING STRIP \-. y, �r ��~ "4 �� �-_ .-- 6 SELF-HEALING STRIP �{�;-.-�- ROOFING MEMBRANE � I TJI FLOOR JOIST; � � '�-'`= 6SELF-HEALING STRIP _ # DESCRIPTION DATE CONTINUOUS METAL FLASHING "v I PER PLANS UNDER SLEEPERS ` UNDER SLEEPERS w/4"CANT STRIP L� UNDER SLEEPERS EXTERIOR WALL; H w/HEMMED DRIP EDGE 1„ ROOFING MEMBRANE \ ROOFING MEMBRANE \ TAPERED POLYSTYRENE PER PLANS ROOFING MEMBRANE RUN UP WALL 12"MIN. �. RUN UP WALL 6"MIN. 2x8 P.T.JOIST 16"O.C. ". , '' fi%'j FOR ROOF SLOPE; PER PLANS RUN UP WALL6"MIN. ' `\It �-,1 I PLYWOOD SHEATHING A►�j\,, 2x LEDGER&JOIST;PER PLANS 2x LEDGER&JOIST; PER PLANS y &TRUSS; PER PLANS y — (3)2x8 RIM BOARDS 4X ? PLYWOOD SHEATHING � � ; � I v TJI RIM BOARD w/STIFFENERS &TRUSS; PER PLANS A PLYWOOD SHEATHING X'X 1 N .- f X• - . - v --; `, 1 i &TRUSS;PER PLANS i• PLYWOOD SHEATHING 4 1 \ \ A ' + , BATT INSULATION; I - PERP N BATT INSULATION; BATT INSULATION; &TRUSS; PER PLANSFT I S ' I PER PLANS PER PLANS \1 \ 1'-0" iL� r"�'" 1 y BATT INSULATION; ► y j PER PLANS , vL,�`L, ° WALL FLASHING DETAIL DECK TO WALL DETAIL6 DECK TO WALL DETAIL5 DECK EDGE DETAIL SCALE: 1" = 1'-0" A\ 811 SCALE: 1" = V-0" A811 SCALE: 1" = 1'-0" A8111" = '_ " SCALE: 1 0 PROJECT#: DRAWN BY: 16-016 NDC DATE: 9-MARCH-2017 SHEET TITLE: DETAILS SHEET: H A W I- 81 1 2 ct W UN OPENING TYPES 6'-O" 3,_0.. DOOR SCHEDULE __ FRAME / DOOR# DOOR TYPE FIRE RATING HARDWARE INSULATION MATERIAL FINSH GLAZING / MATERIAL FINISH ELEVEN ENGINEERING&DESIGN,LLC 301 B N/A U-0.70 METAL PAINTED N/A METAL PAINTED 2432 NE 59th AVENUE PORTLAND,OREGON 97213 o -.41 � f 302 A N/A U-0.50 ALUM DARK BRONZE DOUBLE ALUM DARK 971.344.1919 PANE BRONZE WWW.11-ED.COM ti : - `�- 303 B N/A WOOD PAINTED N/A WOOD PAINTED ��-,D C, 7, 304 B N/A WOOD PAINTED N/A WOOD PAINTED C.� \ 305 A N/A U-0.50 ALUM DARK BRONZE DOUBLE ALUM DARK t.,..)•, N kT C RTER • PANE BRONZE A B 306 A N/A U-0.50 ALUM DARK BRONZE DOUBLE ALUM DARK • X PANE BRONZE LP PORTLAND,OR }� 6463 0 -1, y I' OF & (V / / ' WINDOW SCHEDULE PACIFIC RIM OPENING SIZE GLAZING FRAME MARTIAL ARTS FINISHED FLOOR WINDOW# TYPE WIDTH HEIGHT TYPE U-FACTOR MATERIAL FINISH ACADEMY W1 DOUBLE DARK 1 W1 7'-8" 2-0 PANE U-0.45 ALUMINUM BRONZE MEDITATION ROOM 8970 SW BURNHAM STREET TIGARD, OREGON REVISIONS: # DESCRIPTION DATE . .jAPPLY 30#FELT(WRB).OVERLAP � PRE-FORMED CORNERS /J/ \ ' -- . / INSTALL DOOR w/FRAME. ��\ ' . SUCCESSIVE LAYERS 6"MIN. APPLY CONTINUOUS BEAD MAINTAIN LAPPED DRAINAGE PLANE 6' ` SELF ADHESIVE JAMB r �� OF SEALANT TO BACK SIDE FROM ILL FLASHING. WALL TO WALL & HEAD WRAP „�. OF TOP&SIDES OF FRAME. y t::„........f—, . „e, \ 00.0 ,, \ ` \� APPLY FIBER CEMENT SIDING w/%” ` \ \ �� ' - a INSTALL METAL HEAD \ B FLASHING w/EDGE STAND-OFF, PER MANUFACTURER'S . INSTRUCTIONS, ON TOPOF PRE-FORMED PVC g DAMS. EXTENDWRB. ` SILL PAN w/DAM / 0 . FLASHING THE FULL '� \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ . y _/> WIDTH OF THE TOP �� . OF FRAME. STEP ONE STEP TWO STEP THREE STEP FOUR E3 DOOR FLASHING EQUENCE DIAGRAM A900 SCALE: NOT TO SCALE 4100. 410° i&410011 140° iiii 4101° ,dd-,' e4/'' ag,- EJ-. �,. -:.;.: -- ---- - INSTALL FLANGED WINDOW. APPLY 30#FELT(WRB).LAP SEALANTAPPLY ON BACOK SIDE OFTOP \ \ ` ^ \ . \ �— PROJECT#: DRAWN BY: BOTTOM LAYER UNDER SILL ` \ PRE-FORMED CORNERS � APRON. OVERLAP SUCCESSIVE 16-016 NDC \40o e i . \ \ ` SELF ADHESIVE JAMB _ \ &SIDE FLANGES ONLY. ` . , . \ . \ LAYERS 6"MIN. MAINTAIN DATE: & HEAD WRAP . / I r LAPPED DRAINAGE PLANE FROM �/ TOP OF WALL TO WALL SILL FLASHING. 9-MARCH-2017 r A� › `000 �� \ :!� SHEET TITLE: ` . 0 I INSTALL METAL HEAD I. ` SELF-HEALING SILL APRON. L _ -� FLASHING w/EDGE ti SFr o ATTACH AT TOP ONLY. . \ f1,11 DAMS. EXTEND ` ` [� LEAVE BOTTOM LOOSE UNTIL TO FLASHING THE FULL FINAL WRB LAYER IS APPLIED. UNDERSIDE WIDTH OF THE HEAD . ,, ,,-- ,, ,v,--Oil __\ \\\\\\\\\\\\\\\\APPLY \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ OPENING P E N I N G j OF HEADER CASING&BUTT JAMB \ oo \ 0 SELF-ADHESIVE STAND-OFF, PER MANUFACTURER'S CASING TO UNDERSIDE._�� TINSTRUCTIONS,ON TOP OF WRB. SCHEDULE 4 JAMB&HEAD WINDOW PRE-FORMED PVC MESH SPACER BEHIND FLANGES. SILL PAN w/DAM WINDOW FLANGE AT SILL SHEET: STEP ONE STEP TWO STEP THREE STEP FOUR STEP FIVE t.1,J 3 WINDOW FLASHING EQUENCE DIAGRAM I= A900 SCALE: NOT TO SCALE C 910 G w Ifill KEY NOTES 0-' 0 WOOD TRUSS @ 24"O.C., PER MANUFACTURER, wl/a"2446 STRUCTURAL PANEL SHEATHING. ELEVEN ENGINEERING&DESLLC 2432 NE 59th AVENUEE PORTLAND,OREGON 97213 0 6x10 DOUGLAS FIR-LARCH NO. 2 WOOD BEAM 971.344.1919 UNDER THIRD FLOOR EXTERIOR WALL w/ WWW.11-ED.COM 41:11 5 O a O Q © © Q1HANGERS EACH SIMPSON 6END.DS FACE MOUNT 11'-0" 19'-3" 11'-0" 19'-3" " 1 '-0" 19'_3„ O ` 1 0 >L--- " i 1 . 0 , . ( DOUBLE WOOD TRUSS UNDER FLOOR AREA, PER MANUFACTURER. 1 ___1 io ' , T ____ . 1 . (4) TRIPLE WOOD TRUSS UNDER EXTERIOR WALLS, © \ PER MANUFACTURER. iI I S410 16 TYP I 0 117/8"TJI 560 FLOOR JOIST @ 16"O.C.wl r m 0 SIMPSON HANGERS. 0 $ —K 9!) I 0 I _L LI •.l-1 1.____1 H-- "�c 1 7 6 DOUBLE 2x8 FLOOR JOIST UNDER INTERIOR � �� I I I GUARD WALL. I /2),i © l6\ .—_.. � I \6> t I X14 TYP kk .G3 \ \ . 2x8 FLOOR JOIST @ 16 O.C. II j O \ TYP f 1— ,. I (8) 4x4 POST w!(2) HD3B HOLDDOWNS & %" �,r a �, 0 20 THRU-BOLTS. PACIFIC R I M ``' r 9 12"LSL 1.25" 1.3E STAIR STRINGER. MARTIAL ARTS e► �� - - - III °I + —1. -�-- — � ) HI 1 ` ` :I S410 S410 S410 i _, }T7'" .�g10) 1%2"APA RATED SHEATHING. RUN SHEATHING ACADEMY ' �; ,Eff f, 1 ' I 11 TYP PERPENDICULAR TO JOIST. 3 f�1�13j�1!�j.(,fir lff�r���f F�f• l%�flr I �. _.� ll i \ I /19) ll 2x8 DOUGLAS FIR LARCH NO. 2 DECK JOIST @ M E D I TAT I O N 1 I \ TYP 10 � ►irFf/ rff/ , r F! �,�','1�l�;,3 Errf, f f,�,"1�/% A 15 TYP 16"O.C., SLOPE JOIST @ %4" PER FOOT AWAY O (19) OM N.i./�1;1-it,j',1 !I i , �12� �/ ' FROM EXTERIOR WALLS,wl SIMPSON LUS28& ROOM _i :liffif'�1'.'''f`�,7/ fh ! 4`1Ul', Y2'PLYWOOD SHEATHING. ' t 1 i 1 14 1t A A A \/13) I 8970 SW BURNHAM STREET �l I 2x8 PRESSURE TREATED DOUGLAS-FIR LARH TIGARD, OREGON O f -@TYP NO.2 LEDGER wI(3) 16d NAILS INTO EACH STUD. %.5.___... ..___. .- fir---- O O 11 .1_ .„� 0 TRIPLE 2x8 PRESSURE TREATED DOUGLAS �; in 0 JM O , • _ FIR-LARCH NO.2 RIM BOARD TO RUN in ,� O © s_ I O �� I e PERIMETER OTYP TYPO 18 ® (14) 117/8"TJI 360 ROOF RAFTER @ 24" O.C.wl REVISIONS: SIMPSON H3 UPLIFT CLIP, BLOCKING EACH BAY, # DESCRIPTION DATE &Y2" PLYWOOD SHEATHING. 0 DOUBLE 11'/8"TJI 360 ROOF RAFTER. (16) SIMPSON HOLDDOWN STRAPPING, PER „e ily /,_ DETAILS. ,L��� ��� �� '�� N N NXN N N CO 17 4x8 DOUGLAS-FIR LARCH N0.2 HEADER. � �PE 1 2 3rd LEVEL FLOOR FRAMING PLAN 3 3rd LEVEL ROOF FRAMING PLAN O 2nd LEVEL ROOF TRUSS PLAN 5210 SCALE: 118" = 1' 0" (18) 6x8 DOUGLAS-FIR LARCH NO. 2 HEADER, OREGON S210 SCALE: 118" = 1`-0" a)® 5�1� SCALE: 118" = 1'0" PLAN SITE PLAN SITE PLAN SITE , 11 44` (1 g) 6x10 DOUGLAS-FIR LARCH NO. 2 HEADER. s✓4141.HA\A\' � (20> 5Y2"x 9Y2" GLU-LAM HERDER TO SPAN OVER Lxr 4, 50 �/�"I NAILING PATTERN TYPES BOTH WALLS FOR PORTAL FRAME. SEE DETAIL ON A810. A. APA RATED PLYWOOD OR OSB w/80 @ 6"O.C. PANEL EDGES & 12"O.C. FIELD. B. APA RATED PLYWOOD OR OSB w/8d @ 4"O.C. PANEL EDGES & 12"O.C. FIELD. STRAPS; T.O. PARAPETAL L_ - H=:= _ ._ _ -- : ,- :..b - J ' PER DETAIL 33'-0" 1 1111111 1'1 1111 :-<<< %,- ,- - GLU-LAM HEADER; 1 PER PLANS IIIJlilillll ait i11 I i1 - I �.�� T.O. FLOOR, V t /Ar.: f un ,.� ,, , l V _! -"�1)i �� i'f f 22' 8 STRAPS; PER DETAIL 5 WEST ELEVATION S210 SCALE: 1/8" = 1'-0" PROJECT#: DRAWN BY: 16-016 NDC DATE: 9-MARCH-2017 SHEET TITLE: FRAMING PLANS SHEET: I— W u) i_ 210 C Et W pri- __„,_: i N ____e. r_ _ 1 _ _ _ __ .0, .u... #..;.3 ELEVEN ENGINEERING&DESIGN,LLC 2432 NE 59th AVENUE PORTLAND,OREGON 97213 971.344.1919 WWW.11-ED.COM 0 CO 0 0 0 0 1 I 1 S810 S810 — T.O. PARAPET t� I ` I - T.O. PARAPET I F I 33'4" 1 c _T.O.WALL PLATE - _T.O.WALL PLATE H. — 31'-10" 1.1 t �, ! L 31'-10" ., • ,/ ,/ X41) PACIFIC RIM \ i i I I I MARTIAL ARTS ' I 1 13 ,5 13� ACADEMY • \ ' I 14 5819) 12 810 _/ S810 S810 ^ _, ,/ S810 ` 2 — — ,;, . _ .... .. _ .... .... . Il._ , >i , . . _ T.O. FLOOR" MEDITATION _ i T.O. FLOOR \, I - ��� 23-4 -- -. ._.... _ ...... . . � Il 23-4 1 _ LI1 •. I1II f dU �� ( I j ROOM \ -- . N 8970 SW BURNHAM STREET TIGARD, OREGON - _ 1 T „: = = - ti . : -71 1 .... __ REVISIONS: • BATH ROOM CHANGING # DESCRIPTION DATE ROAM ��4 v PROFFss, I ^ _ T.O. FLOOR `, N d i IN i N uy-o"'ir ,:r: 654.99PE 11 r - - — � � , I � „s810 ss,o� (-1--;) r s, OREGON , A L3Cr 6. 5d 4011 1-2) SECTION @ STAIRWELL 1 TYPICAL SECTION \S410 SCALE: 1/4" = 1-0" S410 SCALE: 1/4" = 1-0" • 2x4 @ 16"O.C.w/Y2"PLYWOOD, f° C9 ATTACH END OF WALL FRAMING i*,) `Y' w/10d NAILS @ 12"O.C.STAGGERED TO KING STUD @ EXTERIOR WALL &4x4 POST @ INTERIOR CORNER &PLYWOOD w/8d @ 6"O.C. @ EDGES 2x4 @ 16"O.C. SIMPSON SDS Y4"x 10/2"SCREWS ENDS&48"O.C. PROJECT#: DRAWN BY: @ 12"O.C. INTO TRUSS TOP CHORD I FLOOR ASSEMBLY; FLOOR ASSEMBLY; 16-016 NDC PER PLANS PER PLANS -- DATE: (o 0 iAliaI� COUNTERSINK FOR 9-MARCH-2017 (2)2X8 X 1 IMP, FINISH SHEET TITLE: (2)SIMPSON HD3B w/ o o I=mi : %"THRU-BOLTS&WASHERS = TJI; PER PLANS w/STIFFENERS 2x8 BLOCKING –/ SECTIONS SIMPSON SDS Y4"x 4Y"SCREWS @ 12"O.C. INTO TRUSS TOP CHORD r" SHEET: PLYWOOD SHEATHING; i 1-- PER PLANS UJ TRUSS; PER PLANS S (f) _ter_ I— C � INTERIOR GUARD SECTION 3 INTERIOR GUARD SECTION 4 C � a Ct .410 SCALE: 1" = 1-0" S410 SCALE: 1" = 1-0" LU • : .3-® 71 SIMPSON SDS Ya"x 4Y"SCREWS @ 12"0.C. SIMPSON SDS Y4"x 4Y2"SCREWS @ 12"0.C. SIMPSON SDS Y.4"x 4Y2"SCREWS @ 12"0.C. ,v INTO TRUSS TOP CHORD OR BLOCKING iv INTO TRUSS TOP CHORD ,V INTO TRUSS TOP CHORD OR BLOCKING ELEVEN ENGINEERING&DESIGN,LLC -0-- 2x6 SHEAR WALL; 2x6 SHEAR WALL; 2x6 SHEAR WALL; 2432 NE 59th AVENUE PER PLANS c PER PLANS PER PLANS PORTLAND,OREGON 97213 971.344.1919 SIMPSON CS14 STRAP - SIMPSON CS14 STRAP WWW.11-ED.COM 6x10 WINDOW HEADER GLU-LAM PORTAL FRAME HEADER; ON EXTERIOR SIDE; � ROOF SHEATHING; ON EXTERIOR SIDE; PER PLANS rf �� FILL ALL NAIL HOLES 1' —� r PER PLANS ,i FILL ALL NAIL HOLES i I 7 I _: ` r 1 1 I I J io I I I 1 V' __ (t 1 ). _¢� I ): L I X SIMPSON CS14 STRAP l —I J'—' (2)L ALLS14 STRAPS; col ON EXTERIOR SIDE; Ii OOF SHEATHING; °' FILL ALL NAIL HOLES LOOR SHEATHING; PER PLANS FILL ALL NAIL HOLES PER PLANS s-> . _ z Z _ . :' � (TYPICAL-4 LOCATIONS) ___),, 6 A, i ___Nar „._.,. 2x6 TRIMMER DOUBLE 2x6 STUDS TJI RIM BOARD 4x6 BLOCKING 2x4 BLOCKING i� WALL / •f"SOLID I� I_ DOOR (��, SOLID j� w/WEB STIFFENERS w/SIMPSON HU46 INTO TRUSSES OPENING•I WALL TRIPLE TRUSS; PER MANUFACTURER 4 ATTACHMENT @a PORTAL FRAME HEADER ( SHEAR WALL ATTACHMENT TO TRUSS 2 SHEAR WALL ATTACHMENT TO TRUSS SHEAR WALL ATTACHMENT TO TRUSS S810 SCALE: 1/2" = 1'-0" EAST WALL `S810 SCALE: 1/2" = 1'-0" EAST WALL S810 SCALE: 1/2" = 1'-0" NORTH &SOUTH WALL S810 SCALE: 1/2" = 1'-0" WEST WALL PACIFIC RI M MARTIAL ARTS ACADEMY MEDITATION ROOM ., 8970 SW BURNHAM STREET TIGARD, OREGON 2x4 PARAPET; ROOF ASSEMBLY; ROOF ASSEMBLY; PER PLANS PER PLANS PER PLANS 1 1. * • , • JOIST BLOCKING; i REVISIONS: (2) 16d THRU 1 EACH BAY IL # DESCRIPTION DATE TOP&BOTTOM CHORD 1 JOIST BLOCKING; INTO STUD EACH BAY : : I ; : _ op PROP �� = _ _ X Ca%NF's -�. F SIMPSON H3 SIMPSON H3 UPLIFT CLIP 44 r UPLIFT CLIP �i' 65469PE Y2 PLYWOOD 4 EXTERIOR WALL; EXTERIOR WALL; I ,e " PER PLANS PER PLANS –�_- 2x4 NAILER � 411 OREGON e}y ' vvijk'S 11 '114r ROOF DETAIL g_ 5e, t ROOF 8 D ET L sal o SCALE: 1" = ,'-0" S810 SCALE: 1" = 1'-0" L,,,r _i ,,_ -r-Ar-r- I INTERIOR WALL OR STAIR STRINGER; '—_N_– FLOOR ASSEMBLY; I 1 PER SECTION LOCATIONS. PER PLANS _G k I ASSEMBLY; EXTERIOR WALL; I . , \ L PER PLANS PER PLANS ; - I , . •v.__,_ .l SIMPSON MIU2.37/11 @ SINGLE , - SIMPSON MIU4.75/11 @ DOUBL — 2 ROWS 16d @ 16"O.C. FACE MOUNT HANGER -, �/ �� ( ) / (4) 16d THRU(E)JOIST 1%"x 9Y2"LVL LEDGER w/ (N)2x8 BLOCKING @ \ INTO BLOCKING (3)SIMPSON Ya"x 5"SDS BEARING LOCATIONS (E)2x10 (N)2x10 SCREWS INTO EACH STUD 12 FLOOR ATTACHMENT DETAIL EXISTING FLOOR DETAIL .,810 SCALE: 1" = 1'-0" S810 SCALE: 1" = 11-0" n EXTERIOR WALL; PER PLANS EXTERIOR WALL; PANEL EDGE NAILING; PER PLANS PROJECT#: DRAWN BY: PER PLANS _ 2x6 DECKING w/Y8"GAPS 16-016 NDC 2x6 DECKING w/Y8"GAPS 2x6 DECKING w/Y8'GAPS —� 2x6 DECKING w/Y"GAPS ALUMINUM RAIL POST FLOOR ASSEMBLY; FLOOR ASSEMBLY; FLOOR ASSEMBLY; 2x6 P.T. SLEEPERS DATE: PER PLANS 2x6 P.T. SLEEPERS PER PLANS 2x6 P.T.SLEEPERS PER PLANS 2x6 P.T. SLEEPERS (4)LEDGERLOK FASTNERS @ EACH POST&24"O.C. I� @ EACH POST&24"O.C. i @ EACH POST&24"O.C. @EACH POST&24"O.C. LHOG009;CENTERED ON 9-MARCH-2017 -xr I x_ I�:x --_ I -x- x: t t RIM BOARDS _ I `'� � "� PLYWOOD SHEATHING; �h� � I �,� __1 --'11-=-11 a SHEET TITLE: TJI FLOOR JOIST; = TJI BLOCKING; j 2x8 FLOOR JOIST; PER PLANS (3)2x8 RIM BOARDS PER PLANS EACH BAY t PER PLANS 1 SIMPSON A35 24"O.C. \ ti 1' SIMPSON LUS28 SIMPSON LUS28 2x8 P.T.JOIST @ 16"O.C. , SIMPSON LUS28 @ �` 't PLYWOOD SHEATHING h —` EXTERIOR WALL; — —__ � �— �� (3)2x8 RIM BOARDS &TRUSS;PER PLANS - = 2x LEDGER&JOIST; 4x6 FLAT ` >K1 2x LEDGER&JOIST; PER PLANS PER PLANS �— 2x LEDGER&JOIST; PLYWOOD SHEATHING ---/' DETAILS PER PLANS - PER PLANS &TRUSS; PER PLANS'r PLYWOOD SHEATHING ` TJI RIM BOARD wl STIFFENERS PLYWOOD SHEATHING &TRUSS; PER PLANS 6x10 BEAM; ; &JOIST; PER PLANS �— TOP CHORD OF TRUSS - j, 1'-0" PER PLANS — 2x4 BLOCKING �/ SHEET: SIMPSON SDS Y4"x 6" F- A, SCREWS @ 6"O.C. rw vJ EXTERIOR WALL / DECK DETAIL 15 EXTERIOR WALL / DECK DETAIL 14 EXTERIOR WALL / DECK DETAIL 13 EXTERIOR GUARD DETAIL ~ 8101" = 1'-0" S810 SCALE: 1" = 1'-0" S810 SCALE: 1" = 1'-0" S8101" = SCALE: �� SCALE: — 1-0 8 1 0 2 w a. 0MM 1326 NE 63rd AVE. I 0 0 Portland, OR 97213 PLANT SCHEDULE w c. 503.758.3131 0. 503.802.0031 MARIANNE ZARKIN,ASLA 1011 marianne@mz-la.com T;11111,:m. CODE BOTANICAL NAME / COMMON NAME CONT QTY REMARKS GROUND COVERS CODE BOTANICAL NAME / COMMON NAME CONT SPACING QTY REMARKS Marianne Z a rk i n ELEVEN2432INE 59 h ANEERING VENUE DESIGN,LLC •i�i�i�i�i LANDSCAPE ARCHITECTS PORTLAND,OREGON 97213 tt 12" 971.344.1919 CE Carpinus betulus / European Hornbeam 1 .5 cal. 2 DT Deschampsia cespitosa / Tufted Hair Grass 4 pot o.c. 166 W 71.34 ED.COM ���IS TER8A GP Ginkgo biloba 'Princeton Sentry / Princeton Sentry Ginkgo 1 .5" cal. 1 3?.t oi\,..„j + + + + + + FC Fragaria chiloensis / Beach Strawberry 4"pot 24" o.c. 45 ++++++++++++ UM Ulmus x Morton Accolade' TM / Elm 3.5" cal. 2 +,+ +,+,+,+ arianne H.Zarkin 6_, ' J ,� �, J 44 44 J , ‘,„OREGON w ; 5i8i98 , , JP Juncus effusus pacificus / Common Rush 4"pot 12" o.c. 104 Xe �* HRUBS CODE BOTANICAL NAME / COMMON NAME SIZE SPACING QTY REMARKS ' ' ' ' APE AR CS Camellia sasanqua 'Setsugekka' / Setsugekka Camellia Espalier 7 gal 96" o.c. 1 PM Polystichum munitum / Western Sword Fern 4"pot 24" o.c. 36 IlkLL Ligustrum vulgare ‘Lodense' / Lodense Privet 1 gal 48" o.c. 5 at, TC Teucrium chamaedrys / Germander 1 gal 18" o.c. 19 PACIFIC RIM OMA Mahonia aquifolium / Oregon Grape 5 gal 48 -1 ..:o.c. 30 . , ..:, MARTIAL ARTS 5-'':,;.•):t.'-'4,i-P.,,,f9 ACADEMY LAWN 1 ,525 SF0 PH Pennisetum alopecuroides 'Hameln' / Hameln Dwarf Fountain Grass 1 gal 24" o.c. 10 =`' 4t 8970 SW BURNHAM STREET '.i,2;'e`t:`�:.rv � ate:. ;` ;^ T ;;*%- TIGARD, OREGON 11111 VS Viburnum tinus 'Spring Bouquet' / Spring Bouquet Laurestinus 3 gal 42" o.c. 2 r r J _ DRAIN ROCK 41, REVISIONS: EXISTING STREET TREE TO REMAIN, PRESERVE & PROTECT # DESCRIPTION DATE 2 LANDSCAPE 12/12/16 CHANGES PER CWS REVIEW C2 BUFFER REQUIREMENTS ESPALIER SUPPORT, C2 BUFFER AREA 466 SF SEE DETAIL 5/L101 TREES REQUIRED 1 19 TC 5 LL TREES PROVIDED 1 METERS 6 PM 18 DT 4 PM 16 FC SHRUBS REQUIRED 9 / / / I SHRUBS PROVIDED 23 "Alli`� �r,�rr z. �s �,�swirl* - - 11111!' 3�-�', LU �'' •�i''��i�1�i�i� � . , J .-,+ + + + + + + + �,►�i��i�it���i \ =� •a•x � INSTALL TREE \�:" \ I I , I I , I �I �• i, A. _2 '� _ gym■ ,� `,• (� _ / VI • .' ., PROTECTION FENCE Q • . _ '+� . . /.__—. n :;w = AROUND EXISTING ++� — / u >_ ';�' TREE, SEE DETAIL d. +�+ 30 JP 31 JP--1 16 DT a_ 'v; ...><., 1,F•; I1 CS 1/L101 __J i + 1 GP 1 CE :;J; j_r_r4 iir.12::::.,:iz l':.',77......A.4 ,.. 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'.tom •} :w.."•- � : ` r, •4 \ •.tr i.•q•., .,21• :4 :t,::.,�,"• •.A.4.�,`+`:.r,+-,,e 14;Ly •�....;v ^?\ •.is '.r. _ .. •, �\� ''ti•' •"tet a �.. .. ... �K• .. �S • ..:�"�..�."�, ... .. ., " � ..,. .. IrtlilWilr t1. 13 FC PLANTING 43 JP , PLAN SHEET: L LANDSCAPE PLAN N N 1 1 0 0 SCALE: 1" = 10 PLAN SITE