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Plans (4) (2) PERMITS ( 1 ) SET OF PLANS BUP2014- 00096 SIT2014- 00011 RECEIVED S ION 51 SEISMIC UPGRADE , RENOVATION , AND ADDITION APR CITYOFTIGARD BUILDING DIVISIO r PROJECT DIRECTORY DRAWING INDEX GENERAL OWNER AG00 GENERAL NOTES TUALATIN VALLEY FIRE&RESCUE AG01 CODE ANALYSIS - i .1 1 rt - - - t - 11945 SW 70TH AVENUE - TIGARD, OR 97223 CIVIL P: 503.259.1188 C100 SITE DEMO PLAN F: 503.642.4814 W`- ? CONTACT: SIOBHAN KIRK C101 SITE PLAN t � C102 DETAILS DETAILS ARCHITECT e y HENNEBERY EDDLANDSCAPE YARCHITECTS,INC. - - ON 97205 L102 DETAILS PLAN 921 SW WASHINGTON STREET,SUITE 250 L101 PLANTING _. PORTLAND,GREG - - -. P: 503.227.4860 F: 503.227.4920 STRUCTURAL CONTACT. IAN GELBRICH ABBREVIATIONS OF AD 5001 DRAWING INDEX ANLIS —_� B S002 GENERAL STRUCTURAL NOTES CIVIL & LANDSCAPE S003 GENERAL STRUCTURAL NOTES �'r- --- - HARPER HOUF PETERSON RIGHELLIS INC S004 SPECIAL INSPECTION PROGRAM --_ r � I I �� II 205 SE SPOKANE STREET, SUITE 200 5005 SPECIAL INSPECTION PROGRAM _ � A PORTLAND, OR 97202 S201 FOUNDATION PLAN - LEVEL 1 - - - - P:503.221.1131 5202 ROOF FRAMING AND DIAPHRAGM PLAN it , ; u ' � �' ,, r i_ F' 503 221 1171 5210 ADDITION ENLARGED FRAMING PLANS I�Al CONTACT:ANGELA MARTINEC � 5301 FOUNDATION AND MASONRY DETAILS ,' 1 , 5302 FOUNDATION DETAILS H TUBAL STRUC I_ ' S401 WOOD DETAILS KPFF STRUCTURAL ENGINEERS S S402 WOODDETAL � �� I I I�:.�I , , �,I�� `'.i` i! :I':;i ,i I`'.:II�'. , .t"'1�:..,i x � , '�: ' s$ .� : � •4''', I�'( '. 3 . 111 SW 5th AVE,SUITE 2500 - -�, PORTLAND, OR97204 S501 STEEL DETAILS P: 503.227.3215 5502 STEEL DETAILS ' - F. 503.227.7980 — --- ' - — - — — CONT STUART FINNEY ii ARCHITECTURAL - A001 DEMO SITE PLAN —a - MECHANICAL --- _ - A002 DEMO PLAN AND RCP- FIRST FLOOR ----- A003 DEMO ROOF PLAN MKE&ASSOCIATES, INC. _ 6915 SW MACADAM AVENUE,SUITE 200 A101 SITE PLAN Portland, OR 97219 A200 ASSEMBLIES P: 503.892.1188 A201 FIRST FLOOR PLAN F:503.892.1190 A202 ROOF PLAN REPRESENTATIONAL IMAGE. IMAGE SHOWN MAY NOT BE AN EXACT REPRESENTATION OF ACTUAL DESIGN AND CONSTRUCTION. CONTACT: BRENDAN ARNOLD A301 EXTERIOR ELEVATIONS ELECTRICAL A302 ENLARGED ELEVATIONS A401 BUILDING SECTIONS MIKE&ASSOCIATES, INC. A402 WALL SECTIONS 6915 SW MACADAM AVENUE,SUITE 200 A403 WALL SECTIONS Portland, OR 97219 A501 ENLARGED FLOOR PLANS P: 503.892.1188 A601 REFLECTED CEILING PLAN F: 503.892.1190 CONTACT: MARK GARAND A701 INTERIOR ELEVATIONS A801 EXTERIOR DETAILS- FITNESS A802 EXTERIOR DETAILS- FITNESS CANOPY PLUMBING A803 EXTERIOR DETAILS- PATIO MKE&ASSOCIATES, INC. A804 EXTERIOR DETAILS- DINING $ e'%' `�..•*�'' "e '" T' ._ 6915 SW MACADAM AVENUE,SUITE 200 Portland, OR 97219 A805 EXTERIOR DETAILS-APPARATUS BAY ROOF rY 3 A806 EXTERIOR DETAILS- LOW SLOPE ROOF P:503.892.1188 F: 503.892.1190 A807 EXTERIOR DETAILS TT�l CONTACT: BRENDAN ARNOLD A808 EXTERIOR DETAILS A��, A901 INTERIOR SCHEDULES AND DETAILS %` PVA ' u A902 INTERIOR DETAILS A903 INTERIOR DETAILS v 70 ,.ELI �Q, �..�� A904 INTERIOR DETAILS z./ A s.. - CiTY OPTIGARDt GENERAL PORitRND, OR[�ON MnM3 FJ)FOR CODE COMA Tt 1 MT01 MECHANICAL TITLE SHEET APPS ii,� ��e ff ,III a'u1 ' y PLUMBING P001 DEMOLITION PLAN- PLUMBING �r� _ z ' � - " s °r � P100 PLUMBING SCHEDULES&DETAILS Permit#t rOf 0 � ? ' P201 FIRST FLOORPLAN- PLUMBING A� g� 5 Hennebert' Eddy s Suite f r� Cz FIRE STATION 51 MECHANICAL Bt's Datelt �iL3r Architects M001 DEMOLITION PLAN -HVAC o 8935 SW BURNHAM STREET M100 MECHANICAL SCHEDULES&DETAILS j�/ /�/ h(° M201 FIRST FLOOR PLAN-HVAC !/— N s-' TIGARD OR 97223 , 921 SW WASHINGTON STREET SUITE 250 Q ' - - PORTLAND OREGON 97205 - 503 2274920 FAX z $ `m . S , ELECTRICAL CM Lu o � � I .�`� x t��`I",�,� �' � p /�� 503 2274860 TEL E001 TITLE SHEET- ELECTRICAL REVIEWED FUR CODE COMPLiANC6 www.henneberyeddy.com E101 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR APPf09e� 7�JALA7IN VALLEY FIRE 8� n ` `i' o V' - - `° + ',';. E201 POWER&SIGNAL FLOOR PLAN-FIRST FLOOR U.r� { ' RESCUE CU G� �' - «',,; E301 COMMUNICATIONS EQUIPMENT ROOM PHOTOS u � E302 TAP-OUT SYSTEM DIAGRAM PCMIIL +1 l STATION 51: SEISMIC E401 ELECTRICAL ONE-LINE&PANEL SCHEDULES Addreggt — UPGRADE, RENOVATION, E501 ELECTRICAL DETAILS suite 3 AND ADDITION N �. �` �, ,�>{ ��" ` - E601 LIGHTING PLAN- FIRST FLOOR R� Dam IO 8935 SW Burnham Street '� 4 Tr r //� l Tigard, OR 97223 m , r //! U x �' � _ s� q 'V -HEA Project no. 12033 0 � — `� 9 P I�JLfi P b I)�+r Ii1t1UiD Date: APRIL 9TH,2014 c !Iro AtalrS a �' , � � � r Stechenia� �� mcg 4 ' / s'. Ssuw� ftmbl� �f 1116.,•,"y"."�""� now U VICINITY PLAN : NTS 0111et '� Drawn by: Gi APPROVED PLANS INCLUDE UN-ATTACHEDt Checked by: KW- ITG SP lFICATION BOOK Sheet: TRUCTURALCALCS GEOTECH REPORT ^MISC DOCUMENTS OFFICE COPY a W C 9: E- cc VER v Copyright 2014 FWd*bery EddyAMNWM,Inc. TAG LEGEND ABBREVIATIONS GENERAL NOTES DEFERRED/DESIGN-BUILD SUBMITTAL REQUIREMENTS PROJECT DESCRIPTION NOT ALL TAGS MAYBE USED A AT 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE OF OREGON 1. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING DEFERRED/DESIGN-BUILD SUBMITTALS: THE PROJECT INCLUDES THE RENOVATION,VOLUNTARY SEISMIC RETROFITTING,AND ACT ACOUSTICAL CEILING TILE 2010 STRUCTURAL SPECIALTY CODE;CITY AND COUNTY ORDINANCES;AND 1.1. FIRE SPRINKLER SYSTEM MODIFICATIONS EXPANSION OF THE EXISTING CONSTRUCTED ONE-STORY E DESIGN IN VALLEY FIRE&RESCUE ADA AMERICANS WITH DISABILITIES STATION 51 ORIGINALLY CONSTRUCTED IN 1993. THE DESIGNDF THE FIRE STATION WILL AFF ABOVE FINISH FLOOR APPLICABLE, HEALTH;PLUMBING, MECHANICAL, FIRE AND ELECTRICAL CODES. 1.2. MEP ENDED EQUIPMENT AND BRACING CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY CODE FOR ESSENTIAL ELEVATION NUMBER J ALUM ALUMINUM 1.3. SUSPENDED GYPSUM BOARD CEILING SYSTEMS FACILITIES. THE STRUCTURAL RETROFIT INCLUDES VOLUNTARY IMPROVEMENTS TO THE A301 BUILDING EXTERIOR ELEVATION B.O. BOTTOM OF 2. THE CONTRACTOR SHALL ACKNOWLEDGE AND UNDERSTAND THAT THE 1.4. SUSPENDED ACOUSTIC CEILING SYSTEMS BUILDING'S LATERAL AND FOUNDATION SYSTEMS.THE RETROFIT CONFORMS TOTHE CJ CONTROL JOINT CONTRACT DOCUMENTS MAY REPRESENT IMPERFECT DATA AND MAY CONTAIN 1.5. BRACING OF PARTIAL HEIGHT INTERIOR PARTITION WALLS 2010 OREGON STRUCTURAL SPECIALTY CODE FOR ESSENTIAL FACILITIES INCLUDING SHEET NUMBER ERRORS, OMISSIONS,CONFLICTS, INCONSISTENCIES,DEFICIENCIES EN IES CODE VIOLATIONS,AND 1.6. IRRIGATION SYSTEMS STATEWIDE ALTERNATE METHOD OSC 08-05. THE STRUCTURAL RETROFIT DESIGN IS CM CLEAR IMPROPER USE OF MATERIALS. SUCH DEFICIENCIES WILL BE CORRECTED WHEN 1.7.SUSPENDED MCM PANEL SUPPORT SYSTEM CMU CONCRETE MASONRY UNIT IDENTIFIED. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE BASED ASCE 41-06 AND ACHIEVES LIFE SAFETY PERFORMANCE LEVEL FOR BOTH SE- CIP CAST IN PLACE 2. THE PORTIONS OF THE PROJECT LISTED ABOVE WILL BE CONSTRUCTED USING A DESIGN-BUILD 1 AND BSE-2. -2.THE STRUCTURAL RETROFIT iNCLUDESANCHORAGE OF MASONRY WALLS CONIC CONCRETE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE TO THE ROOF DIAPHRAGM AND STRENGTHENING OF THE ROOF DIAPHRAGM. CONT CONTINUOUS ARCHITECT ANY DEFICIENCIES OR BEAR THE RISK AND EXPENSE OF ANY APPROACH. THE DRAWINGS INCLUDED IN THIS PACKAGE ARE PRELIMINARY TO PROVIDE A BASIS ELEVATION NUMBER J FAILURE TO DO SO. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR FOR PLANNING AND BIDDING. THE INTERIOR INCLUDES IMPROVEMENTS TO THE WOMENS LOCKER ROOM,WOMENS CWT CERAMIC WALLTILE THE INTERIOR I D INCLUDES IMPROVEMENTS ME TS TO THE WOMENS LOCK R ROOM, WOM NESS A701 BUILDING INTERIOR ELEVATION TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORTANYADA DEMO DEMOLISH/DEMOLITION DEFICIENCIES. 3. ACTUAL DRAWINGS, DETAILS,AND CALCULATIONS FOR THE PORTIONS OF WORK LISTED AS ROOM AND DINING ROOM,AND EXTERIOR BARBEQUE ENCLOSURE. SHEET NUMBER DIA DIAMETER DEFERRED/DESIGN-BUILD SUBMITTALS ARE TO BE PROVIDED BY THE CONTRACTOR AND SHALL DIM DIMENSION 3. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, HENNEBERY INCLUDE ALL WORK REQUIRED TO IMPLEMENT THE ENTIRE PROJECT SCOPE RELATED TO THESE ,INC. ISSUES,EXPRESSES OR IMPLIES NO WARRANTIES OR PORTIONS AND COORDINATION WITH OTHER WORK. THE EXTERIOR ENVELOPE OF THE EXISTING BUILDING INCLUDES NEW ROOFING AND DN DOWN EDDYARCHITECTS SECTION NUMBER DS DOWNSPOUT INSULATION AT IMPACTED AREAS. (E) EXISTING CERTIFICATIONS. 4. DEFERRED/DESIGN-BUILD SUBMITTAL INFORMATION REQUIRES REVIEW OF BOTH ARCHITECT/ " 1 EA EACH BUILDING SECTION EJ EXPANSION JOINT 4. INFORMATION RELATING TO THE EXISTING BUILDING IS BASED ON OWNER ENGINEER AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION. THE SITE WORK WILL INCLUDE UPGRADES TO THE STORMWATER TREATMENT FACILTIES AND ACCESSIBLE PARKING AREAS WITH REPLACEMENT OF ASSOCIATED PAVEMENT AND A401 - PROVIDED DOCUMENTS AND FIELD MEASUREMENTS. ACTUAL CONDITIONS MAY - SIDEWALKS. OTHER SITEWORK INCLUDES-THE REPLACEMENT OF LANDSCAPING AND - ES EXPOSED STRUCTURE VARY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 5. PERMIT ACQUISITION FOR THE DEFERRED/DESIGN-BUILD SCOPE OF WORK SHALL BE PROVIDED BY SHEET NUMBER ELEC ELECTRICAL THE CONTRACTOR. IRRIGATION SYSTEMS IMPACTED BY THE RENOVATION. ELEV ELEVATION 5. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING,SUPPORT AND SECTION NUMBER EQ EQUAL PROTECTION AS REQUIRED. 6. THE CONTRACTOR SHALL VERIFYALL UTILITIES AND EQUIPMENT,AND COORDINATE EQUIPMENT EQUIP EQUIPMENT EW EACH WAY REQUIREMENTS AND LOCATIONS. FD FLOOR DRAIN 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF A402 WALL SECTION FF FINISH FLOOR - CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH 7. THE PROCEDURE FOR DEFERRED/DESIGN-BUILD SUBMITTAL IS AS FOLLOWS: THE OWNER'S REQUIREMENTS. 7.1. INITIAL DESIGN REVIEW SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR SHEET NUMBER FARF FLUID APPLIED RESINOUS FLOORING PRELIMINARY REVIEW. FO FACE OF 7• PROVIDE CODE REQUIRED FIRE STOP MATERIAL AT PENETRATIONS OF RATED 7.2. FINAL DESIGN,ENGINEERING,AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE GA GAUGE ASSEMBLIES. ARCHITECT FOR REVIEW.SUCH DRAWINGS SHALL BE STAMPED AND SIGNED BY AN DETAIL NUMBER GALV GALVANIZED ENGINEER WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION. GYP BD GYPSUM BOARD 8. SYSTEMS AND CONDITIONS HIDDEN FROM VIEW ARE BASED ON OWNER 7.3. FOLLOWING THE ARCHITECT'S REVIEW,THE CONTRACTOR SHALL SUBMIT TO THE --- 1 HR HOUR j 1 � PROVIDED FOR REFERENCE PURPOSES ONLY. ALL SYSTEMS AND CONDITIONS PROVIDED DOCUMENTS,HAVE NOT BEEN VERIFIED BY THE ARCHITECT,AND ARE AUTHORITY HAVING JURISDICTION FOR PERMIT APPROVAL AND ACQUISITION. 01 DETAIL/ENLARGED PLAN REFERENCE HSS HOLLOW STRUCTURAL SECTION 7.4. PROCUREMENT, FABRICATION,AND OTHER WORK RELATED TO DEFERRED/DESIGN-BUILD HVAC HEATING,VENTILATING,AIR CONDITIONING SHALL BE VERIFIED BY THE CONTRACTOR. SUBMITTAL SHALL NOT BE PERFORMED UNTIL THE DEFERRED/DESIGN-BUILD SUBMITTAL JT JOINT DOCUMENTS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT_ AND THE AUTHORITY SHEET NUMBER MCM METAL COMPOSITE MATERIAL 9. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR LOCATING,IDENTIFYING,OR HAVING JURISDICTION. MAX MAXIMUM SPECIFYING MEANS OF REMOVAL OF ANY HAZARDOUS MATERIALS. HAZARDOUS DETAIL NUMBER MECH MECHANICAL MFR MANUFACTURER MATERIAL TESTING SHALL BE COMPLETED BY OWNER CONTRACTED 1 MIN MINIMUM CONSULTANT. DETAIL REFERENCE A501 N/A NOT APPLICABLE 10. THE CONTRACTOR SHALL PROVIDE FOR DUST CONTROL THROUGHOUT, SHALL NIC NOT IN CONTRACT PROVIDE TEMPORARY MEASURES TO VENTILATE AREAS DURING ALL PHASES OF SHEET NUMBER NO. NUMBER DEMOLITION AND CONSTRUCTION,AND SHALL ERADICATE THE BUILD-UP OF NOM NOMINAL FUMES FROM FINISH MATERIALS AND CONSTRUCTION ACTIVITIES. THE NTS NOT TO SCALE CONTRACTOR SHALL MAINTAIN SIX(6)AIR EXCHANGES PER HOUR UNLESS OC ON CENTER MORE STRINGENT OSHA,STATE OR LOCAL STANDARDS ARE TO BE ADHERED TO. OFCI OWNER FURNISHED, GRAPHIC LEGEND OWINDOW TYPE, CONTRACTOR INSTALLED 11. SOLID WOOD BLOCKING SECURED TO WALL FRAMING SHALL BE INSTALLED IN OFOI OWNER FURNISHED, PARTITIONS AT ALL GRAB BARS,PLUMBING FIXTURES,WALL CABINETS, OWNER INSTALLED MATERIAL HATCHES SYMBOLS OSSC OREGON STRUCTURAL SPECIALTY CODE HARDWARE,AND ANY WALL MOUNTED ACCESSORIES REQUIRING SUPPORT. P.LAM PLASTIC LAMINATE 12. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER AND INSULATION,BATT A PL .PLATE ALUMINUM(CUT) � BREAKLINE PR PAIR OWNER PROVIDED CONTRACTORS, IF ANY,AS REQUIRED TO IMPLEMENT THE SCOPE OF WORK FIRST FLOOR PT PRESSURE(PRESERVATIVE TREATED . INSULATION,RIGID(CUT) I I PIPE BREAK ELEVATION/SECTION DATUM HEIGHT REQMT REQUIREMENT ASPHALT(CUT) 100'-0" RO ROUGH OPENING — PROPERTY LINE SF SQUARE FEET SIM SIMILAR BRICK&TILE(CUT) PLASTIC(CUT) SSG STRUCTURAL SILICONE GLAZING CORNER GUARD SEE DETAIL 3/A901 T&G TONGUE AND GROOVE CARPET TG TEMPERED GLASS 1��V��II��V�� STEEL(CUT). DATUM HEIGHT T.O. TOP OF � / TYP TYPICAL UON UNLESS OTHERWISE NOTED CMU (CUT) SEALANT&BACKER ROD VIF VERIFY IN FIELD STONE(CUT) W/ WITH W/O WITHOUT ` CONCRETE(CUT) PLAN WALLS DIMENSION POINT CERAMIC TILE WOOD: FRAMING,BLOCKING EXTERIOR WALLS&INTERIOR PARTITIONS EARTH : COMPACTED FILL --WOOD FINISH (CUT) EXISTING WALLS& EXISTING INTERIOR PARTITIONS TRUE NORTH / / / / EARTH :UNDISTURBED PARTIAL HEIGHT WALLS NORTH ARROW � GRAVEL: CRUSHED WOOD FINISH (FACE) TOW ELEVATION SYMBOLS AND HATCHES g GLASS(CUT) WOOD PANEL(FACE) ��rg U A JOC CLOCK t` f BUILDING GRID DESIGNATION rayl x `Y}yy GROUT/MORTAR WOOD PANEL(CUT) o MECHANICAL,ELECTRICAL,TELECOM HY D OR FIRE NOTIFICATION DEVICE 270 a GYPSUM BOARD(CUT) PLYWOOD / PORTLAND, ORE ON REVISION AREA , `•. `"4- 1 ADDENDUM REVISION NUMBER GLASS MINERAL FIBER INSULATION OF 0� 2 , OCCUPANCYTAG FEC ll Y HenneberyEddy SO FIRE EXTINGUISHER CABINET Architects v N DOOR NUMBER DOOR TAG 921 SW WASHINGTON STREET SUITE 250 o PORTLANDOREGON 97205 F— 503 2274920 FAX Z - 503 2274860 TEL Lu U - ROOM NUMBER - www.henneberyeddy.com i ROOM in NAME - - _ - TUALATIN VALLEY FIRE& ROOM AREA X100 ROOM TAG RESCUE 500 SF STATION 51: SEISMIC Z OCCUPANCY UPGRADE, RENOVATION,I CLASSIFICATION ROOM NAME AND ADDITION coN BUSINESS(B) 8935 SW Burnham Street NET OR GROSS AREA500 SF Tigard,OR 97223 0 - OCCUPANCYTAG MAX FLOOR AREA 1 OCC/500 SF HEA Project no. 12033 PER OCCUPANT 1OCC b Date: APRIL 9TH,2014 N Q EXIT LOAD SYMBOL _ y G Revisions: U 10'-01, CEILING HEIGHT(AFF)TAG CEILING HEIGHT ABOVE FINISHED FLOOR - ASSEMBLYTYPE PARTITION TYPE Drawn by: CJ Checked by: KW-ITG FRAMING SIZE Sheet: ADDITIONAL GENERAL NOTES REQUIREMENTS WALL HEIGHT - - PATH OF EGRESS N ® Wr^ VJ � - AGOOEXITSIGN v N LU 12014 Hennebery Eddy Archbuts,Inc. (E) ENTRY GROUP B 51 SF BUILDING CODE SUMMARY 1 OCC/100 SF - (E) PUBLIC 1 OCC. PROJECT NAME: TUALATIN VALLEY FIRE AND RESCUE STATION 51 TOILET 105 PROJECT ADDRESS: 8935 SW BURNHAM STREET TIGARD,OR 97223 (E)TOILET/ . OWNER: TUALATIN VALLEY FIRE AND RESCUE SHWR. 11945 SW 70TH STREET TIGARD,OREGON 97223 - 102 PROJECT DESCRIPTION: SEISMIC UPGRADE,RENNOVATION AND ADDITION TO EXISTING SINGLE STORY SLAB ON GRADE FIRE STATION. \lz 16 EXISTING STATION IS LOAD BEARING BRICK WITH WOOD FRAMED ROOF. i (E) E . RENOVATION INCLUDES UPGRADED TOILET ROOM, NEW DORM ROOM OUTSIDE COMMUNITY AND NEW WOMEN'S LOCKER FACILITIES ADDITION AND ADDITIONAL STORAGE (E)SHOP ROOM (E) FLEX DINING ROOM AND FITNESS AREA. GROUP S-2 GROUP S-2 GROUP B GROUP B SECTION 1 : GOVERNING CODES 164 SF 379 SIF 457 SF 208 00 SF 1 OCC/300 SF 1 OCC/200 SF 1 OCC/15 SF 1 OCC/2 20 2010 OREGON STRUCTURAL SPECIALTY CODE 1 OCC. 1 OCC. 2 OCC. 31 OCC. SECTION 2:BUILDING OCCUPANCY 15 1.CONSTRUCTION TYPE: OSSC SECTION 601.1 TYPE V-B W/AUTOMATIC SPRINKLERS 1 ® 2. MAXIMUM HEIGHT: EXISTING IS 28'-1" EXISTING WIDTH:36" n ®®® s®� MAX HEIGHT PER TABLE 503 =40'-0" REQ'D WIDTH :31" ® ADDITION WILL NOT EXCEED EXISTING HEIGHT 3.STORIES ABOVE GRADE: EXISTING BUILDING IS ONE(1)STORY,ADDITION WILL BE ONE(1)STORY � 4. BASEMENT: NO BASEMENT i 5. FLOOR AREA: EXISTING BUILDING AREA=9,626 SF EXISTING BUILDING AREA SUBJECT TO RENNOVATION =499 SF i BUILDING ADDITION AREA=926 SF i 6.OCCUPANCY AREAS: TYPE B = 1,066 SF EXISTING +644 SF NEW i (ENTRY,OFFICE,COMMUNITY ROOM,FITNESS AREA) i TYPE R-1 =2,324 SF EXISTING+234 SF NEW I APPARATUS (DORMS,KITCHEN,DAYROOM,DINING ROOM, LOCKER FACILITIES) BAY TYPE S-2 =4,919 SF GROUP S-2 4173 SF (APPARATUS BAY,SHOP, STORAGE,EMS, ELECTRICAL, COMMS.) i 1 OCC/200 SF 21 OCC. 7.OCCUPANY SEPARATION: EXISTING SEPARATIONS ARE NOT EFFECTED BY NEW WORK i SEE ADJACENT CODE PLAN FOR OCCUPANCY LOCATIONS I &OCCUPANT LOADS SEE ADJACENT CODE PLAN (E) EMS SECTION 3 :BUILDING AREA DATA GROUP S-2 62 SF 1.PROPOSED FLOOR AREA: TOTAL AREA= 10,552 SF(9,626 SF+ 926 SF) (E) ELEC. 1 OCC/200 SF CLOSET i (E)COMM. 1 OCC. 2.ALLOWABLE BASE AREA: GROUP B: 9,000 SF/TWO(2)STORIES GROUP S-2 PER TABLE 503 GROUP R-1: 7,000 SF/TWO(2)STORIES O GROUP S-2 OSF GROUP S-2: 13,500 SF/TWO(2)STORIES 32 SF 25 (E)STOR/ 1 OCC/300 SF 1 OCC/300 SF MECH 3.ALLOWABLE FRONTAGE N/A AREA INCREASE NOT REQUIRED 1 OCC. 1 OCC. GROUP S-2 INCREASE: g� 75 SF � AREA INCREASES BASED ON MOST RESTRICTIVE AREA ALLOWANCE t9 1 OCC/300 SF 4.ALLOWABLE BUILDING PER SECTION 503.1 (GROUP R-1) AREA INCREASE PER 506.1: 1 OCC. $2 ALLOWABLE AREA(EQUATION 5-1) 18 ® Aa = (At+(At x 11 +(At x lsJ) At =7,000 SF(PER TABLE 503-GROUP R-1) E JC (E) MALE (E) MALE If 0 (SETBACK INCREASE NOT NEEDED) I (E) DORM 1 112 LOCKER TOILET EXISTING WIDTH:34" s = 3 (PER SECTION 506.3) GROUP R-1 GI -FROUP R-1 GROUP R-1 REQ'D WIDTH :31° Aa = {7,000+(7000xO] +(7000x3]} 230 SF 397 SF 105 SF 1 OCC/50S UPS 1 OCC/50 SF 1 OCC/50 SF Aa =28,000 SF 5 OCC. U) 114 8 OCC. 3 OCO (E)FLEX 30'MAX C_O_M_M_ON (E) GROUP B (E) DORM 2 pgTH OF TRAVEL D a HA124 132 SF 124 PUBLIC SECTION 4 :FIRE RESISTIVE BUILDING ELEMENTS GROUP R-1 a 1 O 2 OCC 0 SF TOILET r 1 O229 SF CC/50 SF 122 1. EXTERIOR OPENINGS: UNPROTECTED PER 705.8.1 EXCEPTION 2 I 5 OCC. 2. EXTERIOR MIN. FIRE RESISTIVITY PER"OSSC TABLE 601 -TYPE VB, NO FIRE RESISTIVE RATING REQUIRED FOR �zM,,,PORTLANDORE 33 S OR FOR STRUCTURAL ELEMENTS: ANY BUILDING ELEMENTS. � aREQUIRED FIRE/SMOKE SEPARATIONS121 DORM 3 , , ,RESTIVE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ONaGROUP R-1 d % SEPARATION DISTANCE(>20-0"MINIMUM.) � OF 170 SF �� -�se��Ir4Wso®� 0 - ®� �! 1 OCC/50 SF EXISTING WIDTH:36" 3.FIRE OR SMOKE RATING: HORIZONTAL:1/2 HOUR FIRE-RESISTIVE RATING REQUIRED SEPARATING n n (J�/ 4OCC SLEEPING FROM ADJACENT SPACES,PER OSSC 712.3,EXCEPTION 1.DESIGN Hennebery Eddy 6 5 REQ'D WIDTH :31" (E)MAIN (E) MALE � ENTRY PROVIDES 1-HOUR RATED CEIUNG/ROOF ASSEMBLY PER UL L210(51-1). 1 (E) LNDRY SHWR GROUP B PENTRATIONS SHALL COMPLY W/OSSC SECTIONS 713.41.1. -713.4.1.4.SEE FEMALE � ADJACENT PLAN FOR EXTENTS OF NEW WORK WHERE THIS IS REQUIRED. o LOCKER GROUP R-1 GROUP R-1 L �� 57 SF Arrl `�I�`I�S 51 SF 83 SIF I C EN Q 1 OCC/100 SF VERTICAL: 1/2 HOUR FIRE RESISTIVE RATING REQUIRED AT ALL INTERIOR GROUPS 1 OCC/200 SF 1 OCC/200 SF1 OCC PARTITIONS SEPARATING SLEEPING UNITS FROM ADJACENT SPACES,PER h(, 271 SF ROUP R- cv �, CM e ��, "1 OCC. (E) 1 OCC. 271 SF OSSC 709.3 EXCPETION 2. 921 SW WASHINGTON STREETSUITE 250 0 1 OC/50 SF DAYROOM 1 CC/200 F PARTITION ASSEMBLY CONSISTS OF GYP.BOARD,WOOD STUDS AND FIRE PORTLAND OREGON 97205 6 OCC (E) OFFICE am Q BLOCKING PER UL305.THROUGH PENETRATIONS SHALL COMPLY W/OSSC so3 7774920 FAX GROUP R-1 1 OCC. a CROUP B 713.3.1/713.3.2.SEE ADJACENT PLAN FOR EXTENTS OF NEW WORK WHERE 503 2274860 TEL 529 SF www.henneberyeddy.com � 160 SF THIS IS REQUIRED. 1 OCC/'00 SF 1 OCC/100 SF N r ' / 30C 2 OCC. DOORS:20 MINUTE PROTECTION RATING REQUIRED FOR DOORS TUALATIN VALLEYESCUE _i SEPARATING SLEEPING UNTIS FROM ADJACENT SPACES, PER OSSC TABLE C ///\\\ 0 r 715'4' STATION 51: SEISMIC \ 4.FIRE RESISTIVE CONTINUITY PER SECTION 709.4 ALL FIRE PARTITIONS ARE TO BE CONTINUOUS FROM TOP UPGRADE, RENOVATION, U) ___III FOR FIRE PARTITIONS: OF SLAB TO UNDERSIDE OF ROOF SHEATHING,OR FIREBLOCKED AT THE AND ADDITION � FITNESS PARTITION LINE PER OSSC 717.2. GROUP B DINING ® 8935 SW Burnham Street r� GROUP R-1 Tigard, OR 97223 654 SIF N 1 OCC/50 SF 237 SF HEA Project no. 12033 13 OCC. 1 OCC/200 SF SECTION 5 : BUILDING EXITING LO 2 OCC, Date: APRIL 9TH,2014 LL 1.OCCUPANT LOAD: SEE ADJACENT PLAN Revisions: CU 2. REQUIRED EXITS: REQUIRED EXITS PER OSSC TABLE 1015.1 AREA SHOWN ON THE ADJACENT o ........................... ............ A PLAN GROUP B: (57 OCCUPANTS) >49 OCCUPANTS-2 EXITS REQUIRED GROUP R-1: (68 OCCUPANTS) > 10 OCCUPANTS-2 EXITS REQUIRED U NOTE: ROOM AREAS SHOWN ARE FOR BUILDING GROUP S-2: ,(28 OCCUPANTS) <29 OCCUPANTS- 1 REQUIRED CODE PURPOSES ONLY AND SHOULD NOT BE Drawn by: ITG USED FOR COST ESTIMATING,BUDGETING,OR 3.REQUIRED EXIT WIDTH: PER OSSC 1005.1 'OTHER EGRESS' .2 INCHES PER OCCUPANT x 153 Checked b PROCUREMENT PURPOSES. OCCUPANTS = 30.2"REQUIRED WIDTH Y KW-ITG Sheet: 1 CODE PLAN LEVEL 1 4.EXIT WIDTH PROVIDED: SEE ADJACENT PLAN,EXISTING CODE ANALYSIS H LL) U) N V co 0: AGO1 N N d " CopyrI0M 2014 Hennebery EtldyArtlYOacm,tic, REMOVE EXISTING 0 ° LANDSCAPING WITHIN Q 1 A — \ HATCH. J \T Q \t S\I / Q a o Q a o o � o ZN Q " a o Q Vu n v� n Q 4 — — —A WS— — — —W$— — — (GV)s— — — Nvs — — : (GV)vs — — — —NYs— — Q Q c(AB) c I + N o Ins ExisnNc CONCRETE DRIVE ISLE Q ° o e I 114,4 LU re EXISTING XISTING o o—I o•�\BUILDING UILDING o FFE 159.40 \ °Q II I�III IIIj ggIb III\Id° °o o ooo�i I : IIII I II'I III1IIIII II I„II IIII IIIII II I 1I I I 1I I II 1 � CJ >. WZ<REa Jw1n > � .No�o°$•�rwN_a FER TO LANDSCAPE SHEETS w FOR EXISTING LANDSCAPE AREAS TO BE MODIFIED 0 0 w N5— NYS—YS— YS W+` w — Z — PROTECT EXISTING w rn RELOCATE EXIS71NG TELECOM VAULT s REMOVE EXISTING IRRIGATION CONTROL Q SAWCUT IRRIGA77ON STRUCTURE IZO STRUCTURE 0) NREMOVE EXISTING DOWNSPOUT AND Zh ABANDON EXIS71NG DEMO EXISTING STRUCTURE REMOVE EXISTING _ ROOF DRAINS IN PLACE AND PAD. REFER TO BICYCLE- AS PROARCHIIECiURAL SHEETS. ° NRELOCI)N � 1 75,063 ON y429. REMOVE EXISTING SIDEWALK, AC, gMARIE RAMP, WHEEL STOP, CURB, AND —MES: 1LANDSCAPING WITHIN HATCH EP INSTALL CATCH BASIN REMOVE �____ _ __ LIMITS UNLESS OTHERWISE NOTED. INLET PROlEC11N PER EMOVE EXISTING SHRUB 4EXIS77NG TREE DETAIL N SHEET C103 Nenneberyld�nF-i d — N��t,�oaEoaaoy Architec ;,' s 1vMh` 4 . .1 —1vM — —iYM 1vM 921 SW WASHINGTON STREET SUITE 50REMOE AND PROTECTNPORTLAND OREGON 97205STAGING / PARKING EXIS71NG WEEL STOPS FOR AREA EXISTING 503 227 4920 FAX REINSTALLATIN TYP 503 227 4860 TEL PHALT www.henneberyeddy.com PROTECT EXIS77N G FIRE 41 HYDRANT ASSEMBLY AND — — —Iva— TUALAT1NVALLEY FIRE& RESCUE ADJACENT GRAVEL AREA O ° ° Z�L \/ d \ I / o STATION 51: SEISMIC a / LINE 0 (XON&V) Q EXISTING RIGHT—OF—WAY AND ADDITION(X02ddV) „8n - UPGRADE, RENOVATION SAWCUT Cc . , c — n1 8935 SW Burnham Street .4 Tigard,OR 97223 N ,A THEA Project no. 12033 \Q EXISTING Date: APRIL 9TH,2014 CONCRETE (Revisions: a DRIVE ISLE INSTALL CATCH BASIN aINSTALL CATCH BASIN INLET PROTECTION PER INLET PROTECTION PER DETAIL ON SHEET C103 DETAIL ON SHEET C1034 0 JDrackby: AMM Cheed by: AMM C ISheet: SITE DEMO PLAN 0 5 10 20 ° E \ — — SCALE: 1” — 10' C1 00 \\vIcror�12014Ha bmyEddy acNtDct Inc.. / \ b D � ° i ' 0 r2 0 ° RELOCATED BICYCLE BOLLARDS (2 A- 15.0' � TOTAL). CONSTRUCT CONCRETE PAD PER SIDEWALK DETAIL ON ° \ Q o t Q SHEET C102. o ` \ INSTALL BIKE BOLLARD PER \ DETAIL ON SHEET 0103. , .4 NOTES: CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION, ELEVATION, TYPE, AND SIZE OF EXIS71NG UTILITIES PRIOR TO STARTING CONSTRUCTION AND SHALL ADJUST NEW PIPING/CONDUITS AS REWIRED. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT SHOWN / ON THE PLANS AND SHALL KEEP EXISTING UTILITIES IN SERVICE AND PR07ECT THEM \� / DURING CONSTRUCTION. CONTRACTOR SHALL ARRANGE FOR THE RELOCATION OF ANY U71LI71ES IN CONFLICT h o p o o o WITH THE PROPOSED CONSTRUC710N. CONTRACTOR SHALL RESTORE IRRIGATION DISTURBED WITH CONSTRUCTION ACTIVITY p o I p ADJUST ALL RIMS, COVERS, AND FRAMES TO FINISH GRADE. 4 a ADDITIONAL UNDERGROUND UTIL171ES MAY EXIST. TOPOGRAPHY SHOWN IS FOR p p I I I \ 4 p o Q p INFORMA71ONAL PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO CONSTRUCTION. Ins Q p REPLACE EXISTING AC WITHIN LIMITS OF SAWCUT PER SEC71ON ON SHEET C103. CD • MATCH EXISTING GRADES ALONG SAW'CUT LINE AND MAINTAIN POSITIVE DRAINAGE o p p � TOWARDS CONCRETE DRIVE ISLE UNLESS 07HERMSE SHOWN ON PLAN. • PR07ECT AND REUSE EXISTING CONCRETE WHEEL STOPS. ° ° 4 p I Q p ° � ° ° � o REPLACE STRIPING DISTURBED BY CONSTRUCTION AC11Vl11ES. p p Q II / p (OV)Ntl5 NYS s —Ntl5 (8 Y,V5— —NVS p D � Ins 41 4 p p 4 ° 4 p o � n. I p � p - QQ ID 4. Q Q 4 Q p 4 ° °!� I .• I I Q p ° L1 ° ° p p - p Q ,� p 4 Q p ° i 4 p p _ .4 p Cn 1�ro o ° ° ° p Ip I D / \ Q II \ 4 p p CONISTING CRETE ® a REFER TO LANDSCAPE m )N11 DRIVE AISLESHEETS (TIP)aOIIW° Q PROPOSED CONCRETE WHEEL STOP ' zSEE DETAIL ON SHEET C102EXISTING BUILDINGSTRIP 3 PARKING SPOTS CL 0 FFE = 159.40 — —W1TH 3" WHITE LINE Nrs — �yvs — — r — NVS — —NVS— O w y o `VCM PROPOSED 6" 3034 STORM LINE, �s - ° o �s 9 MATCH PROPOSED CURB a a \ 43 L.F. S=0.5% (MIN) i �i TO EXISTING CURB CONNECT PROPOSED 4" p PROTECT EXISTING 4 II w a I \ REFER TO PIPE BEDDING AND —�� DOWNSPOUT TO EXISTING p TELECOM VAULT p z 4.p p' \ BACKFILL DETAIL ON SHEET C103 I I CGl 8" STORM PIPE. CONNECT c� a \ PROPOSED FOUNDATION p I QI z v ' o 2 CONSTRUCT SIDEWALK PER PROPOSED PERFORATED $ 8 9• i DETAIL ON SHEET C102 DRAIN TO PROPOSED FOUNDATION DRAIN (TIP). STORM LATERAL. REFER TO STRUCTURAL = z w N I o ' PROPOSED CONNECTION TO I Q I N CONNECT PROPOSED 6" ROOF DRAIN TO EXISTING z II a c EXISTING STORM LINE WITH 6" w 16.0' ° 2 v k PLANS FOR INFORMATION. — — 1 _ e 6" STORM PIPE. CONNECT PROPOSED FOUNDATION .� WYE AND CLEANOUT — — — — — — ° ° REFER TO DETAIL ON SHEET C102 DRAIN TO PROPOSED STORM LATERAL. o p / QED PROFF I p - - - -- - - - -- � • ° — GINE s�/p PROPOSED CONCRETE P 4 ` 2.8 s� BUILDING ADDITION I � w� 75,063 �� WHEEL STOP. SEE rn \r` DETAIL ON SHEET C102 5 8, c FFE = 159.40 I ; ' - p p - • ..v r-------- p Q I Y REGOh 0 I PROPOSED 17 LF OF y� fc, 29,2 �� ° ° INSTALL CATCH BASIN M` CONSTRUCT CURB AND I I I INSTALL SIGN ; 2 0 00° p INLET PROTECTION PER SIDEWALK PER DETAIL I -`p`q I FG F� �Sy I •PER DETAILS ON TRENCH DRAIN PER I �q pP� o p DETAIL ON SHEET C103 _ — — — —I �i g6 gg 'sy �2 I SHEET C702 :'; DETAIL ON SHEET C102 CU CONSTRUCT ADA PARKING _ NARIEN ON SHEET C102 g. g. s STALLS AND RAMP PER GRADING �5 �h s c I I I EXPIRES: 12/31/14 ° - DETAIL ON SHEET C102. STRIPE ° IS8 ?�;T IQ ° - " g9 eG��• 'S'h fiJ�" °� ,°. - `��6c�Y J• -•� irr °... -2.0% •° d, '---- p PER CURRENT ADA STANDARDS c Nj �5ggh�• 1yg$$y c �\� ° 19x \� AS REQUIRED. I Hennebert' Eddy dp UI I ~ /• • it VJ 1�- - -- - -- - - -- — - - — ---- -- \ 2.D% •• I AA h Architects W. - ° I �P�� _y ��` CONSTRUCT CURB AND —IV — — —irr / — M — — 1VM — — MAX i -- r 4p 921 SW WASHINGTON STREET. SUITE Q' I p° ° Q ��\�( ryh �� \ SIDEWALK PER DETAILS % 8.33 , oi— — — ^ \ 0T g' C •– I PORTLAND OREGON 97205 \ \ 1 \ 503 227 4920 FAX p o V h ON SHEET C102. Ax o I Lu o o ° p250 a �PR`L SAWCUT ASPHA�T \ l ®% V`y 4 I 503 227 aaso TEL .` I \ / • www.henneberyeddy.com CONTRACTOR / LINE (TIP) E TUALATIN VALLEY FIRE& LO I STAGING / PARKING ° °v o ° � \\ \ —�/ — — — — AX \ _ — — — -wM — — — o RESCUE AREA ° o ° 0 4 ��\pdd p -I- I -I p. o p ° I STATION 51: SEISMIC U) p p db/ MATCH PROPOSED CURB p : p c _ I 8.4 9.0; 4— 8.0�I 7a1' p ° �I p ° 4 tea\ �� TO EXISTING CURB 4 ° p p X021ddV Q �\ \� Q p c. UPGRADE, RENOVATION, °. 4 p °R1T— QILLSa —Q G .pu Q —�3' - — J M. ® = _ 41 tl _ t cUdddV) "9 __ _( _ ) _ _ ° p I I AND ADDITION Cl)C\1 p - - A Q p PROPOSED 4" 3034 STORM LINE, p ° p p - EXISTING RIGHT-OF-WAY I Tigard,OR 97223 c 8935 SW Burnham Street 1p p o Q o p c c 51 L.F. S=0.5% (MIN) Ldp ° p REFER TO SHEET C103 a REFER TO BEDDING AND BACKFILL _ 'Ls °fes Ac a o a FOR GRADING DETAIL II I THEA Project no. 12033 o ° o p ° p ° p o DETAIL ON SHEET C103 00 ° EXISTING \ ��r' . e o I (Date: APRIL 9TH,2014 N p Q p CONCRETE Revisions: I o ° p op ° 4 PROPOSED CONNECTION TO EXISTING STORM DRIVE AISLE p �. p o Q o° p p KITH o INSTALL CATCH BASIN LINROTECTION PER o - - c 4 ° - p ° REFERETO STORM DRAINAGE WYE C CONNECTION _CLEANOUT Ins •� 4 p a I / p o \ s Q p I DETAIL INLET PON SHEET C103 ° / _.._..... DETAIL ON SHEET C102 \ 4 � p ° I \ Q (Drawn by: AMM IChecked by: AMM (Sheet: SITE PLAN o CITY OF TIGARD Approved by Date: 4- 0 lPlanning 0 5 10 20 I I LU Initials: > CO REPLACE EXISTING SEDIMENTATION / / SCALE: 1" = 10 0 STRUCTURE WITH SINGLE CARTRIDGE ( I w A / STORMFILTER CATCH BASIN. REFER TO DETAIL ON SHEET C103. \ / •� I \ I I ICopydght 2014 Henmbery Eddy Architects,Inc. DRIVE RIVET Revised Chapler 11-ACCESSIBILITY Revised Chapter 11-ACCESSIBILITY - - Ff,nve Mareh 1.2012 F$rcdm March 1,2012 - - ----- --- - - - -- _ - - - ---- — - - �3/8., CUT j SIGN DESIGN SIGN DESIGN SIGN OR7-8 WASHER SIGN NO. OR7-8 SIGN NO. R7-8P DRIVE RIVET DETAIL FOR MOUNTING SIGN 10.5" -- - - FLAT BLANK r POST CAP ® SIGN R7-8P - DRIVE RIVETS 18" SLEEVE G + i 36" BAS N VAN - o SIGN POST is PARKING WITH D.M.V. K , ( VAN'•` -c o 2" 4" i' DISABLED PERMIT ONLY —,LK - ! ACCESSIBLE VIOLATORS SUBJECT TO _J K. X7.7 TOWING UNDER =K K;- 1 L ° WHITE 7RAMC ORS 811.620 —'L--K ° _ _ _ , .� PAINT AND FINE UNDER __ K - — -. ORS 811.615 _,L_ - ° N F to iii to 2 DRIVE RIVLn ETS _ SET 90' APAR ° - k Sign Background: Blue, Retro-reflective. sheeting Sign Background: Blue, Retro--reflective sheeting o r SECTION A A q Sign Legend: White, Rotro—reflective - ° In �000 Sign Legend: White, Retro—reflective .sheeting 1" 9" DIMENSIONS (INCHES) — DC �G�O SIGN A 5 C D- E - F [; H' ,! K. L M::.N SIGN DIMENSIONS (INCHES) P A L C D E F.. G H J` K L M N ° STANDARD 18 .24 %z 1+n3+n2+/: 6Vz 2Ve 1C e/1e MINIM JM 17 6 s/a t+n 1vzD +/= 1 D h/e ° ' • • 1$ r NOTES _ 0 �6 1. SYMBOL AND PAINT SHALL MEET CURRENT A.D.A. ACCESSIBILITY 0 GUIDELINE REQUIREMENTS. The Accessible Person parking sign is used 4o designate a The VAN ACCFSSIRI.E sign shall only be used. with sign CR7-8 2. SYMBOL SHALL HAVE A BLUE BACKGROUND MEE7ING CURRENT to designate the parking spaces that have an overall parking - ° 0 A.D.A. ACCESSIBILITY GUIDELINE REQUIREMENTS. parking area reserved for vehicles with permit as stated 9 P 9 P P 9 _ - space and access aisle width of I / feet. minimum. ° 0 , DRIVE RIVETS to ACCESSIBLE PARKING SYMBOL to ° p --- Figure 7 Figure 8 NOTES: 2010 OREGON STRUCTURAL SPECIALTY CODE 283 284 2010 OREGON STRUCTURAL SPECIALTY CODE 1. SIGN POST SHALL BE INSERTED A MINIMUM OF 12 INCHES INTO THE 36 INCH BASE. - 2. MATERIAL SHALL BE 12 GAGE GALVANIZED PERFORATED STEEL. SIGN INSTALLATION � ; o N.T.S. O U ° N W PROPOSED 6" ROOF DRAIN CONNECTION ro V] z oo ZURN 8" NO HUB END ZURN 6" ZURN Z-812 a 1~_I a 0, o E OUTLET (ZURN NO. END TRENCH DRAIN 11 N N W N -E8) (ZURN 0.5% SLOPE (MIN) W o TOP OF CURB 4" WEEP HOLE, SEE NOTE 4 =�( ITEM NO. C� O �/ '', - v SEE NOTE 5 A Yz" -E6) 6ROOF SEE NOTE Q1 SEE NOTE 30 w F� W ! 6 DRAIN PIPE UJ z a 24„ TO STORM SYS CONNECTION Z DRIVEWAY APPROACHSIZE AND SLOE 8" 6„ REQUIRED LENGTHCo (SEE PLAN) PIPE TAP ------- ---- ------------- ---- --- ------------------ 1 on c i6" 7 l GUTTER LINE MAX., SEE NOTE 3 SEE NOTE 2 BOTTOM OF CURB . SEE NOTE 7 HEAVY DUTY SEE NOTE Q2 "' o a GRA TERON PIPE TO PIPE ��D PROFFss �S GINE TTT—"'-"'- ---11 i F�l�TTT '-.11.m TTT-FF TTT -' -"'-" - TTT Q BREAK OUT WALL 2" MIN., 4" MAX CLEAR OF PIPE ��' `�a 75,063 �'p SEE NOTE 6 I COMPACTED SUBGRADE 1"xi"x1/4" WALL. GROUT SPACE WITH NON-SHRINK GROUT. L A AN LE MANHOLE OR CATCH BASIN O USE "FERNCO" FLEXIBLE COUPLING WITH y 1xEGON C1 END DETAIL APPROACH DETAIL FRAME STAINLESS STEEL CLAMPS OR APPROVED EQUAL y� °eG 29ANCH CUT HOLE INTO PIPE AND INSTALL "FOWLER" gMgRiEMPQ� T B/LEVEL ~10' MODULAR SECTION © SEWER BOOT TAP OR APPROVED EQUAL. CONSTRUCT 4" WEEP HOLE AS NOTES; EXPIRES: 3x/31/1.4 STRIP _- 1/4" RADIUS REQUIRED AND/OR DIRECTED. SEE 1. ALL RADII SHALL BE 3/4" EXCEPT AS STORM DRAINAGE CONNECTION Hennebery Eddy NOTE 4. OVER LAPPING JOINT OTHERWISE SHOWN. ZURN Z-812 SECTION 6" 3/4" RADIUS, SEE NOTE 1 2• EXPANSION JOINTS, MAX. 45' SPACING AND AT NOTE: INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURES'SCo r h'* �, BEGINNING AND END OF CURVES OR AS DIRECTED. RECOMMENDATIONS. TRENCH DRAIN TO BE PLACED IN CONCRETE ON FIRM NATIVE SOILS. ATIhileas a o TOP OF CURB 6" CURB EXPOSURE �n(• JI UNLESS NOTED J. CONTRACTION JOINTS, MAX. 15' SPACING AND TRENCH DRAIN 921 SW WASHINGTON STREET SUITE a AS DIRECTED. CONTRACTION JOINTS SHALL EXTEND 250 o ° OTHERWISE. N.T.S. Z -1 SEE NOTE 8. AT LEAST 50% THROUGH THE CURB OR CURB AND 503 227 4920 FAx PORTLAND OREGON 97205 LU 4 GUTTER. 503 227 4860 TEL www.henneberyeddy.com ET GUTTER LINE $�° 4. AS REQUIRED AND/OR DIRECTED, CONSTRUCT INSTALL #4 REBAR WITH 12" MIN. EMBEDMENT TUALATIN VALLEY FIRE& ° o. WEEP HOLES #14" PLASTIC DRAIN PIPE ORRESCUE THROUGH PRECAST SLEEVE. RECESS REBAR o APPROVED EQUIVALENT. FOR FUTURE HOOK-UP, 1 4" AND COVER HOLE WITH EPDXY SEALANT. °.fl DEPRESSED CURB FOR DRIVEWAY 1" / STATION 51: SEISMIC MAX. LIP, SEE NOTE 7 DRAIN PIPE SHALL HAVE A BELL OR 3" EXTENSION. SIKA LASTOMER-46, THUMB PUTTY. TYPICAL UPGRADE, RENOVATION, A CONTRACTION JOINT SHALL BE PLACED ALONG BOTH ENDS OF WHEEL STOP AS SHOWN. AND ADDITION AND OVER WEEP HOLE THROUGH THE CURB AND o °. 0 0 THROUGH THE SIDEWALK. WHEN SIDEWALKS ARE N BOTTOM OF CURB - DEPRESS CURB FOR 8935 SW Burnham Street ° SIDEWALK RAMP CONSTRUCTED, EXTEND 3" PIPE TO BACK OF 5' 5' MIN. 0.5' Tigard, OR 97223 J (FLUSH WITH ASPHALT PAVING) SIDEWALK AND INSTALL COUPLING. SEE WEEP HOLE s� HEA Project no. 12033 LOCATIONS NOTE ON THIS DETAIL. 2% MAX SLOPE TO PARKING LOT 9' _-� CONCRETE CURB Date: APRIL 9TH,2014 4 . 5. END CURB SECTION, TOP TO BE REMOVED UPON 6. vd a.4. 4 . " Revisions: SECITON A-A EXTENSION OF CURB. PROVIDE 1/2" EXPANSION O" 'Oq q q C a, ca JOINT AS SHOWN. o •' 6. COMPACTED LEVELING COURSE, REFER TO -4" OF 3,500 PSI P.C.C.� a.._ STRUCTURAL SECTION DETAILS. OVER 6" CRUSHED ' U 7. BASE ROCK, MIN. , DRAINAGE CHANNELS ?"' a� (Drawn by: AMM MAX.CONSTRUCT DRIVEWAY APPROACHES WITH A i" \p, 631 (Checked: AMM MLIP, UNLESS NOTED OTHERWISE ON THE PLANS ?' AND PROFILES. a (sheet: DETAILS B. CURB EXPOSURE FOR PRIVATE PARKING LOTS SHALL BE 6". DRAINAGE CHANNELS p CONCRETE CURB TYPE C PRECAST CONCRETE WHEEL STOP CONCRETE SIDEWALK o N.T.S. N.T.S. N.T.S. (w w _ C102 c1l Copyright 2014 Hennebery Eddy Archhecis,Inc. OWNER/TENANT: 2 ADJACENT TENANT - GODIVA Chocolatier GODIVA CHOCOLATIER, INC. 333 WEST 34TH STREET NEW YORK, NY 10001 2 I �- PROJECT PLANNER: -- —r — — A ° 3 / Io to to I O 12 / �— II 4 4 4 I WJCA INC. 763 SUSQUEHANNA AVE. 14 FRANKLIN LAKES, 07417 I C TEL: 201-848-9090 60 L FAX: 201-848-9881 10 Ir\ 711 L �LJ 6 ARCHITECT: I jIL/ \-J I II I I 6 -- � DAVID A. UDKOW /�� 11881 NORTH 1 ATH WAY ^` I / / SCOTTSDALE, AZ 85259 �-) (n 5 5 (sYI� C z / I O AI00 I 5 5 U LIC. #: 2182 Q 5 5 6 z EXP. DATE: 6/30/16 r b 10 4 Q 5 5 i CODINA 2 5 5 — 12 13 I F I F F �I I C 4 I Chocolatier l— J — f{— J STORE NO: 524 5 5 / — — —�/ — �� — B PROJECT LOCATION: 'C3 5 5 22 5 5 13 I WASHISPACE B0NGTON 04 MALL L J6 9585 SW WASHINGTON Lo 1 5 5 4 4 SQUARE ROAD N PORTLAND, OR 90703 Lo 5 5 co 4 Q I 5 5 ISSUE DATE: I 4 6 NO. DATE DESCRIPTION ^ 12 — 12-11-15 issuED FOR DiD, W PERMIT(b I RENEW AND LANDLORD J 10 10 Q I -� I 0 5 � ( ) 2 I O U ADJACENT TENANT Q DEMOLITION PLAN SCALE: 3/8" = V-0" DEMOLITION NOTES LEGEND KEY NOTES ��' c- I. COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT, VISIT THE SITE PRIOR TO 10. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. O LEASE LINE - VERIFY LOCATION WITH LANDLORD REPRESENTATIVE. � DAVID A. UDKOWL r BID SUBMISSION AND VERIFY ALL EXISTING CONDITIONS (EG- OVERALL DIMENSIONS, EXISTING INTERIOR 0-9 T CONDITION OF CONCRETE SLAB, LOCATION OF SERVICES, STRUCTURE, CLEARANCES, II. NO WORK IS TO BE PERFORMED OUTSIDE THEI LEASE LINE AS DEFINED BY THE WALL OR DEMISING EXISTING DEMISING PARTITIONS AND STRUCTURAL ELEMENTS TO REMAIN: 2182 ETC.) AGAINST THE PROPOSED WORK REPORT ANY DISCREPANCIES, OMISSIONS OR LANDLORD. WALL TO REMAIN ® PROTECT DURING THE WORK PROTECT AND MAINTAIN EXISTING NOTE: 0L OBSTRUCTIONS TO TENANT REPRESENTATIVE THAT WILL AFFECT THE LAYOUT ORGRAPHICS BY OTHERS. SCOTTSDALE, AZ � y DESIGN IMMEDIATELY. NO ALLOWANCES WILL BE MADE FOR FAILURE TO DO SO. 12. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED AT NO FIREPROOFING, FIRE SEPARATION AND FIRE RATING. Ir COST TO THE OWNER - EXISTING INTERIOR WALL, O TRENCH d INFILL FLOOR AS REQUIRED FOR "BELOW SLAB" INSTALLATION. O 2. REFER TO SPECIFICATIONS AND RESPONSIBILITY SCHEDULE FOR GENERAL DEMISING WALL OR OTHER COORDINATE METHOD WITH LANDLORD, COORDINATE LOCATION WITH o1 CONDITIONS AND ADDITIONAL INFORMATION. 13. PROVIDE TEMPORARY SERVICES AS NECESSARY FOR CONTINUOUS OPERATION ITEM TO BE REMOVED APPROPRIATE TENANT VENDOR - REFER TO MEP SHEETS FOR FOR ALL LIFE/SAFETY DEVICES. MAINTAIN/RELOCATE ANY FIRE PROTECTION REQUIREMENTS. 3. REFER TO MEP SHEETS FOR ADDITIONAL NOTES t SPECIFICATIONS. SIGNALS OR EQUIPMENT AS REQ'D PROTECT FOR DURATION OF THE WORK. ®4. UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE 14. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON REMOVE EXISTING PERIMETER FIXTURES, CASH DESK, BACKWRAP, ETC. r VERIFIED FOR VARIANCES AGAINST THE PROPOSED WORK. REPORT ANY COMPLETION OF WORK. LEAVE SITE IN A CONDITION ACCEPTABLE TO THE EXISTING SLAB TO REMAIN : PROVIDE A SMOOTH LEVEL SURFACE 00 DRAWING TITLE: 00 DISCREPANCIES IMMEDIATELY TO TENANT REPRESENTATIVE. CONSTRUCTION MANAGER O THROUGHOUT ENTIRE LEASED AREA - PREPARE SURFACE FOR NEW FINISHES - REFER TO FINISH PLAN FOR SCOPE OF NEW WORK DEMOLITION / r S. PREVENT MOVEMENT OR SETTLEMENT OF EXISTING LE FOR SAFE . PROVIDE AND 15. COORDINATE ALL WORK BELOW SLAB WITH LANDLORD AND SHALL PATCH t REMOVE EXIST'G STOREFRONT AND SIGNAGE BELOW 14'-0" (VIF). LL PLACE BRACING E SHORING AND SUCH RESPONSIBLE FOR SAFETY AND SUPPORT OF REPAIR ANY/ALL DAMAGE THAT MAY OCCUR DURING DEMOLITION WORK © PROTECT EXISTING MALL BULKHEAD REPAIR AS REQ'D. REFER TO > EXISTING T STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR STOREFRONT SHEETS FOR COMPLETE SCOPE OF NEW WORK - INJURY. 16. WHERE THE EXISTING CONCRETE SLAB IS TO BE PATCHED AND REPAIRED, 0 CONDITIONS MAINTAIN THE EXISTING FIRE RATING OF THE SLAB, PATCH WORK TO BE O 6 , ,REMOVE EXISTING CEILINGLIGHT FIXTURESETC. v . CEASE OPERATIONS AND NOTIFY THE LANDLORD AND CM IMMEDIATELY IF SAFETY STRUCTURALLY SOUND AND CAPABLE OF SUPPORTING LIVE LOADS FOR — PLAN O OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE ALL NECESSARY PRECAUTIONS MERCANTILE OCCUPANCIES AS PER LOCAL CODES AND JURISDICTION. REMOVE ALL FLOOR FINISHES. GLEAN AND PREPARE FLOOR FOR io TO PROPERLY SUPPORT THE STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY ® RECEIPT OF NEW FINISHES. Y IS RESTORED. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXTENT OF �p DEMOLITION WITH THE TENANT REPRESENTATIVE AND THE LANDLORD AND O EXISTING PLUMBING FIXTURE TO REMAIN. Q 1. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY BRING ANY DISCREPANCIES TO BOTH PARTIES ATTENTION PRIOR TO SERVICES WITHIN AREAS of DEMOLITION, DISCONNECT AND STUB-OFF. NOTIFY FINALIZING THE BID AND COMMENCEMENT OF WORK �I� AFFECTED UTILITY COMPANY AND BUILDING MANAGER IN ADVANCE AND OBTAIN ® REMOVE EXISTING PARTITION AS SHOWN. h \Y PROJECT NO: APPROVAL BEFORE STARTING THIS WORK. 18. A FIRE EXTINGUISHER MUST BE KEPT ON THE PREMISES AT ALL TIMES. 8. PLACE MARKERS TO INDICATE LOCATIONS OF DISCONNECTED SERVICES. IDENTIFY 19. SYSTEMS AND COMPONENTS. ANY DAMAGE TO THESE ITEMS SHALL BE II REMOVE PLUMBING FIXTURE, RELOCATE SEE PLUMBING DRAWINGS. 154129 Q SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. REPAIRED AT THE CONTRACTOR'S EXPENSE. O REMOVE SHELVING. Q DRAWING NO: S. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE 20. CONFORM WITH ALL LANDLORD'S BUILDING REGULATIONS AND PROCEDURES. O NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. REMOVE EXISTING COLUMN SURROUND. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS. PHASE 21. COORDINATE WITH LANDLORD FOR THE PROTECTION AND/OR STORAGE OF DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. PROVIDE FOR LEGAL ANY ITEMS TO BE SALVAGED. 14 EXISTING ELECTRICAL PANEL, SEE ELECTRICAL PLANS. REMOVAL AND DISPOSAL OF ALL RUBBISH AND DEBRIS FROM THE BUILDING AND A100 >Q SITE. (COORDINATE ALL DEMOLITION AND REMOVALS WITH LANDLORD. PROTECT ALL BARRICADE ISOMETRIC SCALE: N.T.S. WORK NOT SLATED FOR DEMOLITION) l� q - - PRO60$ED 1 7 LF OF 15p' TRENCH DRAiN PER \d4QA� C102 .4 REMOVABLE BOLARD, HUNTCO i Q °° °°d ° ° A110N (800.547.5909) MODEL SB-4-RM OR FFE = 159.40 a ° LU,viriu- OVA APPROVED EQUAL. POWDER COATING, d ° e EXISTING SIDEWALK IN-GROUND MOUNT, COLOR TO BE ° ° a APPROVED BY ARCHITECT. ° °I ABBO. AREA ° ° d°. FLANGE COVER ° a I a � d ° F R LOCKING MECHANISM 9�y0�F,p 106 t \ 1h 3" A.C. PAVEMENT, LEVEL 2, 1/2" ROCK MIX 8" CRUSHED ROCKBASE, 3/4" (MINUS) - -.-°- - - - - - - c - - - - - - - - - - - - - - - - - - � c. a d FINISH GRADE ° ° ° a . ° ea (959 COMPACTION ASTMD 1557) ° k ° ° a d ¢° m CE07EXTILE FABRIC 8 OZ NON-WOVEN ° °d °° ` d ��J� ° ��\�� ° g ��p� `* (MIRAFI 180N OR EQUAL) II�II 4 d a ° ° . �� gip. °4 ° �9 G �j �N G p9F1.6 5„0 SCH. 40 PIPE SLEEVE -II- ° ed a ° ° ° \�9 �1 d ��9 0 ° w°° fig• 12” FULLY COMPACTED SUBGRADE ° ° ° h (909 COMPACTION-MAX DRY DENSITY GJ ¢ IN-GROUND CONCRETE MOUNT 0 p o ASTMD 1557) �G G 0- h9 ° �j9• „� C) - — N N I I III— I I= NOTE: A.C. PAVEMENT SHALL BE COMPACTED TO 91% OF RICE DENSITY SpA 9�0 h� N ° 1 LE�IQ - - - - - - - -- �P �� 29 MAX TOC = TOP OF CURB ELEVATION II 111=1111 VIII PARKING LOT A.C. PAVEMENT SECTION 69 9` p� �� GUT = GUTTER ELEVATION N.T.S. 16111 ��h1 Q° h�9 EG = EXISTING GRADE -LITI ° III—III=� ,�� FG = EXISTING GRADE I_ - I—I I I PROPOSED CONCRETE L STOP PER x 7.5 8 III. . DETAIL ONES SHEET C102 NI F lId F GRADE BREAK BIKE BOLLARD DETAIL 0 5 10 N.TS. L�4i SCALE: 1" = 5' - -.� Sr 4 4 Q yF, yc 0 \\ \ INSTALL TRUNCATED DOMES U O N 0"i NOTE PROTECT ADJACENT CONCRETE $"-I to r w ADA PARKING STALL AND WALK GRADING DETAIL 111 J F-. O IL V// Tti C o of W < � STORMFILTER CATCHBASIN DESIGN NOTES M Z W STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. i CARTRIDGE CATCHBASIN C7 < N y N - HAS A MAXIMUM OF ONE CARTRIDGE, SYSTEM IS SHOWN WITH A 27"CARTRIDGE,AND IS ALSO AVAILABLE WITH AN 18"CARTRIDGE. STORMFILTER Z U ti m CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. W to PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS x O REQUIRED. - Z rA ACCESS COVER CONCRETE COLLAR CARTRIDGE SELECTION AND REBAR IC BY MEETHS20 IF ABLE CARTRIDGE HEIGHT 2T 18- 18"DEEP CONTRACTOR RECOMMENDED HYDRAULIC DROP(H) 3.05' 2.3' 3.3' '`` p SPECIFIC FLOW RATE(gpm/sf) 29P 2 Igpmlft2 2gpm/ft2 1gpn 2gpm/ft2 lgpm/ft2 ��S �GINELI' J%y ii a CARTRIDGE FLOW RATE(gpm) 22.5 11.25 15 7.5 15 - 7.5 4' 75,063 A p• JI A PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 1 I& It • INLET PERMANENT POOL LEVEL(A) - - 1'-0" 1-0" 2-0 2 EACH L OVERALL STRUCTURE HEIGHT(B) 4'-9" T-9" 4'-9" DUMPS REGON 11. jj- �z 1. CONTECH O PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. YyC�OC• 29"1000 V E II JI 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR EXPANSION •4 QQ� it CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com RESTRAINT MARIEM 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN �r 1 4" NYLON ROPE, .`'< __ VANED INLET GRATE . THIS DRAWING. EXPIRES: 12/31/14 (SOLID COVER OPTIONAL) 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY 2" FLAT WASHERS) • a CONTRACTOR. 5. STORMFILTER CATCHBASIN EQUIPPED WITH 41NCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD - 2'-0" 2'-4" OUTLET STUB IS 81NCHES IN DIAMETER. MAXIMUM OUTLET STUB ISIS INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE PAVED AREAS OUT OF PAVED AREAS - N e n n e b e ry F d d y INSIDE RIM. INSIDE RIM. USING FLEXIBLE COUPLING BY CONTRACTOR. - O 1'-0" - 4'-8V 6. STEEL STRUCTURE-TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD p NCOLLAR OUTSIDE RATING ON STRUCTURE,A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED,CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO - - Architect s .� BE PROVIDED BY CONTRACTOR- 7. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING, RADIAL MEDIA DEPTH SHALL BE BAG DETAIL PLAN VIEW 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. INSTALLATION DETAIL —I I L—I.I tl/ o 8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq II). - I o • Q INSTALLATION NOTES - - - DUMP STRAP. /�� i�� j�� i�,��i /�i'/�%i'/�% III—III 921 SW WASHINGTON STREET SUITE ¢ A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY i I—III— NATIVE 250 F— BACKFILL PORTLAND OREGON 97205 z ENGINEER OF RECORD. �' I I I_I LU - B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY 70 LIFT AND SET THE CATCHBASIN(LIFTING CLUTCHES I" REBAR FOR BAG - \ 503 227 4920 FAX U - - PRovtoED). REMOVAL FROM - \ \ _ 503 227 4860 TEL C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. INLETI—III I I www.henneberyeddy.com o \ \ TUALATIN VALLEY FIRE& r%J 4-0�i" SLOPED ID FLOATABLES DUMP STRAP \\ \\ \ I II— 11 I— RESCUE \ \\ I I—III—I ¢ 2'-0" 2'-4" BAFFLE \ \ \� LL STATION 51: SEISMIC U. B PER LIF71NGEYE 1-CARTRIDGE CATCHBASIN \ . \ III I I I sILTSACK (3/4"-0") GRANULAR \ \ \ UPGRADE, RENOVATION, �1 POOL ELEVATION (TMP OF4> STORMFILTER DATA \ \ I I—III—I Cl) BACKFILL \ \ AND ADDITION Cl) - _ _ — — -- — - FINISHED GRADE — — + STRUCTURE ID 1 \ N -Ikd OEp \ \ \ \ I I I-I I I O 8935 SW Burnham Street c _ 1a _ "} -. to �I �µ N WATER QUALITY FLOW RATE cls 0.027 �/a D \ \ 'C Tigard,OR 97223 -_,_ - LSI Ik < 1 PEAK FLOW RATE F E 125 9 o � L— I RETURN PERIOD OF PEAK FLOW(yrs) 25 / / m a WEIR WALL CARTRIDGE FLOW RATE m 15 Z / / / / ¢ IHEA Project no. 12033 STORMFILTER _ MEDIA TYPECSF,PERLITE,ZPG,GAC,PHS PERUTE . O O - CARTRIDGE FILTRATIONS 51 - '(� / N IDate: APRIL 9TH,2014 N BAY INLET FILTRATION BAY RIM ELEVATION 156.6 v - v ,MO / / / / / / m INLET ' S' - 4 IRevisions - FLOW PIPE DATA: LE. DIAMETER !FN '4 _ a- 04 — INLET STUB 153.4 12- OUTLET STUB I 153.3 12 o o PERMANENT � ! v A . .. . CN POOL ELEVATION INLET STUB - CO / INLET STUB CONFIGURATION (OPTIONAL) OUTLET STUB OUTLET OUTLET Z / '0 ( (OPTIONAL) Tfl e :A O F CARTRIDGE - INLET FROM INLET v t O U u SUPPORT _ — FWKIT h IvlOFLOI . PE FLOW KIT INLET INLET CLEANOUT 2'-0" CATCHBASIN FOOT SLOPED LID (Drawn by: AMM 8 CATCHBASIN FOOT B r ACCESS PLUG c (TMP.OF 4) ON WEIR WALL INSIDE (TYP•OF4) SOLID COVER E NO - - (Checked by: AMM 2'-py" NOTES/SPECIAL REQUIREMENTS: - ISheet: DETAILSa OUTSIDE g SECTION A-A SECTION B-B CATCH BASIN INLET PROTECTION PIPE BEDDING AND BACKFILL N.T.S. N.TS. H Cv NTECH® 1 CARTRIDGE CATCHBASIN r` StormFilte' ENGINEERED SOLUTIONS LLC STORMFILTER LU ,,,T„„,„„„,,,,",,,„„•„s. = www.conteehES.com STANDARD DETAIL C/) 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 � x '800-526-3999 513-645-7000 513-645-7993 FAX_ Cl 03 c� - _ ICopyright 2014 HenneberyEddyAmhl[ects,Inc. PLANT SCHEDULE V VEXISTING LANDSCAPE TO REMAIN n ADD 2" DEPTH OF BARK MULCH TO EXISTING SHRUB BEDS Q , o Q Q O EXISTING TREE TO REMAIN I TREES m 1 1 I M OQ m I� • 1 Acer griseum — Paperback Maple •• 10'-12 MULTI B&B, WELL BRANCHED, MULTI—STEM i I ' I ( SHRUBS & VINES \ m _"m uo2 102 M,3 EXISTING BUILDING ��' ' II O 3 Buxus microphdla japonica 'Winter Gem'— Winter Gem Boxwood 5 GAL CONT., FULL PLANTS, SPACING AS SHOWN 1 4 Berberis thunber ii 'Rose Glow, — Rose Glow Japanese Barberry 5 GAL CONT., FULL PLANTS, SPACING AS SHOWN I M3 _ ;CM 15 I Vibumum Davidii — David Viburnum + I 5 GAL CONT., FULL PLANTS, SPACING AS SHOWN M3 i O 2 ISkirnmia -aponica — Japanese Skimmia 5 GAL CONT., FULL PLANTS SPACING AS SHOWN I m 3 Miscanthus sinensis 'Adaio' — Ada io Maiden Grass ❑ m 1( 5 GAL CONT., FULL PLANTS, SPACING AS SHOWN i M I I I I 8 1 Trachelospermum psminoides 'Madison'— Madison Jasmine Cn 5 GAL CONT., FULL PLANTS, SPACING AS SHOWN N o � ❑ O m t]7 m m C.) 0 i O n C) {� O 2 Pol tichum munitum — Sword FernI m W! x N 5 GAL CONT., FULL PLANTS, SPACING AS SHOWN Q j W rr �--' Ln z GROUNDCOVER 4 5 z X102 ,oz (/}�.�.tL.� Q _I l: cI I_. pO CMI. 27 Euon us fortunei 'Emerald Gaiet Emerald Gaiety Wintercreeper 4-4 ,ii a N a 1 GAL CONT., FULL PLANTCI3 C) S, I . � s � L U Q Z y I w d QJQQ N MO 1 z CONSTRUCTION NOTES W o N 10 BBQ AREA = :Q O > cz� Ol RELOCATE AND RECONNECT EXISTING IRRIGATION EQUIPMENT. SEE < m DESIGN / BUILD IRRIGATION SPECIFICATIONS. O RELOCATE EXISTING IRRIGA71ON VALVE. CONNECT TO EXISTING SYSTEM I }'<� �.• Q I PER DESIGN / BUILD IRRIGATION SPECIFICATIONS & DETAIL 6/L102.CIO • GENERAL PLANTING NOTES • _ 1. All construction shall be performed in accordance with current City M ' BUILDING ADDITION •• of Tigard Standards and the Oregon Building Codes. - .t'�E ;, 1-0<' 2 1 2. Install erosion control systems in accordance with City of Tigard n Standards prior to site work and landscape installation. Hennebery Eddy i u J. Mark and protect all utilities, site features, and vegetation to remain in place. Architects 4. Remove existing planting bed soils and replace and/or amend soils 921 SW WASHINGTON STREET SUITE in beds in accordance with landscape plans and specifications. 250 PORTLAND OREGON 97205 5. Landscape installation shall include provision of an automatic 50 z27 486 FAX �I irritation system designed to compliment a landscape planting plant ww. 227 www.henneberyeddy.com TEL Ys 9 P P P 9 P www.henneberyeddy.com for beds in the plans meeting local and State building codes. Tualatin Valley Fre&Rescue 6. Plant material installed shall conform in size and grade to the 'American Standard for Nursery Stock" current edition. STATION 51: REMODEL p AND ADDITION Ls 7. The quantities of plant materials shall be as determined by the 8935 SW Burnham Road contractor in accordance with the specified spacing or location on Tigard,OR 97223 i I the plan. Material quantities shown on plan are for Contractor (� convenience only and shall be verified by the Contractor prior to IHEA Project no. 12033 installation. Surplus or shortages of plant quantities shall be the Date: APRIL 9TH,2014 responsibility. of the Contractor. I (Revisions: ElII B. Landscape contractor shall water plantings for the duration of warranty period after installation and guarantee all plantings to be I alive and in satisfactory health. Cf) H H z LLI Drawn by: AMM U (Checked by: KMA QSheet: z PLANTING O PLAN U 0 5 10 20 z z SCALE: 1" = 10' Q 0 .—� rn - - ICoMight 2012 Hews "Eddy ArUYSM,ft. NOTE. NOTE TWICE WRAP WIRE STRAND AROUND ON CENTER SPACING SHALL BE AS NOTCHED STAKE AND TWIST ENDS TO INDICATED IN PLANTING LEGEND. SECURE (ALLOWING TRUNK TO MOVE 3" IN ALL DIRECTIONS). POUND 71E ENDS INTO STAKE TO CONCEAL SHARP ON CENTER WIRE EDGES. SPACING c� SPECIFIED TREE Q + ; I I + ; + ` + 2-No. 12 GA GALVANIZED WIRE STRANDS WITH 1/2" O.D. o i ��/4V� REINFORCED RUBBER HOSE TO �,� T, V4, � I PR07ECT TRUNK v�F`y + / + 2-No. 2" DIA WOOD TREE Z k— \ _ SPECIFIED PLANT STAKES, NOTCHED FOR WIRE o �. —X— STRANDS AND STAINED AS EDGE OF PAVING, SPECIFIED `4 I + } + I CURB OR BUILDING PREVAILING WIND I ' i ! I � I i ' . lilil ll ! fi 111 l i ; l' I � ; I Miffll ill I j, i : 11111 1 � � I j Ir I III � i i � l , � , Ii111 1 w x TREE STAKING d TRIANGULAR SPACING L Section T Section o, NOT TO SCALE NOT TO SCALE LU NOTE PROVIDE 36" DIAMETER MULCH OR 0 2" DEPTH COMPOST COMPOST RING, AS SPECIFIED. Q MULCH, KEEP CLEAR sra m Fl wr cn FROM TRUNK OF TREE Q SET maxa eF ReeTBALL 0 AT FlW54 CR/QE SPECIFIED PLANT _ ]'MLH WM S1 AT a oo&u ON CENTER SPACING } _ 2" DEPTH COMPOST, AS INDICATED IN PLANTING LEGEND KEEP CLEAR FROM = z �TM osr wa a BASE OF PLANT FINISH GRADE II ft`h- _ III—III— �_! ! ! _ — — , 1 � l ) �TM ISH GRADE — _ I �,2: "E� �° FIN _ -1 I—III—I —I / /�/ • —III III—III—! III—f I I—I I ITI I I—III 11=111—III T- -! I I—III — — — III—III—I /�,��/��/ ° ° N - // // // // // // // //�//�//�//�//�//�//�//�//�//�// U, W a N III=1 I 1=1 I 1=1 III f I I—I 1=1 I I-1 11=1 11 I 1=1 I I 111=1 11=1 11=1 I I-1 I I—III I=III-111- o 1=1I II 1I1=1 1I1=1I1—II1-1I1=1II I1=1I1=1 III= -I 1=III III III III= I ' / /�/�/�/�/ �/�/ /�/�/�/�/�/�/� ►--+ =1 I i—I 1 I-1 I -1 I I I I_I 11=1 11 1 I 1=1 11=11 111 111 I I F=111 1 1-1 11=III_ �, Z III I I I I i=1 1 I 1 I —I 11=1 11=1 I ! —I 11=1 "' � O` �� I —I 1=1 I I=111—III-1 1=1 1=1 —I 1=1 III- —1 1=1 1=1 1=111=1 11=1 1= °� ;� Z a " 11-111-1 X00BALL 'DIAML7ERI 1 ' ""° =1 I=1 I (=III=III-NanvE 'soa=l I I—III=III=III— _ t I —1 1 p•� < 2 X CONTAINER DIAMETER F o b I— — — — — — — — — — — —1 -1 i I I I—I —III—III—III—III—� I I I—I I l III—III—III—I III—III—III—III- roPsolL �+-+ ,1 a -! I !—I 11=!1 1=1 I 1=1 -11 I—III—i I '- Q. " N III_ SCARIFIED SUBGRADE aQ UI W < y SHRUB PLANTING GROUND COVER PLANTING " DECIDUOUS TREE PLANTING 3 Section Section Il al EN 1 NOT TO SCALE NOT TO SCALE a z I � N U Section ( w N m NOT TO SCALE xj o w < N Q VALVE BOX WITH LOCKING LID, TOP OF BOX %2" ABOVE FINISHs , GRADE IN TURF. I" ABOVE FINISH GRADE IN GROUNDCOVER ! �`;h"•: AREAS � BALL VALVE, LINE-SIZED TO RAIN BIRD EASY RAIN CONTROLLER . � 1 . MATCH REMOTE CONTROL VALVE VALVE IDENTIFICATION TAG SCH. 40 45' ELL REMOTE CONTROL VALVE ,€ •1 ,,y SCH. 40 TEE AT MAINLINE SCH. 80 NIPPLE TYPICAL OF 2 h' r PVC UNION TYPICAL OF 2 FINISH GRADE n pp h p y - SPECIFIED TOP SOIL HQn1111GYG1y [Lddy � 1I -1Ill`I II Iil III 1—III—IT Ar�hite(ts I I— I=1 I I—I —I 11 11= LATERAL LINE - 921 SW WASHINGTON STREET SUITE 2'nP 250 ' PORTLAND OREGON 97205 503 227 4920 FAX _ I ! — 503 .227 4860 TEL Z COMMON BRICK, ONE REQUIRED AT EACH CORNER OF VALVE BOX www.henneberyeddy.com MAINLINE —1 — Tualatin Valley Fire&Rescue I I l I I I I I I 1 I—I 1 —I WASHED GRAVEL STATION 51: REMODEL AND ADDITION -� 1=111 1 —1 III I I 1=1I III- III—III—III—II8935 SIN Burnham Road -III-III— I=1 I Tigard,OR 97223 —111-111,,,1 11 1��1 I I=1�111 REMOTE CONTROL VALVE (HFA Project no. 12033 6 Section Date: APRIL 9TH,2014 4 NOT TO SCALE (Revisions: U) H Z W Drawn by: AMM U (Checked by: KMA O Sheet: 0 DETAILS z O U tr H CO Z LO Ll 02 Copyright 2012 Hennebery Eddy Amhftl Inc. ISSUE LOG LIST OF ABBREVIATIONS DRAWING INDEX �`� ``� � Q� Q� A.B. ANCHOR BOLT LLV LONG LEG VERTICAL ACI AMERICAN CONCRETE INSTITUTE LOC. LOCATION ADD'L. ADDITIONAL LONG. LONGITUDINAL AESS ARCHITECTURAL EXPOSED LVF LOW VELOCITY FASTENER STRUCTURALSTEEL NN NN�O MAX. MAXIMUM AISC AMERICAL INSTITUTE OF STEEL CONSTRUCTION INCORPORATED MECH. MECHANICAL Q `� ALT. ALTERNATE MFR. MANUFACTURER ARCH. ARCHITECT MIN. MINIMUM Q �Q) �� nOJ ASCE AMERICAL SOCIETY OF CIVIL MISC. MISCELLANEOUS ENGINEERS 5001 DRAWING INDEX AND LIST OF ABBREVIATIONS X X X X X X ASTM AMERICAL SOCIETY FOR MPH MILES PER HOUR S002 GENERAL STRUCTURAL NOTES X X X X X X TESTING AND MATERIALS MT MAGNETIC PARTICLE TESTING S003 GENERAL STRUCTURAL NOTES X X X X X X AWS AMERICAL WELDING SOCIETY (N) NEW 5004 SPECIAL INSPECTION PROGRAM X X X X X X BLDG. BUILDING N.I.C. NOT IN CONTRACT S005 SPECIAL INSPECTION PROGRAM X X X X X X BOT. BOTTOM NOM. NOMINAL S006 SPECIAL INSPECTION PROGRAM X - - - - - C.G. CENTER OF GRAVITY NO. NUMBER S201 FOUNDATION PLAN LEVEL 1 - X X X X X C.I.P. CAST IN PLACE N.T.S. NOT TO SCALE S201A FOUNDATION PLAN LEVEL 1 OPTION A - IMMEDIATE OCCUPANCE X - - - - - IN APPARATUS BAY (REPLACED BY S201) C.J. CONTROL JOINT O.C. ON CENTER 5201 B FOUNDATION PLAN LEVEL 1 OPTION A - IMMEDIATE OCCUPANCE X - - - - - C.J.P. COMPLETE JOINT PENETRATION O.D. OUTSIDE DIAMETER IN ENTIRE BUILDING (REPLACED BY S201) CL CENTERLINE OPP. OPPOSITE S202 ROOF FRAMING AND DIAPHRAGM PLAN X X X X X X CLR. CLEAR PAF POWDER ACTUATED FASTENER 5210 ADDITION ENLARGED FRAMING PLANS - - - - X X CMU CONCRETE MASONRY UNIT PART. PARTITION S301 FOUNDATION AND MASONRY DETAILS - X X X X X COL. COLUMN P/C PRECAST S302 FOUNDATION DETAILS - - - X X X S401 WOOD DETAILS - X X X X X CONC. CONCRETE PCF POUNDS PER CUBIC FOOT S402 WOOD DETAILS - - - X X X CONN. CONNECTION PERIM. PERIMETER S501 STEEL DETAILS - X X X X X CONST. CONSTRUCTION PL PLATE 5502 STEEL DETAILS - X X X X X CONT. CONTINUOUS PP PARTIAL PENETRATION db BAR DIAMETER PSF POUNDS PER SQUARE FOOT ISSUE LOG KEY: M co M d- d' NT T— r r r r r ' X ' ISSUED AS PART OF A SET O O O O O O DBA DEFORMED BAR ANCHOR PSI POUNDS PER SQUARE INCH N N N N N N NOT A PART OF ISSUED SET W M iii ti DET. DETAIL P.T. PRESSURE TREATED r N N O O O ' * ' FOR INFORMATION ONLYQ � DIA., 0 DIAMETER PVC POLYVINYLCHLORIDE I-- O r r M d D O r x 0 0 0 DIAG. DIAGONAL R, RAD. RADIUS D.L. DEAD LOAD RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS . DWG. DRAWING g ELEC. ELECTRICAL REF. REFERENCE ConsultingEngineers RET. RETURN EL. ELEVATION 111 SW 5th Avenue REINF. REINFORCING Suite 2500 EQ. EQUAL Portland, Oregon 97204 REQ'D. REQUIRED 503-227-3251 EXIST., (E) EXISTING REQ'MTS. REQUIREMENTS EXP. EXPANSION SCHED. SCHEDULE QED PROFF EXT. EXTERIOR SIM. SIMILAR c�,�\ ) N FDN. FOUNDATION 19608 l SLRS SEISMIC LOAD RESISTING SYSTEM FIN. FINISH S.O.G. SLAB ON GRADE REG FLR. FLOOR FT. FOOT SPEC. SPECIFICATION cP4IG FTG. FOOTING E SQ. SQUARE EIREs 12-13-14 STD. STANDARD Hennebery Eddy GA. GAUGE STRUCT. STRUCTURAL GALV. GALVANIZED Architects SYM. SYMMETRICAL GL GLULAM THRU THROUGH ISI. HORIZ. HORIZONTAL 921 SWWASHINGTON STREET SUITE 250 i T&G TONGUE AND GROOVE PORTLAND OREGON 97205 y HSS HOLLOW STRUCTURAL STEEL 503 2274920 FAX JI IBC INTERNATIONAL BUILDING CODE TRANS. TRANSVERSE 503 2274860 TEL www.henneberyeddy.com ICBO INTERNATIONAL CONFERENCE TYP. TYPICAL TUALATIN VALLEY FIRE& 3 OF BUILDING OFFICIALS U.N.O. UNLESS NOTED OTHERWISE RESCUE I.D. INSIDE DIAMETER U.T. ULTRASONIC TESTING STATION 51: SEISMIC UPGRADE, RENOVATION, IN. INCH VERT. VERTICAL AND ADDITION 8935 SW Burnham Street INT. INTERIOR V.I.F. VERIFY IN FIELD Tigard, OR 97233 5 K KIPS W/ WITH HEA Project no. 12033 Date: APRIL 9, 2014 KSF KIPS PER SQUARE FOOT WF WIDE FLANGE Revisions: 3 KSI KIPS PER SQUARE INCH W/o WITHOUT LB. POUND W.P. WORK POINT 5 L.L. LIVE LOAD WPS WELDING PROCEDURE SPECIFICATION LLH LONG LEG HORIZONTAL Drawn by: EA Checked by: SF Sheet: DRAWING INDEX AND LIST OF ABBREVIATIONS LU co w S001 r r tl r Copyright 2014 Henne6ery Eddy Ndtitects,Inc. 1 GENERAL STRUCTURAL NOTES CONCRETE: DESIGN CRITERIA CONTINUED CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: SEISMIC CRITERIA FOR WEST ADDITION (ASCE 7-05) CONCRETE STRENGTHS STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED OCCUPANCY CATEGORY IV WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR SEISMIC DESIGN CATEGORY D ABSOLUTE WATER-CEMENT RATIO BY WEIGHT COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. f (PSI) USE SITE CLASS E NON AIR-ENTRNED AIR-ENTRAINED AI THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT IMPORTANCE FACTOR 1 - 1.5 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS E 3,000 .54 .46 ALL USES, UNLESS NOTED OTHERWISE SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, MCE SPECTRAL ACCELERATION Ss= 0.94 S 1 =0.34 CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK SITE COEFFICIENT Fa= 0.97 Fv=2.65 3,500 .52 .45 SLAB ON GRADE -INTERIOR AND APP. BAY CODE REQUIREMENTS: DESIGN SPECTRAL ACCELERATION SDS= 0.61 SDI= 0.60 4,000 .50 .45 FOOTINGS AND SHEAR WALLS CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2009 INTERNATIONAL ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PER ASCE 7-05, SECTION 12.8 BUILDING CODE(IBC), INCLUDING STATEWIDE ALTERNATE METHOD NO. OSC 08-05, AS FOLLOWS: X DIRECTION (N/S) Y DIRECTION (ENV) VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. SEISMIC RETROFIT DESIGN IS BASED ON ASCE 41-06 IN ACCORDANCE WITH THE STATEWIDE SEISMIC LOAD RESISTING SPECIAL REINFORCED SPECIAL REINFORCED ALTERNATE METHOD NO. OSC 08-05. SYSTEM (SLRS) CONCRETE SHEAR WALLS CONCRETE SHEAR WALLS MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: RESPONSE MODIFICATION FACTOR R = 5 R= 5 DESIGN OF NEW STRUCTURAL ELEMENTS IS BASED ON OSSC 2010 AND IBC 2009 SEISMIC RESPONSE COEFFICIENT Cs= 0.183 Cs= 0.183 CEMENT CONTENT TEMPORARY CONDITIONS: DESIGN BASE SHEAR 8.1 KIPS 11.3 KIPS THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE f (PSI) MINIMUM CEMENT PER CUBIC YARD FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE REDUNDANCY FACTOR rho= 1.3 rho= 1.3 CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. 3,000 470 LBS. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE SEISMIC LOAD RESISTING SYSTEM: 3,500 520 LBS. THE SEISMIC LOAD RESISTING SYSTEM (SLRS) FOR THE COMPLETED STRUCTURE IS AS FOLLOWS: EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD, 4,000 550 LBS. RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABS REACH EXISTING REINFORCED MASONRY SHEAR WALLS AND REINFORCED CONCRETE SHEAR WALLS AT WEST ADDITION. FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE WALL. REFER TO THE GENERAL STRUCTURAL NOTES AND PROJECT SPECIFICATIONS FOR DETAILING, INSTALLATION, FLYASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A)TYPE F OR TYPE C MAY BE USED TO REPLACE UP TESTING AND INSPECTION REQUIREMENTS FOR MEMBERS THAT ARE PART OF THE SEISMIC LOAD RESISTING TO 20 % OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. EXISTING CONDITIONS: SYSTEM (SLRS). ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED PRIOR TO DETAILING AND THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS ALONG WITH TEST DATA COMPLIANT WITH OSSC FABRICATION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM DESIGN AND DETAILING OF WEST ADDITION WAS BASED ON CRITERIA FOR SEISMIC DESIGN CATEGORY D. SECTION 1905 A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO CONDITIONS SHOWN ON THE DRAWINGS. CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER IN STRUCTURAL OBSERVATION: CONJUNCTION WITH THE CONCRETE MIX DESIGN. ASSUMED FUTURE CONSTRUCTION: THE STRUCTURAL ENGINEER OF RECORD (SER) WILL PERFORM STRUCTURAL OBSERVATION BASED ON THE VERTICAL: NONE REQUIREMENTS OF THE OSSC AT THE STAGES OF CONSTRUCTION LISTED BELOW. CONTRACTOR SHALL A WATER-RECUDING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT ACCORDANCE WITH THE HORIZONTAL: NONE PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS. MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES.A HIGH-RANGE WATER-REDUCING (HRWR)ADMIXTURE CONFORMING TO ASTM C494 TYPE F OR G MAY BE USED DESIGN CRITERIA: IN CONCRETE MIXES PROVIDING THAT THE SLUMP DOES NOT EXCEED 10". AN AIR-ENTRAINING AGENT DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD STRUCTURAL OBSERVATIONS CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 6%± 1% BY VOLUME. PER OSSC. ITEM OBSERVED BY (2) COMMENTS AOR SER SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACING CONCRETE. CONDUITS EMBEDDED IN DESIGN CRITERIA PRIOR TO FIRST CONCRETE POUR REF. NOTES 1, 3, 4, 5 SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PRIOR TO ROOF NAIL/STRAP INSTALLATION X REF. NOTES 1, 3,4 GRAVITY SYSTEM CRITERIA PRIOR TO RROOFING X REF. NOTES 1, 3, 4 WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4"AMPLITUDE. PROVIDE 1/2"CHAMFERS ON ALL EXPOSED ROOF LIVE LOAD 25 PSF L.L. (ALSO SEE SNOW LOAD CRITERIA BELOW) DURING INITIAL STEEL ERECTION X REF. NOTES 1, 3, 4 CONCRETE VERTICAL EDGES, UNLESS NOTED OTHERWISE. FLOOR LIVE LOADS: UNIFORM LOAD CONCENTRATED LOAD AS REQUIRED TO ADDRESS STRUCTURAL ISSUES X REF. NOTES 1, 3. 4 VERIFY ALL BLOCKOUTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS. 50 PSF L.L. + 15 PSF FOR PARTITIONS, OR FOOTNOTES: OFFICES 100 PSF L.L. (INCLUDING PARTITIONS) 2,000 LBS. REINFORCING STEEL: WHICHEVER IS MORE CRITICAL FOR 1. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SER IN ADVANCE. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BARS. REINFORCING STEEL MEMBER DESIGN SHALL BE SECURELY TIED IN PLACE WITH#16 ANNEALED IRON WIRE. 0.75"OR 0360 WHICHEVER IS LESS LONG TERM DEAD LOAD PLUS 2. SER-STRUCTURAL ENGINEER OF RECORD. BARS IN BEAMS AND SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL VERTICAL FLOOR DEFLECTION LIVE LOAD AOR-ARCHITECT OF RECORD. CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE (CLADDING DESIGN) 0.375"OR U600 WHICHEVER IS LESS AT BRICK VENEER SUPPORTS DETAILED IN ACCORDANCE WITH THE"ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED 3. AFIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT. CONCRETE STRUCTURES,"ACI 315. SHOP DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL BEAMS,WALLS,AND VERTICAL FLOOR DEFLECTION L/360 LIVE LOAD PER OSSC TABLE 1604.3 (INTERIOR) 4. STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWING, COLUMNS SHOWING BAR LOCATIONS. LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SPECIAL INSPECTION IS STILL REQUIRED. SCHEDULES, EXCEPT AS NOTED ON DRAWINGS. USE LAP LENGTH FOR SMALLER BAR WHEN SPLICING 1. LIVE LOADS REDUCED PER OSSC. DIFFERENT BAR SIZES. MECHANICAL SPLICES NOTED ON THE PLANS SHALL BE DAYTON SUPERIOR BAR-LOCK NOTES: 2. MEMBER DESIGNED FOR MORE CRITICAL OF UNIFORM OR 5. AFTER REINFORCING STEEL HAS BEEN INSTALLED. (ICC ESR-2495) OR TAPERLOCK COUPLERS (ICC ESR-2481), OR APPROVED WITH A CURRENT ICC APPROVAL CONCENTRATED LOAD. REPORT. SPECIAL INSPECTION AND TESTING: SNOW CRITERIA SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS CNGTH SCHEDULE Consulting Engineers TYPICAL WALL AND SLAB LAP SPLICE LEED SUMMARIZED IN THE SPECIAL INSPECTION PROGRAM ON SHEET S005. CONTRACTOR SHALL PROVIDE (IN.) DESIGN ROOF SNOW LOAD 29 PSF MINIMUM IN ACCORDANCE WITH OSSC SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. (DOES NOT APPLY TO VERTICAL SHEAR WALL BOUNDARY REINFORCEMENT) 1 1 1 SW 5th Avenue SNOW DRIFT PER OSSC AS SHOWN ON PLANS Suite 2500 Pg= 10 PSF IN ACCORDANCE WITH 2007 SNOW LOAD ANALYSIS SUBMITTALS: 4000 P.S.I. 5000 P.S.I. >6000 P.S.I. Portland, Oregon 97204 GROUND SNOW LOAD FOR OREGON SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF BAR SIZE - 503-227-3251 FLAT ROOF SNOW LOAD Pf= 8 PSF ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CASE 1 CASE 2 CASE 1 CASE 2 CASE 1 CASE 2 SNOW EXPOSURE FACTOR Ce= 1.0 #3 16 16 16 16 16 16 SNOW LOAD IMPORTANCE FACTOR I = 1.2 SUBMITTALS #4 20 18 18 18 18 16 �Ep PROFFs THERMAL FACTOR Ct= 1.0 DEFERRED #5 28 24 26 22 24 22 ��`� N s/v ITEM SUBMITTAL SUBMITTAL COMMENTS #i6 37 28 33 25 33 25 19608 GEOTECHNICAL CRITERIA 11, 4) (2, 4) #7 60 40 53 36 53 36 DESIGN BASED ON REPORT BY: CARLSON GEOTECHNICAL DATED NOVEMBER 9, 2012 CONCRETE MIX DESIGNS X #8 74 46 66 41 66 41 ORE ALLOWABLE SOIL PRESSURE: CONCRETE REINFORCEMENT X #9 90 57 80 51 80 57 ON NATIVE FILL 2,500 PSF CONCRETE ANCHORAGES X #10 108 70 96 63 96 63 c�9/G J. IQ� SHORT TERM LOADING 3,300 PSF EMBEDDED STEEL ITEMS X #11 127 83 113 75 113 75 EXPIRES 12-13-14 PASSIVE LATERAL 200 PSF STRUCTURAL STEEL X NOTES: Nennebery Eddy FRICTION COEFFICIENT 0.35 STEEL WELDING PROCEDURES X 1. CASE 1 APPLIES TO BAR WITH CLEAR COVER < 1 1/2". WIND CRITERIA STEEL DECKING X CASE 2 APPLIES TO BAR WITH CLEAR COVER> 1 1/2". Architects - MAIN WIND FORCE RESISTING SYSTEM 95 MPH BASIC WIND SPEED(3-SECOND GUST) STEEL FASTENERS X 2. FOR CENTER-TO-CENTER SPACING LESS THAN 4db MULTIPLY LAP LENGTHS ABOVE BY 1.3. COMPONENTS AND CLADDINGS 95 MPH BASIC WIND SPEED(3-SECOND GUST) CURTAIN WALL, WINDOW WALL AND 3. FOR TOP BARS, CAST ABOVE 12" OF CONCRETE, MULTIPLY LAP LENGTHS ABOVE BY 1.3. 921 SW WASHINGTON STREET SUITE 250 EXPOSURE CATEGORY B OTHER GLAZING SYSTEMS X XI PORTLAND OREGON 97205 2 503 227 4920 FAX a IMPORTANCE FACTOR Iw= 1.15 ARCHITECTURAL PARTITION WALLS AND CEILING SYSTEMS X X REF. NOTE 3 REINFORCING STEEL CONCRETE COVER 503 2274860 TEL i GUST/INTERNAL PRESSURE GCpi = +/-0.18 wvnv.henneberyeddy.com SEISMIC CRITERIA FOR EXISTING BUILDING (ASCE 41-06) MEP EQUIPMENT ANCHORAGE AND BRACING X X REF. NOTE USE COVER TUALATINVALLERESCUE RESCUE OCCUPANCY CATEGORY IV SLAB BARS 1" STATION 51: SEISMIC SEISMIC DESIGN CATEGORY p FOOTNOTES: WALL BARS: INTERIOR FACES 3/4" UPGRADE, RENOVATION, SITE CLASS E 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION 1-1/2"(#5 AND SMALLER) AND ADDITION > LEVEL OF SEISMICITY HIGH OF STRUCTURAL ITEMS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE WALL BARS: EXPOSED TO EARTH OR WEATHER 8935 SW Burnham Street STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER 2"(#6 AND LARGER) Tigard, OR 97233 BSE-1 --10%/50YR BSE-2 -2%/50YR REGISTERED IN THE STATE OF OREGON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE FOOTING BARS 3" REHABILITATION OBJECTIVE LIFE SAFETY LIFE SAFETY SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE STRUCTURAL HEA Project no. 12033 MICE SPECTRAL ACCELERATION SS= 0.44 S1=0.15 S S= 0.94 S 1 =0.34 ENGINEER. Date: APRIL 9, 2014 2. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS Revisions: SITE COEFFICIENT Fa= 1.89 Fv= 3.34 Fa= 0.97 Fv= 2.65 THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER ADJUSTED SPECTRAL ACCELERATION SXS= 0.83 Sx1= 0.51 SXS= 0.91 SX7= 0.90 REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANALYSIS PROCEDURE LINEAR STATIC PROCEDURE PER ASCE 41-06, SECTION 3.3.1 FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. SEISMIC LOAD RESISTING SYSTEM (SLRS) EXISTING REINFORCED MASONRY SHEAR WALLS DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER"DESIGN CRITERIA". STRENGTH RATIO R = 1.00 R= 1.65 DISPLACEMENT MODIFICATION FACTOR C7= 1.00 C7= 1.28 3. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ARCHITECUTRAL PARTITION WALLS AND SUSPENDED CEILING SYSTEMS WITH THE STRUCTURE. CONNECTIONS TO STRUCTURE SHALL CONFORM TO Drawn by: EA HYSTERESIS MODIFICATION FACTOR C2= 1.00 C2= 1.02 ASCE 7-05 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON, AND Checked by: SF EFFECTIVE MASS PARTICIPATION FACTOR CM= 1.00 CM= 1.00 SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. Sheet: RESPONSE SPECTRUM ACCELERATION Sa=0.61 Se=0.91 4, THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING, FIRE GENERAL PSEUDO-LATERAL FORCE 0.61W 1.19W PROTECTION AND ELECTRICAL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. STRUCTURAL CONNECTIONS TO STRUCTURE SHALL CONFORM TO ASCE 7-05 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO NOTES FABRICATION. 5. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE W STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER (f) REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. r W S002 IL Copyright 2014 Hennebery Eddy ArcNte=,Inc. CONCRETE WALL REINFORCING (UNLESS NOTED OTHERWISE): STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE: WOOD STRUCTURAL PANELS: WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF"U.S. PRODUCT STANDARD PS 1 FOR CONCRETE WALL REINFORCING CONSTRUCTION AND INDUSTRIAL PLYWOOD", "U.S. PRODUCT STANDARD PS2 PERFORMANCE STANDARD FOR STRUCTURAL STEEL WOOD-BASED STRUCTURAL-USE PANELS", OR"APA PRP-108 PERFORMANCE STANDARDS". UNLESS NOTED, WALL THICKNESS HORIZONTAL BARS VERTICAL BARS LOCATION PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON ASTM A992, GRADE 50 WIDE FLANGE SHAPES THE DRAWINGS. 6" #4 @ 12"O.C. #4 @ 12 O.C. AT CL OF WALL ASTM A572, GRADE 50WOOD STRUCTURAL PANEL INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW PLATES WHERE NOTED ASTM A36 CHANNELS, PLATES AND ANGLES, EXCEPT AS NOTED 1/8"SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. CONCRETE REINFORCING DETAILS: ALL ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS, COLUMNS AND INTERSECTING WALLS. AT SLAB AND ASTM A500, GRADE B(FY=46 KSI) HOLLOW STRUCTURAL SECTIONS (TUBES) THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY WALL OPENINGS PROVIDE A MINIMUM OF TWO#5 BARS OVER, UNDER AND AT THE SIDES OF THE OPENINGS. PLYCLIPS. WHEN ROOF SHEATHING IS NAILED DIRECTLY TO BLOCKING, THE BLOCKING SHALL BE NAILED TO SUPPORT EXTEND THESE BARS LAP DISTANCE OR A MINIMUM OF 2'-0" PAST THE OPENING. PROVIDE ONE#5 FOR DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR THE MEMBERS WITH A MINIMUM OF 16d NAILS AT 4"O.C.TONGUE-AND-GROOVE PANELS SHALL ALSO BE GLUED AT THE T&G SINGLE-LAYER REINFORCING AND TWO#5 FOR DOUBLE-LAYER REINFORCING,4'-0" LONG, DIAGONALLY AT EACH DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"WITH "COMMENTARY"AND THE JOINTS.ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANK FOR ROOF SHEATHING. CORNER OF ALL OPENINGS. REFER TO TYPICAL DETAILS FOR DISPOSITION OF CORNER BARS AND BARS IN "CODE OF STANDARD PRACTICE", WITH EXCEPTIONS NOTED IN SPECIFICATIONS. SMALL WALL SECTIONS. SLAB BARS SHALL BE HOOKED INTO WALLS, OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB REINFORCING. PROVIDE TWO#4, 4'-0" LONG DIAGONALLY AT EACH RE-ENTRANT CORNER IN BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH SLABS. PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH VERTICAL WALL REINFORCING. STRENGTH BOLTS. BOLTS SHALL BE SNUG-TIGHT UNLESS NOTED OTHERWISE. CONCRETE ACCESSORIES: ANCHOR RODS SHALL BE HEADED ASTM F1554 GRADE 36 UNLESS NOTED OTHERWISE. HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (ICC ESR-2856)OR APPROVED. DEFORMED BAR ANCHORS(D.B.A.) SHALL BE NELSON, TYPE D2L(ICC ESR-2907), OR APPROVED. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. STUDS AND D.B.A. SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER'S STANDARD WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS)AS EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. REQUIRED IN AWS DIA AND APPROVED BY THE STRUCTURAL ENGINEER. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER. APPROVED ANCHORS WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS OTHERWISE NOTED. ANCHORS TYPE ALTERNATE WELDING SHALL BE BY AWS CERTIFIED WELDERS MEETING CITY OF PORTLAND STANDARDS. EXPANSION HILTI KWIK BOLT TZ(ICC ESR-1917) SIMPSON STRONG-BOLT2(ICC ESR-3037) PROVIDE WEEP HOLES AT EXTERIOR CLOSED SECTIONS WHERE MOISTURE MAY ACCUMULATE. CONCRETE SCREW HILTI KWIK HUS-EZ(ICC ESR-3027) SIMPSON TITEN HD(ICC ESR-2713) STEEL DECK: EPDXY ADHESIVE HILTI HIT-RE 500-SD(ICC ESR-2322) SIMPSON SET-XP(ICC ESR-2508) STEEL ROOF DECK SHALL BE OF THE TYPE AND GAUGE SHOWN ON THE PLANS. STEEL DECK SHALL CONFORM TO ASTM A653 DESIGNATION SS, GRADE 40.THE GALVANIZED COATING SHALL CONFORM TO ASTM A653, G60(G90 ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE LEFT PERMANENTLY EXPOSED TO WEATHER). DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. ANCHORS EXPOSED TO MINIMUM DECK GAUGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, UNSHORED CONDITIONS. FOR EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP GALVANIZING OR USE OF STAINLESS OTHER SPAN CONDITIONS, DECK MANUFACTURER SHALL EVALUATE SHORING REQUIREMENTS. MINIMUM STEEL. PROPERTIES SHALL BE AS FOLLOWS: PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED, GALVANIZED AFTER FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING. ROOF DECK REINFORCED CONCRETE MASONRY: DECK SIZE IN.4 I FT. IN.'/ FT. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C90, SAMPLED AND TESTED IN ACCORDANCE w/ASTM C140. LINEAL SHRINKAGE FOR UNITS SHALL NOT EXCEED 0.065%. BLOCK COMPRESSIVE STRENGTH SHALL BE AS 3-1/2" 18 GAUGE (+) 2.42, (-) 1.99 (+) 0.95, (-) 0.90 INDICATED IN BELOW TABLE. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (fm)AS INDICATED IN BELOW TABLE. ROOF DECK WELDING SHALL BE AS FOLLOWS: CONCRETE MASONRY ASSEMBLY STRENGTH ROOF DECK WELDING f'm (PSI) BLOCK UNIT STRENGTH (PSI) GROUT STRENGTH (PSI) MORTAR AT TRANSVERSE ANDAT LONGITUDINAL AT SIDE LAP 1,500 1,900 2,000 TYPE M OR S PERIMETER SUPPORTS SUPPORTS CONNECTIONS MORTAR: 5/8" EFFECTIVE DIAMETER 5/8" EFFECTIVE DIAMETER 1 1/2" LONG ARC SEAM OR MORTAR SHALL BE THE TYPE INDICATED IN THE PRECEDING TABLE, WITH A MINIMUM COMPRESSIVE PUDDLE WELDS 24/3 PATTERN PUDDLE WELDS @ 16"O.C. 2" LONG FILLLET WELDS @ 16"o.c. STRENGTH AT 28 DAYS OF 1,800 PSI AND SHALL CONFORM TO OSSC SECTION 2103. MASONRY GROUT: DO NOT HANG OR SUSPEND STRUCTURAL ITEMS DIRECTLY FROM ROOF DECK. NON-STRUCTURAL ITEMS SUSPENDED GROUT SHALL HAVE COMPRESSIVE STRENGTH AS INDICATED IN THE PRECEDING TABLE AND SHALL CONFORM FROM THE DECK SHALL BE REVIEWED AND APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO TO OSSC SECTION 2103. GROUT SHALL CONSIST OF A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE INSTALLATION. ROOF DECK SHALL BE ATTACHED TO SUPPORTS AND AT SIDE LAPS AS REQUIRED TO RESIST 400 PLF TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF DIAPHRAGM SHEAR. THE CONSTITUENTS. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. FULLY GROUT WALLS BELOW GRADE AND WHERE INDICATED. SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD THE MAXIMUM GROUT POUR HEIGHT SHALL BE 12'-8". CLEAN-OUTS ARE REQUIRED FOR ANY POUR HEIGHT PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE KILN DRIED AND BE THE SPECIES AND GRADE GREATER THAN 64". WHERE REQUIRED, CLEAN-OUTS SHALL BE LOCATED AT ALL CORES CONTAINING VERTICAL NOTED BELOW: Consulting Engineers REINFORCEMENT AND AT A MAXIMUM OF 32"O.C. GROUT LIFTS GREATER THAN 64"ARE LIMITED IN HEIGHT TO THE BOTTOM OF THE LOWEST BOND BEAM THAT IS MORE THAN 6-4"ABOVE THE BOTTOM OF THE LIFT, SAWN LUMBER 1 1 1 SW 5th Avenue PROVIDED THAT: 1)THE MASONRY HAS CURED FOR AT LEAST 4 HOURS, AND 2)THE GROUT SLUMP IS Suite 2500 MAINTAINED BETWEEN 10 AND 11 INCHES. IF EITHER OF THESE TWO CONDITIONS ARE NOT MET, THEN THE Portland, Oregon 97204 MAXIMUM LIFT HEIGHT SHALL BE 64". REFERENCE TYPICAL MASONRY DETAILS. USE SPECIES/GRADE Fb(PSI) (BASE VALUE) 503-227-3251 MASONRY REINFORCING STEEL: DIM. LUMBER 2"TO 4"THICK DOUGLAS FIR-LARCH NO. 2 900 REINFORCING SHALL CONFORM TO OSSC SECTION 2103.13. DEFORMED BARS SHALL BE ASTM A615 GRADE 60, AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH ACI 530.1-08 SPECIFICATION SECTION 3.4. WELDED BRED PROFFS REINFORCEMENT SHALL CONFORM TO ASTM A706 GRADE 60. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED, UNLESS AN APPROVED MOISTURE BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE (OR APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE 19608 DRAWINGS.ALL NAIL HOLES SHALL BE FILLED WITH STRUCTURAL FASTENERS, UNLESS NOTED OTHERWISE ON REINFORCING STEEL THE DRAWINGS AND FASTENERS SHALL BE INSTALLED FOLLOWING ALL MANUFACTURER'S REQUIREMENTS. IF A SUBSTITUTION IS MADE, A DOCUMENT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL OUTLINING THE REG FRAMING ACCESSORIES BEING REPLACED AND THE SUBSTITUTED FRAMING ACCESSORIES. ALLOWABLE LOADS USE COVER FOR THE SIMPSON ACCESSORIES SHALL BE TABULATED ALONG WITH ALLOWABLE LOADS FOR THE SUBSTITUTED J. 1()'\ ACCESSORIES, WHICH CLEARLY INDICATE THE SUBSTITUTED ACCESSORIES HAVING AN EQUAL OR GREATER MASONRY FACE NOT EXPOSED TO EARTH OR WEATHER 1-1/2" CAPACITY. HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE OR B-TYPE OF SIZE RECOMMENDED FOR THE EXPIRES 12-13-14 MEMBER. 1-1/2"(#5 AND SMALLER) Hennebert' Eddy MASONRY FACE EXPOSED TO EARTH OR WEATHER ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND CONFORM TO 2" (#&AND LARGER) ASTM F1667, "STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES,AND STAPLES AND NER-272 "POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION". NAILS SHALL BE Architects MASONRY ACCESSORIES: IDENTIFIED BY LABELS (ATTACHED TO THEIR CONTAINERS) THAT SHOW THE MANUFACTURER'S NAME AND NES ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. REPORT NUMBER, NAIL SHANK DIAMETER, AND LENGTH AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR REINFORCING IN NEW OR EXISTING MASONRY SHALL NOT BE CUT DURING INSTALLATION. ALL ANCHORS TO FRAMING. NAILING NOT SHOWN SHALL BE AS INDICATED ON OSSC TABLE 2304.9.1 OR NES-272. THE In(. 2 EXPOSED TO EARTH OF WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP GALVANIZING OR USE OF FOLLOWING NAIL SIZES SHALL BE USED: 921 SWWASHINGTON STREETSUITE250 5 STAINLESS STEEL. PORTLANDOREGON 97205 a 503 227 4920 FAX �I LOCATE (E)WALL REINFORCEMENT USING NON-DESTRUCTIVE TECHNIQUES PRIOR TO ANCHOR INSTALLATION. DO FRAMING NAILS 503 2274860 TEL NOT DAMAGE (E)WALL REINFORCEMENT. IF EXISTING REINFORCEMENT IS ENCOUNTERED AT REQUIRED ANCHOR www.henneberyeddy.com LOCATION, NOTIFY STRUCTURAL ENGINEER FOR ALTERNATE LOCATION. NAIL TYPE SHANK DIAMETER(IN.) MINIMUM PENETRATION INTO TUALATIN VALLEY FIRE& 5 FRAMING MEMBER (IN.) RESCUE 6 MASONRY ANCHORS 6d 0.113 1.250 STATION 51: SEISMIC ANCHORS TYPE ALTERNATE 8d 0.131 1.500 UPGRADE, RENOVATION, 10d 0.148 1.625 AND ADDITION EXPANSION HILTI KWIK BOLT 3 ([CC ESR-1385) SIMPSON WEDGE-ALL(ICC ESR-1396) 8935 SW Burnham Street ADHESIVE HILTI HIT-HY 70(ICC ESR-2682) SIMPSON ET-HP(]CC ESR-3638) BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. ALL BOLTS AND LAG Tigard, OR 97233 SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL HAVE CUT THREADS. HEA Project no. 12033 REFERENCE SPECIAL INSPECTIONS ON S005 FOR TENSILE TESTING REQUIREMENTS CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM THE OSSC SECTION 2308.8.2, 2308.9.10 AND Date: APRIL 9,2014 Revisions: 2308.10.4.2. TENSION PROOF LOADS FOR ANCHORS SALVAGED LUMBER SHALL BE GRADED BY AN APPROVED GRADING AGENCY PRIOR TO USE AND SHALL MEET ROD DIA. OR BAR SIZE TENSION LOAD THE MINIMUM BENDING STRESSES SHOWN ABOVE. 3 WOOD FASTENED TO STEEL SHALL USE THE FOLLOWING FASTENERS. FASTENERES SHALL HAVE WINGS OR 1/2" 3500 LBS MEASURES SHALL BE TAKEN TO PREVENT JACKING OF WOOD DURING INSTALLATION. 3/4" 4000 LBS Drawn by: EA #4 3500 LBS APPROVED FASTENERS Checked by: SF Sheet: MATERIAL TYPE ALTERNATE GENERAL STEEL ROOF DECK HILTI KWIK PROS SIMPSON FHSD STRUCTURAL STEEL UP TO 5/16"THICK HILTI KWIK PRO S-MD SIMPSON TB NOTES LII > U0 Lij S003 r Y Copydgtrt 2014 Henrlebary Eddy Architects,Inc. SPECIAL INSPECTIONS AND TESTING TABLE 1 - REQUIRED GEOTECHNICAL AND FOUNDATION SPECIAL INSPECTIONS TABLE 2 CONTINUED - REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION INSPECTION SYSTEM OR MATERIAL IBC CODE CODE OR STANDARDS FREQUENCY NOTE 5 REMARKS SYSTEM OR MATERIAL FREQUENCY(NOTE 5 REMARKS IBC CODE CODE OR STANDARDS REFERENCE REFERENCE CONTINUOLIS1 PERIODIC REFERENCE REFERENCE I CONTINUOUSI PERIODIC SOILS VERIFY MATERIALS BELOW FOOTINGS ARE STEEL ADEQUATE TO ACHIEVE THE DESIGN BEARING X FABRICATION OF STRUCTURAL ELEMENTS 1704.2 X REFER TO INSPECTION OF SHOP FABRICATION CAPACITY VERIFY EXCAVATIONS ARE EXTENDED TO PROPER ASTM A6 DEPTH AND HAVE REACHED PROPER MATERIAL X MATERIAL VERIFICATION OF STRUCTURAL STEEL AND 1704.3 COLD FORMED STEEL DECK 2203.1 AISC 360 A3.1 X CERTIFIED MILL TEST REPORTS AISC 360 M5. 5 PERFORM CLASSIFICATION AND TESTING OF X CONTROLLED FILL MATERIALS 1704.7 GEOTECHNICAL BY THE GEOTECHNICAL ENGINEER MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, 1704.3.3 AISC 360 A3.3 X MANUFACTURER'S CERTIFIED TEST REPORTS VERIFY USE OF PROPER MATERIALS, DENSITIES AND REPORT NUTS, AND WASHERS LIFT THICKNESSES DURING PLACEMENT AND X MATERIAL VERIFICATION OF ANCHOR BOLTS AND COMPACTION OF CONTROLLED FILL THREADED RODS 1704.3 AISC 360 A3.4 X MANUFACTURER'S CERTIFIED TEST REPORTS PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS X MATERIAL VERIFICATION OF WELD FILLER METALS 1704.3.1 AISC 360 A3.5 X MANUFACTURER'S CERTIFIED TEST REPORTS BEEN PREPARED PROPERLY VERIFYING USE OF PROPER WPS'S X COPY OF WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS COMPLETE AND PARTIAL JOINT PENETRATION X GROOVE WELDS SYSTEM OR MATERIAL INSPECTION REMARKS MULTIPASS FILLET WELDS X IBC CODE CODE OR STANDARDS I FREQUENCY(NOTE 5) 1 D1.1 REFERENCE REFERENCE CONTINUOUS PERIODIC SINGLE PASS FILLET WELDS GREATER THAN 5/16" 1704.3.1 AWS 1704.4 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER AWS D1.1 6.9 ON SHOP FABRICATION PLUG AND SLOT WELDS X WHERE FABRICATION OF STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES IS SINGLE PASS FILLET WELDS LESS THAN OR EQUAL X BEING PERFORMED ON THE PREMISES OF A TO 5/16" SHOP FABRICATION 1704.2 X FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY TABLE 2 ROOF DECK WELDS 1704.3 AWS D1.3 SECTION 7 X ALL WELDS INSPECTED PER AWS D1.3 7.1 AND AS REQUIRED ELSEWHERE IN THE SPECIAL INSPECTION PROGRAM. REFERENCE SECTION SPECIAL INSPECTIONS APPLY TO DECKING TYPE, 1704.2.2 FOR APPROVED FABRICATOR EXCEPTION INSTALLATION OF ROOF DECKING 1704.3 ICC EVALUATION X DEPTH AND GAUGE, POWER ACTUATED FASTENERS, 1704.15 REPORT SCREWS, PROPRIETARY SIDE SEAM ATTACHMENTS, CONCRETE AND BUTTON PUNCHES AND SHEAR CONNECTORS REINFORCING STEEL PLACEMENT 1704.4 ACI 318 1.3.2.0 TOLERANCE AND REINFORCING PLACEMENT PER ACI SNUG-TIGHT HIGH STRENGTH BOLT INSTALLATION X ALL CONNECTIONS VISUALLY INSPECTED 1907.5 ACI 318 3.5 X 7.5 1913.4 ACI 318 7.1 TO 7.7 PRETENSIONED HIGH STRENGTH BOLT INSTALLATION ALL CONNECTIONS VISUALLY INSPECTED. USING TURN-OF-THE-NUT METHOD WITH MATCH RCSC SPECIFICATION CONNECTIONS USING DIRECT TENSION INDICATORS. REFER TO STEEL FOR ADDITIONAL WELDING MARKING, DIRECT TENSION INDICATOR METHOD, OR 1704.3 FOR STRUCTURAL X ALL BOLTS SHALL BE INSPECTED AFTER SNUGGING 1704.3.1 ACI 318 3.5.2 REQUIREMENTS: TWIST-OFF TYPE TENSION CONTROL BOLT METHOD JOINTS USING ASTM AND AFTER PRETENSIONING WELDING REINFORCING STEEL 1903.1 AWS D1.4, SECTION 7 MATERIAL VERIFICATION OF REINFORCING STEEL A325 OR A490 BOLTS FOR WELDING (CERTIFIED MILL TEST REPORTS), PRETENSIONED HIGH STRENGTH BOLT INSTALLATION SECTION 9 AISC 360 VERIFICATION OF WELD FILLER METALS, USE OF USING TURN-OF-THE-NUT METHOD WITHOUT MATCH M2.5 X ALL CONNECTIONS VISUALLY INSPECTED PROPER WPS'S AND WELDER QUALIFICATIONS MARKING OF CALIBRATED WRENCH METHOD 1. VERIFICATION OF WELDABILITY OF REINFORCING 1704.4 AWS D1.4 X VERIFICATION OF FRAME JOINT DETAILS INCLUDING STEEL OTHER THAN ASTM A706 ACI 318: SECTION 3.5.2 MEMBER AND COMPONENT LOCATIONS, BRACING, 1704.3.2 X 2. REINFORCING STEEL RESISTING FLEXURAL AND AWS D1.4 AND STIFFENERS AXIAL FORCES IN BOUNDARY ELEMENTS OF SPECIAL ACI 318: SECTION 3.5.2 X ALL WELDS VISUALLY INSPECTED PER AWS D1.4.7.5 POST INSTALLED CONCRETE ANCHORS STRUCTURAL WALLS OF CONCRETE EXPANSION ANCHORS INSTALLATION IN HARDENEDX ( 6 X INSPECTION REQUIREMENTS PER ICC EVALUATION AWS D1.4 CONCRETE AND COMPLETED MASONRY 1703.4.2 ICC EVALUATION NOTE 3. SHEAR REINFORCEMENT X ) REPORT ACI 318: SECTION 3.5.2 1704.15 REPORT AWS D1.4 EPDXY ANCHORS INSTALLATION IN HARDENED 1912.1 ACI 318 3.8.6, 21.1.8 X INSPECTION REQUIREMENTS PER ICC EVALUATION 4. OTHER REINFORCING STEEL 1704.4 ACI 318: SECTION 3.5.2 X CONCRETE AND COMPLETED MASONRY REPORT Consulting Engineers 1704.4 ACI 318 1.3.2.0 WOOD PLACEMENT OF CAST-IN-PLACE ANCHOR BOLTS 1911.1 ACI 318 21.1.8 X ALL BOLTS VISUALLY INSPECTED 1 1 1 SW 5th Avenue 1912.1 PREFABRICATED STRUCTURAL ELEMENTS 1704.2 X REFER TO INSPECTION OF SHOP FABRICATION Suite 2500 Portland, Oregon 4 1704.4 1904 ACI 318 1.3.2.A VERIFY STRUCTURAL PANEL GRADE AND THICKNESS. 503-227-3251 VERIFYING USE OF REQUIRED MIX DESIGN(S) 1905.2-4 ACI 318, CHAPTER 4 X 1704.1 VERIFY NOMINAL SIZE OF FRAMING MEMBERS AT 1913.2 ACI 318 5.2-5.4 HIGH-LOAD DIAPHRAGMS 1704.6.1, ADJOINING PANEL EDGES. VERIFY NAIL OR STAPLE 1913.3 TABLE XDIAMETER AND LENGTH, NUMBER OF FASTENER 1704.4 ACI 318 1.3.2.D 2306.2.1 LINE BETWEEN FASTENERS IN EACH \S`��ED PROFESS/ CONCRETE PLACEMENT, NON-SHRINK GROUT 1905.9-10 ACI 318 5.9-5.10 X AND AT EDGE S N G SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION REF. NOTES ON SO05. 19608 VERIFICATION OF FORMWORK 1704.4 ACI 318 6.1.1 X AND DIMENSIONS OF THE CONCRETE MEMBER BEING 1906.1 FORMED. EGO MASONRY LEVEL 2 `9, ADHESIVE ANCHORS AND DOWELS: CONTINUOUS INSPECTION AT MASONRY WALL TO EXPIRES 1. HOLE DRILLING METHOD PER MANUFACTURER'S 1704.4 19061 ROOF DIAPHRAGM CONNECTIONS 12-13-14 PRINTED INSTRUCTIONS . (DETAILS 7&8/S401) 2. HOLE LOCATION, DIAMETER, DEPTH o>nne VQI 3. HOLE CLEANING PER MANUFACTURER'S PRINTED PERIODIC INSPECTION AT ALL OTHER LOCATIONS Hpnn h ry Eddy INSTRUCTIONS r tp/ t( 4. ANCHOR ELEMENT TYPE, MATERIAL, DIAMETER X X 1 d '`e s AND LENGTH Inc 5. ADHESIVE IDENTIFICATION AND EXPIRATION DATE Illi. 6. ADHESIVE INSTALLATION IN ACCORDANCE WITH 921 SW WASHINGTON STREET SUITE 250 MANUFACTURER'S PRINTED INSTALLATION PORTLAND OREGON 97205 INSTRUCTIONS 503 2274920 FAX 'i 503 2274860 TEL !i www.henneberyeddy.com TUALATIN VALLEY FIRE& RESCUE STATION 51: SEISMIC UPGRADE, RENOVATION, AND ADDITION 8935 SW Burnham Street Tigard, OR 97233 HEA Project no. 12033 Date: APRIL 9,2014 Revisions: Drawn by: EA Checked by: SF Sheet: SPECIAL INSPECTION PROGRAM w fr 004 W CO W942014 Hennebery Eddy kcMe=,Inc. SPECIAL INSPECTIONS AND TESTING CONTINUED TABLE 3 - REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE STATEMENT OF SPECIAL INSPECTION NOTES CONT.: INSPECTION 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1704 OF THE 2010 OSSC. REFER TO TABLES 1 THROUGH 3 FOR SPECIAL INSPECTION AND TABLES 4 AND 5 FOR SYSTEM OR MATERIAL IBC CODE CODE OR STANDARDS FREQUENCY(NOTE 5) REMARKS TESTING REQUIREMENTS. REFERENCE REFERENCE I CONTINUOUSI PERIODIC 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329(MATERIALS), ASTM D3740 (SOILS), ASTM C1077(CONCRETE),ASTM A880(STEEL), AND ASTM E543(NON-DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL GENERAL FURNISH TO THE ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING DESIGNATED SEISMIC-V LOAD-RESISTING SYSTEMS 1705.3 REFERENCE GENERAL STRUCTURAL NOTES FOR OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. (SLRS) IN STRUCTURES OF SEISMIC DESIGN 1707.1 OUTLINE OF(SLRS) SYSTEM. REFERENCE TABLE 2 FOR 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.ALL DISCREPANCIES SHALL BE CATEGORY C, D, E OR F MATERIAL SPECIFIC INSPECTIONS REQUIREMENTS. BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. CONCRETE 4 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED MATERIAL VERIFICATION OF REINFORCING STEEL 11708.3 X CERTIFIED MILL TEST REPORTS CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. USED IN SHEAR WALL BOUNDARY ELEMENTS 5. CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. TABLE 4 - REQUIRED TESTING FOR SPECIAL INSPECTIONS PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. TESTING 6. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH AN EXPANSION ANCHOR'S ICC EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: SYSTEM OR MATERIAL IBC CODE CODE OR STANDARDS REMARKS FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY:ANCHOR TYPE,ANCHOR DIMENSIONS,ANCHOR SPACING AND EDGE DISTANCES. REFERENCE REFERENCE A. FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY EACH GEOTECHNICAL INSTALLER FOR CONFORMANCE WITH ICC EVALUATION REPORT. PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER MANUFACTURER'S INSTRUCTIONS, UM PER PROVIDE PERIODIC INSPECTION ON A MINIMUM OF 10%OF THE NEXT 1000 ANCHORS BY EACH INSTALLER AND A MINIMUM OF 5%OF THE REMAINING ANCHORS BY FILL IN-PLACE DENSITY OR PREPARED SUBGRADE VARIES; MINIM DENSITY IBC APPENDIX J107.5 PER BY GEOTECHNICAL ENGINEER EACH INSTALLER. INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK ATA RANDOM TIME WHILE ANCHOR INSTALLATION IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON-COMPLIANT ANCHORS SHALL BE BROUGHT TO THE ATTENTION VARIES; OF THE ENGINEER OF RECORD FOR REVIEW AND SHALL BE BROUGHT INTO COMPLIANCE BY EITHER TESTING OF RE-INSTALLATION. 1704.7 CLASSIFICATION AND MATERIAL VERIFICATION TESTING OF BY GEOTECHNICAL ENGINEER B. INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. CONTROLLED FILL MATERIAL C. SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED. CONCRETE CONTRACTOR RESPONSIBILITY: CONCRETE STRENGTH ASTM C39 THIS PROJECT IS AN OCCUPANCY CATEGORY IV STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND-OR SEISMIC-FORCE-RESISTING SYSTEM, CONCRETE SLUMP 1903 ASTM C143 OR A WIND-OR SEISMIC-RESISTING COMPONENT LISTED IN TABLES 3, 4, AND 5. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING FABRICATE SPECIMENS AT TIME FRESH CONCRETE OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN 1704.4 IS PLACED. TEST EACH 150 CY NOR LESS THAN THE FOLLOWING: CONCRETE AIR CONTENT 1905.6 ASTM C231 EACH 5000 SF OF SLAB OR WALL PLACED EACH DAY 1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. CONCRETE TEMPERATURE ASTM C1064 2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. MASONRY 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION INCLUDING THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS. 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. TEST 10%OF ANCHORS AND DOWELS INSTALLED. REPLACE ANCHORS AND ADHESIVE ANCHOR TENSILE TEST ASTM E488 DOWELS THAT FAIL DURING TESTING AND RE-TEST. IF MORE THAN 10%OF THE TESTED ANCHORS AND DOWELS FAIL TEST 100% OF THE ANCHORS AND DOWELS PLACED WITHIN 3 DAYS OF THE FAILED ANCHORS OR DOWELS STEEL MAGNETIC PARTICLE (MT)AND ULTRASONIC (UT) MT-AWS D1.1 6.14.4 TESTING OF WELDS D1.16.13AND ALL C.J.P. WELDS REQUIRE UT TESTING 6.14.3 NON-STRUCTURAL SPECIAL INSPECTIONS 6.14.3 RCSC SPECIFICATION FOR STRUCTURAL TEST EACH COMBINATION OF DIAMETER STATEMENT OF SPECIAL INSPECTION NOTES: PRE-INSTALLATION VERIFICATION OF 1704.3 JOINTS USING ASTM LENGTH, GRADE,AND LOT TO BE USED IN • PRETENSIONED HIGH STRENGTH BOLTS 1704.3.3 A325 OR A490 BOLTS THE WORK 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTIONS 1704 OF THE 2010 OSSC. REFER TO TABLES 1 SECTION 7 THROUGH 3 FOR SPECIAL INSPECTION AND TABLES 4 AND 5 FOR TESTING REQUIREMENTS. Consulting Engineers 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED 1 1 1 SW 5th Avenue INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329(MATERIALS), ASTM D3740 (SOILS), Suite 2500 TABLE 5 - REQUIRED TESTING FOR SEISMIC RESISTANCE SPECIAL INSPECTIONS ASTM C1077 (CONCRETE), ASTM A880 (STEEL),AND ASTM E543(NON-DESTRUCTIVE).THE INSPECTION Portland, Oregon 97204 AND TESTING AGENCY SHALL FURNISH TO THE ARCHITECTA COPY OF THEIR SCOPE OF ACCREDITATION. 503-227-3251 TESTING SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PEFSECTION 6.1.4.1.1 OF AWS D1.1 SYSTEM OR MATERIAL REMARKS IBC CODE CODE EF STANDARDS 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED REFERENCE REFERENCE CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE �EO PROFFss CONCRETE REINFORCEMENT CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. ) NF y TEST A615 REINFORCEMENT IN SPECIAL STRUCTURAL NOT REQUIRED IN SDC A OR WHEN CERTIFIED MILL 4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING 19608 WALLS 1708'2 ACI 318: 21.1.5.2 TEST REPORTS ARE PROVIDED. REFERENCE OFFICIAL, ARCHITECT, CONTRACTOR,AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A 1708.1.1 DRAWINGS FOR LOCATIONS FINAL REPORT STATING THAT WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN 0 GO REI REINFORCEMENT FOR WELDABILITY WHEN 1708.2NFORCEMENT IS TO BE WELDED 1708.1.1 CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES SUCH REI TEST ACI 318: 3.5.2 NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. c9y y J. 10�� EXPIRES 12-13-14 NenneheryEddy CONTRACTOR RESPONSIBILITY: Anhi teas THIS PROJECT IS AN OCCUPANCY CATEGORY IV STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND-OR SEISMIC-FORCE-RESISTING SYSTEM, OR A WIND-OR SEISMIC- RESISTING W. COMPONENT LISTED IN TABLES 4 THROUGH 5 SHALL SUBMIT WRITTEN STATEMENT OF RESPONSIBILITY TO THE 921 SWWASHINGTON STREET SUITE 250 o3 BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. PORTLANDOREGON 97205 THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: 503 2274920 FAX 1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED503 2274860 TEL IN THE STATEMENT OF SPECIAL INSPECTIONS; www.henneberyeddy.com TUALATIN VALLEY FIRE& 0 2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN RESCUE 5 CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; STATION 51: SEISMIC - UPGRADE, RENOVATION, 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S AND ADDITION ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION 8935 SW Burnham Street o OF THE REPORTS, AND Tigard, OR 97233 u 4, IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH HEA Project no. 12033 CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. Date: APRIL 9, 2014 3 Revisions: u 5 a n D e J Drawn by: EA Checked by: SF Sheet: SPECIAL INSPECTION PROGRAM w cry J W 005 Y IL Copyright 2014 He netwy Eddy kchltecCs,im. PLAN NOTES: 1. (E) INDICATES EXISTING. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION AND ERECTION AND SHALL NOTIFY THE ENGINEER OF ANY _j SIGNIFICANT DISCREPANCIES FROM THAT SHOWN ON THE DRAWINGS. I I I I I I 3. LOCATE(E)WALL REINFORCEMENT USING NON-DESTRUCTIVE TECHNIQUES PRIOR TO CORING, DOWEL AND ANCHOR INSTALLATION. DO NOT DAMAGE(E)WALL REINFORCEMENT. DO NOT OVERCUT OPENING. I ( I (E),4"SOG I 4. + 4"SLAB ON GRADE W/#4 AT 16"OC EW CENTERED II VERTICALLY IN SLAB. REF.( DETAILI � REF.ARCH FOR CONTROL JOINT LOCATIONS2/S30 5. 1 77/7= INDICATES STEP IN SLAB 6. P1 INDICATES HSS4x2x5/16 POST. REF. PLAN FOR ORIENTATION (E)6"SOG I I � Consulting Engineers 111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 (E)4" SOG 4"SLAB ON GRADE 4 503-227-3251 REF. NOTE 4 S301 (E)MASONRY I GO` TRENCH DRAIN PROFFss REF. PLUMBING I ��' 1 NF y Q�Q REF. MANUF. INSTALL MANUAL FOR DIMS 19608 I REF. PLUMBING r r FOR LOCATIONS L J J �� TYP 1 1<10 O� ON"",�' �2"SLAB DEPRESSION AT S301Q�ADASHOWER COORD. SIZE W/MFR. 4 �Q t�Q !p EXPIRES 12-13-14 REF.ARCH FOR LOCATION S301 nn h r FLOOR DRAIN (2 THUS) 5 INFILL(E) DOOR OPENING W/BLOCKOUT I Hennebery Eddy 1/8"SLOPE TO DRAIN S302 3 S301 +REF."SLAB ON GRADE FOR ELEC. PANEL. PROVIDE#6 EACH SIDE AI IIII�QI�S REF. PLUMBING FOR NOTE 4 OF BLOCKOUT AND BOND BEAM W/2-#5 LOCATIONS I _6 ABOVE AND BELOW BLOCKOUT. h� — REF ELEC AND ARCH DWGS. FOR LOCATION. ----- 921 SW WASHINGTON STREET SUITE 250 ---- I— --� —-- ----------------- PORTLAND OREGON 97205 8 503 2274920 FAX — — — — S301 I 503 2274860 TEL — — — — — — — — — — — — — Ym.henneberyeddy.com 6 INFILL(E)WINDOW I RESCUE J OPENING I; ( STATION 51: SEISMIC S301 UPGRADE, RENOVATION, I AND ADDITION I I I I I I I I 8935 SW Burnham Street Tigard, OR 97233 HEA Project no. 12033 L — — Date: APRIL 9,2014 IlI Revisions: `-------- ------ DUCT PENETRATIONS THROUGH (E) MASONRY WALL(3 THUS) 1 COORDINATE LOCATIONS WITH (E) S210 Drawn by: EA WALL REINF. REF. NOTE 3. Checked by: SF REF. MECH. FOR SIZE Sheet: FOUNDATION PLAN LEVEL 1 FOUNDATION PLAN LEVEL 1LU LU S201 CL Copyright 2014 Hemebery EddyhdiWds,Ina THREADED ROD AND SIM ADDITIONAL EDGE NAILING 7 ALONG WALL STRAP OVER 2x FLAT BLOCKING S401 FASTENER @ 12"o.c. ALIGNED WITH THREADED ROD THROUGH (E) BLOCKING SEE DETAIL 6/S401 FOR SPACING TIE @ 2'-0"o.c. TO(E) LEDGER ANGLE ALIGNED G W JOIST TYP ALONG WALL TYP ALONG WALL (E)6"CMU (E) 11 /8" JI/ 5C @ 4"0. . TYP WALL BELOW 7 THREADED ROD TO S401 THREADED ROD TO (E)CMU WALL (E) CMU WALL THROUGH A34 CLIP @ EACH TRUSS (2'-0"o.c.) THROUGH LEDGER LEDGER @ 4'-0"o.c. TO TOP PLATE. ONE SIDE ONLY. / TYP ALONG WALL TYP ALONG WALL. 177 — i 11 1 u o EXTENT O 6A c S 1 EXTENT OF a UX I d (E) BLOCKING=—i 401 6A I (E) BLOCKING 0 o Z 8 VI; S O 01 I 14'TJ 4" .C. 17 (VIF) TYP 0 o S401 —i ( ) @ p Zv 9 m TYP W TYP —I 0. LOW — IT 8 w a@ 4 S40 18'-0"MIN 8'-0"MIN 10'-0" MIN ROOF 8'-0" MIN S401 F- S402 SP N IR CT40N F TM_ 7 TIE @ 2'-0"o.c. a O 3/ " P 00 FASTENER @ 12"o.c. I S40 ---I ALIGNED w/(E)JOIST TYP w SEA HI G. 4 THROUGH (E) BLOCKING —I S402 TO (E) LEDGER ANGLE — I— — TYP ALONG WALL 3 3 TYP ALONG WALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 40 40 0 o ' I g I 9 c p o I 40 IN 90 o S402 ¢ v B.-O" HIGH 8'-0"MIN S202 E0 ¢ N 1 w ROOF r w_ S402 REPLACE (E)VERTICAL ~ 4 I w I TYP ~ o- a BLOCKING SP N IR CT N F 9 d 9 d W/TAPERED 3x 5402 O 3/ " P Y 00 4 W ° C NT. CR S -TI W/A34 CLIP @ 8"o.c. TYp I 2 S EA HI G. 2 I S402 z a a ST A V C ILI G z N TYP ALONG WALL 1 0 40 w @ w 5402 H H 1 1 I I S402 S402 309k 1 u I I ci 40 8 5402 0 o I C7 CO T. CR S TI I co o Q I w ST I Q v 40 Z 8'-0"MIN 8'-0" MIN Lu I I W 0 0 9 o S402 bo 60401 I 2 2 S402 I 40 0 „ REPLACE (E) I (E P E E GI E RE W O T US ES @ 4"o�c. L VERTICAL BLOCKING co W/TAPERED 2x C� TYP ALONG WALL a w HIGH a CLIP @ EACH TRUSS (2'-0"o.c.) o ROOF 9 o TO TOP PLATE. ONE SIDE ONLY. rn ( 9 ( - cn TYP ALONG WALL. p q I (')401 ( p o Consulting Engineers Z N Z tV W I ( W @ 111 SW 5th Avenue H _ F Suite 2500 — — Portlond, Oregon 97204 CEILING DIAPHRAGM PLAN FASTENER E) BLO . — = TIE ALONG 0.0. 503-227-3251 THROUGH (E) BLOCKING 7 ALIGNED w/(E)JOIST 2 TO (E) LEDGER ANGLE TYP ALONG WALL TYP ALONG WALL 40 1/8" = 1'-0" S202 12'-O"MIN — LOW 13'-0"MIN ��ED PROfFss ROOF THREADED ROD TO �5 /p (E) CMU WALL THROUGH c�� IN I EXTENT OF EXTENT OF LEDGER @ 4'-0"o.c. 19608 .i(E) BLOCKING (E) BLOCKING TYP ALONG WALL THREADED ROD TO (VIF) — (V F) (E) CMU WALL --- (E1116" TJ @ 14 GO IMP THROUGH LEDGER ALON AL N g TMP c�gy6 J. 10t�� @ 4'-0"o.c. TYP ALONG WALL a S401 7 4 IN (E) GL 5 (E) GL a EXPIRES 12-13-14 34D1 o TYP 404D — � V\1 - - - - - - o Nennebery Eddy Z Architects w @ / 21/2 I © O G 5 1 8x2 1/ �E) L /8 2 1%z�E) L5 /8 2 1/ 1/ x22 112 F STRAP @ EACH JOIST 3 (2'-0"o.c.), TYP ALONG S 01 401 921 SW WASHINGTON STREET SUITE 250 (E) GL S 2 PORTLANDOREGON 97205 JN C N ECO S 503 2274920 FAX SCREW(E) SHEATHING TRV P E IDE B DE RE0 SITE E I503 2274860 TEL AND BLOCKING TO (E) GL EN ER D N O O S B MSP IC _. www.henneberyeddy.com @6"o.a IN C N 'EC O (E 14"TJ @ 4" .c. I I TUALATIN VALLEY FIRE& PLAN NOTES: FASTENER @ 6"o.c. RESCUE --- ;� —7 — THROUGH (E) BLOCKING 1. (E) INDICATES EXISTING. STATION 51: SEISMIC TYP TO (E) LEDGER ANGLE UPGRADE, RENOVATION, 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO ( 7 TYP ALONG WALL FABRICATION AND ERECTION AND SHALL NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES I 01 AND ADDITION FROM THAT SHOWN ON THE DRAWINGS. TIE @ 2'-0"o.c. 8935 SW Burnham Street L I ALIGNED w/(E)JOIST Tigard, OR 97233 3. CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR A MINIMUM OF (4) NEW WALL AND ROOF _ _ TYP ALONG WALL HEA Project no. 12033 OPENINGS TO ACCOMODATE MER I I L 11 Date: APRIL 9, 2014 4. 777)1-1-77 INDICATES STEP IN STRUCTURE I 1 I— Revisions: II 5. S-1 INDICATES AREA OF EXISTING 3/4" PLYWOOD SHEATHING TO BE NAILED w/8d @ 4"o.c. AT ALL PANEL ( I EDGES AND 12"o.c. IN FIELD. BLOCK ALL PANEL EDGES w/2x BLOCKING. 11 REF. DETAIL 1/S401. I 1 II 6 S 2INDICATES EDGES AND 2E o� IN FISTING 3/4"IELD BLOCK ALL PANEL EDGES w/2xOOD SHEATHING 0BE NAILED w/8d @ 6"o.c. AT ALL PANEL BLOCKING. I— REF. DETAIL 1/S401. Drawn by: EA 7. ti INDICATES SPAN DIRECTION OF 3 1/2" 18 GA EPICORE ER3.5R STEEL ROOF DECKING. Checked by: SF ---------------------------------------------- Sheet: 8. REF. S501 FOR TYPICAL STEEL DETAILS. 2ROOF FRAMING 9. XX® INDICATES CONNECTION TYPE. REF. DETAILS ON 5501. W8 CONNECTIONS ARE TYPE, LINO silo AND DIAPHRAGM PLAN Lu 01: S202 � ROOF FRAMING AND DIAPHRAGM PLAN LLj EL copyright 2014 Henmbery Eddy kchhects,Inc. OWNER/TENANT: 2" ADJACENT TENANT ol 44'-4" ol 10 LEASE LINE DIMENSION I& ol 26'-2 1/8" W.F. 18'-I" V.IF. G O D I VA Chocolatier 2 GODIVA CHOCOLATIER, INC. I 5" '-4 1/2" 9" 24'-8 1/2" A20 333 WEST 34TH STREET A303 AI Ll HOLD NEW YORK, NY 10001 2 I AI — — i PROJECT PLANNER: I D I D a� I A 4 � o ',� ' = I TYP. E ( WJCA INC. I 0 I I 763 SUSQUEHANNA AVE. A30 A40 I I FRANKLIN LAKES, NJ 07417 F I O TEL: 201-848-9060 FAX: 201-848-9881 / I I E ARCHITECT: I A I O O O 14 AI I I o 0 8 DAVID O 11881NORTH 1D13TH WAY ® 2 I SCOTTSDALE, AZ 85259 '��^-J+ W O v 0 A40 SALES AREA w X O A30b O O I O I I O V TYP. z3 I z Z O O A40 I to LIC. #: 2182 STOCK ROOM O O O Oi z U O z I L z EXP. DATE: 6/30/16 w ® � Q I c, o I I Q � z I '7i I I ez A20 GODIVA :3 N MIN.11 � 2 A401 2 I I 1/2' I w 0 Chocolatier Q I A401 I 8 8 I Q STORE NO: 524 w '; F > B (d L I O O O O PROJECT LOCATION: 'C) r 0 0 ❑❑❑❑❑❑❑❑❑❑❑ EI-0 WASHINGTON SQ. MALL qD❑❑❑❑❑❑❑❑❑❑ I ) SPACE B04 0) DDDDDDDDDDD �� 9585 SW WASHINGTON Lo SQUARE ROAD CVO it I PORTLAND, OR 90703 Lo I 4 3 , - � - MM A401 A401 I 2 I � 0 I 5 � \\ I � W E / - I I O N e L = m I ISSUE DATE: N d1 \ I NO. DATE DESCRIPTION ii O i ❑❑❑❑ '^1I 4 I 12-11-15 ISSUED FOR BID, W 4 <>- B II O II I I �� D PERMIT AND LANDLORD I \ m O IIIWIII ® I I REVIEW J O° ❑❑❑❑❑ D o Q iv 77 2� 77 72 77 77 ZJZ VJ�/� – – – – – – – – – – – – – – – – – – – – – m 2'-0" 3'-2 3/8" `r 14'-1 1/4" 5'-3 3/4" 0 O o D — REFER TO DOOR (� 44'-4" 2'-6" ol SCHEDULE SHEET A301 . (A LEASE LINE DIMENSION ADJACENT TENANT REFER TO PARTITION Q TYPES SHEET S100. CONSTRUCTION PLAN TSCAL;73/81, = 1'-0" CONSTRUCTION NOTES KEY NOTES T�`��' e�" T I. REFER TO SPECIFICATIONS AND RESPONSIBILITY SCHEDULE FOR GENERAL CONDITIONS ANDO LEASE LINE - VERIFY LOCATION WITH LANDLORD REPRESENTATIVE. DAVID A. UDKOW ADDITIONAL INFORMATION. 2182 n 2. PATCH AND REPAIR ALL EXISTING SURFACES AS NECESSARY BEFORE APPLYING NEW EXISTING DEMISING PARTITION TO REMAIN. PROTECT DURING ALL PHASES FINISHES. ALL SOFT, POROUS, FLAKING OR OTHERWISE DEFECTIVE FINISHES SHALL BE O 'may SCOTTSDAIE, AZ REMOVED BEFORE APPLICATION OF NEW MATERIALS, OF CONSTRUCTION. REFER TO PARTITION TYPES FOR SCOPE OF NEW WORK v�j O 3. ALL WALL PARTITIONS ADJACENT TO PLUMBING SHALL BE CONSTRUCTED WITH WATER O ELECTRICAL PANELS AND OTHER SERVICES: REFER TO ELECTRICAL RESISTANT GYPSUM BOARD. 3 SHEETS FOR SCOPE OF NEW WOW ` Z 4. PROVIDE CONCRETE SLAB OPENINGS AND PENETRATIONS AS REQUIRED FOR PLUMBING, T ELECTRICAL, AND COMMUNICATIONS WORK. ALL PENETRATIONS TO BE FIRESTOPPED AS ® STOREFRONT GLAZING AND GLAZING SYSTEM. REFER TO STOREFRONT MM REQUIRED TO MATCH EXISTING RATING OF SLAB. COORDINATE ANY REQUIRED SLAB AND/OR SHEETS FOR COMPLETE SCOPE OF WORK W STRUCTURAL AND/OR EXISTING BUILDING MODIFICATIONS WITH LANDLORD PRIOR TO PROTECT DURING ALL PHASES OF CONSTRUCTION. DRAWING TITLE: co COMMENCEMENT OF WORK REFER TO MEP SHEETS FOR ADDITIONAL INFORMATION. 5. PROVIDE FIRE RATED SOLID BLOCKING IN ALL PARTITIONS AND DEMISING WALLS FOR WALL O ELECTRICAL / SWEETS5ACKWO FIXTURES: REFER TO SHOP DRAWINGS AND CONSTRUCTION T ELECTRICAL SHEETS FOR POWER, PHONE, DATA AND GORE MOUNTED FIXTURES INCLUDING BUT NOT LIMITED TO STOCK ROOM, OFFICE AND TOILET ROOM. DRILLING/TRENCHING REQUIREMENTS. COORDINATE WITH FIXTURE CONTRACTOR FOR SALES AREA BLOCKING. REFER TO INTERIOR PLAN ELEVATIONS FOR MORE INFORMATION. PERIMETER MILLWORK SYSTEMS INCLUDING SHELvES, ETC. PROVIDE 6. MAINTAIN THE ARCHITECTURAL, STRUCTURAL AND FIRE RATING INTEGRITY OF THE DEMISING ® NON-COMBUSTIBLE BLOCKING AS REQ'D. REFER TO FIXTURE PLAN AND O WALLS, FLOOR SLAB, BEAMS, COLUMNS, ROOF DECK, ETC. FIXTURE MANUFACTURERS DRAWINGS FOR INFORMATION. \/ 1. VERIFY DEMISING WALL PENETRATIONS ARE SEALED TIGHT AS REQUIRED TO MAINTAIN 3Q- REQUIRED FIRE SEPARATION. O LINE OF CEILING TRANSITION ABOVE. 8, ALL WALL FRAMING NOT BRACED TO DEMISING WALLS SHALL BE SECURED OR DIAGONALLY PROJECT NO: BRACED AT MINIMUM 4'-0" O.C- REFER TO PARTITION TYPES AND CONSTRUCTION DETAILS. ® TEX. STEEL HE CEILING.COLUMN. CLAD W/ MTL FURRING AND 5/8" GWB TO 6" ABOVE 9. MINIMUM DIMENSION FROM ANY CORNER OR WALL TO FRAMING STUD AT DOOR JAMB OPENING 154129 Q SHALL BE 4" (UNLESS OTHERWISE NOTED). DRAWING NO: 0 10. DIMENSIONS ARE FROM FACE OF GYPSUM WALL BOARD OR CENTERLINE OF COLUMN (UNLESS OTHERWISE NOTED). Al 0 II. COORDINATE WORK OF VARIOUS TRADES IN INSTALLATION OF INTERRELATED WORK. BEFORE Q INSTALLATION OR WORK BY ANY TRADE, INCLUDING TENANT'S VENDORS BEGINS, MAKE PROPER Q PROVISIONS TO AVOID INTERFERENCES. 12--0" 35'-5 1/2" J J p 1'-111/2" z p U Z z O w0 OU LL OQ O 9 ( LL i NP. SIM 6 V-3" I 6 5 6 o a. 1'-3' S302 S302 5302 S302 P1 � I F.O. CONIC a, F.O. (E)MASONRY 6"CONCRETE SHEAR WALL a ALIGN 6—_—J SIM vpi 3 J 3 I U S302 9" 91 ry I I ih S302 o tO r S302� O � F.O. CONIC I op. n 16'- 1 1/2" 1'-3" 1 I d CL J ( I 6"CONCRETE I I ( F.O. CONIC P1 U 4"SLAB ON GRADE SHEAR WALL i EL. 1'-7" CL iv �, ELEC. CONDUIT IN T.O. WALL REF. NOTE 4/S201 STEM WALL EL. 0'-0" (V.I.F.) SIM 1 I I 4"SLAB ON GRADE N00 r REF. ELEC DWGS MATCH (E)SLAB 3 J SIM w REF. NOTE 4/S201 1� S302 I REF NOTTE 4/S201 I I I 1 i v S302 CL CL I I I I TYP. Aii P1 P. 3'-3 1/2" 1 TYR EL. 1 -2" - Fo r I 1 CL POST TO 2" POST 1 I J T 8 TMP T.O. WALL I I S302 S302 ^ S501 S502 L _ - - _ - _ - - - - - - - - - - - - - - - J L - - - - - L - - - - _ - - - J N F.O. CONIC - - - - - - CL F.O. CONC P1 P1 P1 P1 P1 P1 P1 P1 1 2 3 P1 EL. 1'-2" S302 5302 5302 T.O.WALL EL. 1'-7" ULL P. RAT U - 1 U L) " O O O O O " pT.O.WALL p POSTS 1 1/2 1 1/4 2 1/2 22 10' 10'-0 10'- 1 1/2 6'-61/2" -01. " O 10' O O 112" 4'-73/4" Q7 -3 4 - 10 2 -4 -LL LL i l LL CL CL CL CL CL CL CL CL L CL C 3110 10 1/2" 13'-4 1/2" 14'-6 1/2" 14'-8" 83'-10" REFERENCE PLAN NOTES ON S201 1 ADDITION FOUNDATION PLAN LEVEL 1 1/4"= r-o" 5201 Consulting Engineers 111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503-227-3251 PROFFssi NF 9 ;1HSS8X2X114 19608 I EGA HSS3X2X5/16 ( J.J. TO�� m EXPIRES 12-13-14 M� F 1 1 16'-61/2" I Hennebery Eddy _ Architects L3=1/4 L3X3X1/4 L3X3X1/4 CONT. L3X3X1/4 LEDGER I I L3X3X1/4 LEDGER I�(, L N EMBED PL w 7 I I M 921 SW WASHINGTON STREET SUITE 250 5 AT EACH END OF Mp S502 TYP I I cO PORTLAND OREGON 97205 5 CHANNEL xW 5 3 I I L3X3X1/4 L3X3X1/4 L3X3X1/4 3X3X114 - 503 2274920 FAX REF. 8/S501 JJ S502 I I �� EMBED PL 503 2274860 TEL vl L3X3X1/4 5501 I I W8X15 -I REF. 8/S502 www.henneberyeddy.com I I I I TUALATIN VALLEY FIRE& 4'-8 1/4" W8X15 EL. 12'-6" W8X15 6 J RESCUE "- S-3 ' S502 I I EL. 11'-4" T.O.WALL 5 —� X �_ STATION 51: SEISMIC p ao I I T.O.WALL ` 5501 "' "' "' "' I I x ma x, EL. 1�'-4" r UPGRADE, RENOVATION, D v 11 � T.O. DECK I AND ADDITION L5X3X1/4 LLV I 1 X W8X15 n6'-6 1/2'� v I I S502 8935 SW Burnham Street W8X15 � i L 9 � Tigard, OR 97233 iv NP x x I I 5 HEA Project no. 12033 5 3 I I �TYP 5 S501 Date: APRIL 9,2014 M S501 r S501 _� I S502 S501 Revisions: 5 WBX15 W8X15 W8X15 L3X3X1/4LEDGER I I L3X3X1/4 W8X15 W8X15 W8X15 W8X15 9 a n 1 TMP TYP � S502 4 S501 EL. 12'-6" EL. 11'- 1" Drawn by: LD T.O. WALL T.O. WALL Checked by: SF Sheet: ADDITION REFERENCE PLAN NOTES ON S202 ENLARGED FRAMING PLANS ADDITION ROOF FRAMING PLAN LU LU 210 f t 7 Copydght 2D14 HermberyEddi Inc. DOWEL TO MATCH SIZE AND SPACING OF S.O.G. REINF. w/ADHESIVE ANCHOR REF. PLAN w/4" EMBEDMENT 1'_p SLAB ON GRADE (E)SLAB ON GRADE REF. PLAN TYP. LAP SPLICE REF. PLAN MATCH (E)SOG REMOVE AS REQ'D. TO INSTALL - JOINT LOCATIONS REF. S002 #3 @ 18"o.c.w/ MATCH {E)S.O.G. ADHESIVE ANCHOR BELOW GRADE UTILITIES JOINT LOCATIONS N'1% � w/4" EMBEDMENT = IN (E)SLAB ON GRADE #3 CONT. @ 12"o.c. 0 ° 0 0 0- ^ 0 U • o o c (E) SLAB ON GRADE, (2) MIN. PER SPAN `0 0 0 0 0 0 o REF. PLAN 6" LAP - ° O O ° O O ° O O ° O 0 ° O 0 0 0 O e 0 Q o , 0 ° 0 0 0 1 0 ° 0 0 ° O o f1 0 REPAIR VAPOR - MIN. REF. PLAN SLAB GRADE O o 0 ° 0 06 0 0 e BARRIER, REF.ARCH REF. DETAIL 2/S301 FOR UNDER SLAB REQUIREMENTS TYP. 3 SHOWER DEPRESSION IN SLAB ON GRADE DETAIL1 ° 0 00 e o 00 e 0 00 0 00 e 11/2"= 1' 0" S201 00000 000 o 0000 REPAIR VAPOR 0 ° 0 0 0 ° 0 00 ° o BARRIER, REF.ARCH 0 0 ° ° 0 0 SANDY GRAVEL OR 0 o CRUSHED ROCK. o 1 oO REF. GEOTECHNICAL 0 0 o DOWEL TO MATCH SIZE , AND SPACING OF SLAB 1 0 0 REINFORCING NOTE: MAX SLOPE UTILITY PIPE. W/ADHESIVE ANCHOR REF. DETAIL OR PROVIDE REF. MEP FOR SIZE AND LOCATION W/4" EMBEDMENT 2/S301 FOR TEMPORARY LAP SPLICE ADDITIONAL SUPPORT OF SLAB ON GRADE (E)SLAB ON GRADE INFORMATION EXCAVATION REF. PLAN REF. S002 r REF. PLAN TYPICAL SLAB ON GRADE INFILL DETAIL 1 1/2"_ �,_p„ S201 0 000 peo 000T :10 ° 0 00 ° c) 00 ° o o ° c REPAIR VAPOR BARRIER, REF.ARCH AT EXISTING SLAB ON GRADE REF. DETAIL2/S301 FOR UNDER SLAB REQUIREMENTS TYP. KEYED JOINT(AT T/10 LAP SPLICE SLAB MID-DEPTH) (1/8" MIN.) SLAB ON GRADE DOWEL TO MATCH SIZE PAINT w/CURING REF. PLAN REF. S002 AND SPACING OF SLAB COMPOUND AS REINFORCING BOND BREAK W/ADHESIVE ANCHOR BEFORE ADJACENT W/4"EMBEDMENT SLAB IS PLACED -... . - - a (E)CMU WALL 0 °0 0 °0 0 °0 . ° °0 . 0 °o REF. PLAN °0 . 000 • °o . o °O . 0 °o0 • o °0 o O o °0 o °O o ° 0 0 ° 0 0 0 0 O a 0 °0 • p ° • o °O • p °O • p °o • p 70 0 0 00 0 0 00 o n eo °0 0 °0 . 0 °0 . 0 °0 . 0 °0 -. - °0 • pO 0 • o 0 0 • o °0 • o °o • o - REF. DETAIL 2/S301 ° FOR UNDER SLAB 11��71� III11bF1 �� C011SUItIIIg Ellglll@2CS REQUIREMENTS TYP. 1 V:3H 111 SW 5th Avenue AT EXISTING CMU WALL CONSTRUCTION JOINT suite O2500 regon Portland, Oregon 97204 503-227-3251 1/8"PREMOLDED 1/8" STRIP FLUSH w/ TYR SURFACE N FFss� 4 SLAB ON GRADE AT E SLAB DETAIL 9 196D8 o °° . o ° ° . o ° . o °° EGO .0 000 o °0 • 000 • o °0 o 000 . 0 °0 . 0 °0 . 0 °0 . 0 °0 .0 - 000 - 000 - 000 . "0 . 0 , �g7GJ. TO,�tF. o °o o °O • o °0 0 °O o °o n n n .0 . 0 .0 . 0 .0 . 0 .0 . 0 .0 . XP o EIRES 12-13-14 77-1 HenneberyEddy EDGE OF(E) FORMED JOINT Arlhl*lel+lS (E)THICKNESS CMU OPENING CMU INFILL MATCH W. 3 REF. PLAN 1/8"SAW CUT(SAW921 SW WASHINGTON STREET SUITE 250 PORTLAND OREGON 97205 a SAME DAY AS POUR) TYP 503 2274920 FAX vl WHERE WALL IS EXPOSED TO VIEW FILL w/JOINT SEALER 503 2274860 TEL I c _ _ K3 MATCH MATCH ORIGINAL BLOCK TYPE ro 1= TUALATIN VALLEY FIRE& RESCUE 1 #6 @ 16IL "o.c.VERT. F #6 @ 24"o.c. HORIZ. CRUSHED ROCK WITH STATION 51: SEISMIC LAP 36"AT CENTER OF(E)OPENING = SURFACE CHOKED UPGRADE, RENOVATION, D OR MAXIMIZE LAP IF <36' o . o o o o . 0 0 . o . 0 °O ,o o° ,o °o °° °°O 0 °O o WITH SAND. INCREASE 8935 SW Burnham ADDITION EPDXY 6" INTO.(E) CMU VAPOR BARRIER ° ° ° Z I- THICKNESS OF BASE ABOVE LEVELING ° ° 0 w COURSE AS REQUIRED n • 0 °O . o °O • o ° • 000 . 000 i0 BY GEOTECHNICAL COURSE OF FINE D . , 00 - , 0 . O . 0 0 . 0 YC7 Tigard, R 97233 GRAINED °0 0 0 0 0 . 0 0 0 . 0 °0 . 0 0 . 0 LL 00 . LU ENGINEER FOR WET HEA Project no. 12033 j AGGREGATE I I�111�l0 °° III-i) �II I— CONSTRUCTION, TYP. ° ° WEATHER c = – 11-1 Il—I I I I Date: APRIL 9,2014 Revisions: (E)VERTICAL REINFORCEMENT b DO NOT DAMAGE UNDISTURBED SOIL REF. NOTE 1. TSP' SAW CUT JOINT I II II j I I II II U U NOTES: 1. CONTROL JOINTS TO BE 20'-0"o.c. MAX. REF. PLAN FOR Drawn by: CC TYP. BAY LAYOUT. CUT ALTERNATE BARS AT JOINTS. Checked by: SF Sheet: NOTE: - 2. WHERE SLAB ON GRADE IS POURED ADJACENT TO FOUNDATION AND 1. LOCATE(E)WALL REINFORCEMENT USING NON-DESTRUCTIVE TECHNIQUES EXISTING SLAB, MATCH EXISTING JOINT LOCATIONS MASONRY DETAILS PRIOR TO DOWEL INSTALLATION. DO NOT DAMAGE (E)WALL REINFORCEMENT. 3. REF. SAW CUT JOINT DETAIL FOR TYPICAL UNDER SLAB 2.AT CONTRACTOR'S OPTION, CONCRETE INFILL MAY BE USED AS LOCATIONS THAT ARE REQUIREMENTS NOT EXPOSED TO VIEW. i U) f TYPICAL CMU INFILL TYPICAL SLAB ON GRADE DETAILS rS301 D - � 1„= 1,_0„ S201 � 1„= 1,_p„ LL1 CL Y CgryrigM 2014 NenneberyEddyArcNtecte,Inc. PERIMETER WALL 1 t REF.ARCH 1 6"CONCRETE STEMWALL 2'-0" #4 i #4 @ 12"o.c. HORIZONTAL @ 32"o.c. AND VERTICAL EXTERIOR WALL ROTATE AS RECESSED STEP LIGHT REQ'D TO FIT z ADJUST REINF. TO MAINTAIN REF ARCH U) ga 1 1/2"MIN CLEAR COVER i HSS4x2 POST > w L REF.ARCH FOR LOCATIONS SLAB ON GRADE ¢ ti REF. DETAIL 1/S501 REF. PLAN SIDEWALK OR SLAB ON GRADE FINISH GRADE REF. PLAN SIDEWALK OR REF. CIVIL FINISH GRADE • J REF. CIVIL io Z c0 Z g � 1L • – 1 NOTE: U CLR. (2)#4 CONT. TYP. #5 CONTINUOUS 1'_0" AT SIM, SLAB OCCURS ON 1, 6„ ALTERNATE DIRECTION BOTH SIDES OF STEM WALL. OF HOOKS 4 THICKENED SLAB ON GRADE EDGE DETAIL EXTERIOR STEM WALL DETAIL 5210 HSS4x2 POST REF. DETAIL 1/S501 (E)6" MASONRY WALL / DOWEL TOMATCH SIZE AND SPACING OF SLAB 444 x 4'-0" LONG REINFORCINGN CENTERED ON COLUMN • W/ADHESIVE ANCHOR LAP SPLICE W/4" EMBEDMENT • • SLAB ON GRADE REF. S002 (E) SLAB ON GRADE SLAB ON GRADE / WHERE OCCURS REF. PLAN REF. PLAN • T"9it I it i i i i / II i I (E) FOOTING . r` Consulting Engineers •>, `` NOTES: 111 SW 5th Avenue 4, .s Suite 2500 Portland, Oregon 97204 1. TYPICAL SLAB AND CURB REINFORCING NOT SHOWN FOR CLARITY. 503-227-3251 I I I I I I I—I I I 2. REFERENCE DETAIL 1/S302 FOR INFORMATION NOT SHOWN. PRO CONNECTION AT EXISTING FOUNDATION POST AT EXTERIOR STEM WALL DETAIL 19808 5 1"= 1'-0" S201 1"= 1'-0" S210 EG c�9 G J. TO�� EXPIRES 12-13-14 CONCRETE SHEAR 6 WALL BEYOND He"""'etier+ Eddy (STEM WALLATSIM) REF. PLAN 11 (h `1 (E)6"MASONRY WALL SLAB ON GRADE 6"CONCRETE SHEAR WALL nC(hilp(Is REF. PLAN REF. PLAN IoI. DOWEL TO MATCH SIZE 921 SW WASHINGTON STREET SUITE 25D AND SPACING OF SHEAR DOWEL #4@12 o.c. PORTLAND OREGON 97205 WALL HORIZ. REINFORCING HORIZONTAL AND 503 2274920 FAX REF. DETAIL w/ADHESIVE ANCHOR REF. 503 2274660 TEL i FOOTING 4"EMBED DOWELS TO MATCH www.henneberyeddy.wrn REF. PLAN – – – – WALL REINFORCING TUALATIN VALLEY FIRE& ALTERNATE DIRECTION RESCUE OF HOOKS I I I (E) SLAB ON GRADE w $ SIDEWALK OR STATION 51: SEISMIC WHERE OCCURS i z D z • FINISH GRADE UPGRADE, RENOVATION, / REF. PLAN a W j REF. CIVIL AND ADDITION ti �t 8935 SW Burnham Street (E) FOOTING g a)z Tigard, OR 97233 • HEA Project no. 12033 • / io Z_ Date: APRIL 9,2014 Revisions: THICKEN TO • • ` ` co d MATCH (E) 1L , v � • - - - - • • o FOOTING 1 ELEVATION II I 'I ' ,i 'I 11 — 11II�� #5@12"o.c.ALIGNED w/ — —,,T DOWELS IF WIDTH IS 3" 3-044 DOWELS w/ GREATER THAN 1'-0" CLR. ADHESIVE ANCHOR 2'-0" WIDTH TYP. Drawn by: CC 6"EMBED (2)#4 UP TO 1'-6"WIDTH REF PLAN Checked by: SF (4) Sheet: FOUNDATION DETAILS NOTE: AT SIM, SLAB OCCURS ON BOTH SIDES OF STEM WALL. W 6 CONNECTION AT EXISTING FOUNDATION 3 TYPICAL FOUNDATION AT SHEAR WALL C/) L1J S302 O_ C Wght 2014 Henrebery Eddyardllt M.Inc. 1/2"0 F1554 GR 36 THREADED ROD W/ ADHESIVE ANCHOR CL OF (E) EDGE NAIL TYP. 41/4" EMBED GL BEAM I SPACING TO BE FIELD SIMPSON LTTI31 TIE VERIFIEDAND @ 2'-0"ALIGNED w/ SUPPLEMENTED AS REQ'D. (E)JOIST (11)8d I SIMPSON CS16 (E) EDGE NAILING TO ACHIEVE 6"o.c. FASTENERS V-6" 1'-6" STRAP @ 2'-0"o.c. ADDITIONAL NAILING 18-8d FASTENERS EACH END ALIGNED w/(E)JOIST REQUIRED WHERE „ INDICATED ON PLAN - - - — — — ii n ! If if n (E) P.T. 2x4 BLOCKING n ❑ n n u BETWEEN (E)JOISTS (E) FRAMING, REF. PLAN u n 1 It If II !! a! li If it is II �! #12 SCREW ! - - - 'i — u _ — — u — i — ii — ii _i' REF. PLAN FOR SPACING. ; n If n r If it I! If if I. ! it r:. a (E) FIELD NAIL TYP. ADDITIONAL i i_ _I! _ _n_ _ u_ ! _ _ SPACING TO BE FIELD EDGE NAILING — — T VERIFIED AND (E) L3x3x3/8 LEDGER w/ r i 1 _ _� SUPPLEMENTED AS AT(E)GLULAM 3/4"0 ANCHOR BOLT L _ I I` _ _�L = !` REQ'D. TO ACHIEVE REF. PLAN —.r - - - -.r - - - .r — i'- -; 1 ! u 12"O.C. MAX. u u If ( u u WHERE INDICATED ON (E)JOIST PLAN, BLOCK REF. PLAN (E) MASONRY WALL (E)JOIST if AND EDGE NAIL. DGES REF. PLAN n „ REF. PLAN (E)JOIST REF. PLAN (E)GL BEAM (E) BEARING/SHEAR REF. PLAN WALL OR BEAMS i NOTE: IF SHEATHING IS REQUIRED TO BE REMOVED FOR ACCESS, REMOVE ENTIRE PANEL AND REPLACE MATCHING EXISTING TYPICAL WOOD OPEN WEB TRUSS NAILING PATTERN OR AS INDICATED ON PLAN. 7 AToMASONRY WALL 4 ST-RAP AT E20GL BEAM � PLYWOOD DIAPHRAGM NAILING 10dFASTENERS AT TIE 16 GAGE SIMPSON STRAP TIE CL OF GL BEAM I 1'-6"(VIF) (E)ROOF SHEATHING 3x FLAT OF REF. PLAN BLOCKING I CL COLUMN �y SECTION A ASIMPSON SOW SCREW VERIFY CLEARANCE REQ'D (E)SIMPSON HINGE (E) SHEATHING 0.22"0 x 6" LONG @ 6"o.c. 12 3/8"MAX FOR HCSTR CONNECTOR REF. PLAN SIMPSON LTT20B TIE (E) ROOF REF. PLAN FOR SPACING SHEATHING Jz 16 GAGE STRAP REF. PLAN LAP W/TIE w REF. PLAN FOR EXTENT OF STRAP AND I 1 SPACING r 8d FASTENERS A 1/2'0 F1554 GR 36 I I n TYP THREADED ROD W/ w ADHESIVE ANCHOR c7 41/4" EMBED o - - - - - 0 Consulting Engineers o— — — 0 SI SIDE N HCSTR2 2x FLAT A 3/4"0 F1554 GR 36 1 11 SW 5th Avenue NOTE: Suite 2500 BLOCKING THREADED ROD @ 4'-0"o.c. Portiond, Oregon 97204 AT STRAP CENTERED BETWEEN (E) 503-227-3251 / ANCHOR BOLTS 1. PRE-DRILL HOLES IF REQ'D TO AVOID SPLITTING OF GL BEAM. (E)GL BEAMS REF. PLAN W/ADHESIVE ANCHOR (E) GL BEAM (E)COLUMN (E)JOIST 41/2" EMBED REF. PLAN 2. IF SHEATHING JOINT OCCURS OVER GL I REF. PLAN REF. PLAN BEAM, PROVIDE 2 ROWS OF SCREWS @ I (E)SIMPSON CCO RED PROFFss 3x FLAT / 6"o.c. STAGGERED. I COLUMN CAP ( N BLOCKING AT TIE (E) CONT. P.T. 4x8 LEDGER w/3/4"0. � 19608 ANCHOR BOLT SHEATHING CONNECTION AT E GL BEAM CONNECTION AT E GL BEAM HINGE '�c " (E) MASONRY WALL 1 1/2"= 1'-0" S202 1"= 1'-0" S202 C� J. 113 REF. PLAN EXPIRES 12-13-14 HenneberyEddy TYPICAL WOOD JOIST PARALLEL TO MASONRY WALL Ar(hltettS 8 2 ROWS OF (E) CONT. P.T. 3x PL w/ W. CL OF" EDGE NAILING 3/4 0 ANCHOR BOLT @ 4"o.c. COLUM�) 921 SW WASHINGTONPORTLAND OREGON SUI 97205`` 250 STAGGERED 503 2274920 FAX 503 2274860 TEL CENTERED SIMPSON CS16 STRAP i www.henneberyeddy.com(E) ROOF (E) ROOF SHEATHING CENTERED ON WALL VERIFY CLEARANCE REQ D , a SHEATHINGREF. PLAN OVER 2x BLOCKING TUALATIN VALLEY FIRE& g REF. PLAN 10d @ 6"o.c• SPACING TO MATCH AND 19 1/2" MAX FOR PCT 9 RESCUE (E)JOIST ALIGNED WITH REPLACE(E)VERTICAL TYP. THREADED ROD. STATION 51: SEISMIC > BLOCKING w/TAPERED 3x UPGRADE, RENOVATION, D REPLACE(E)SHEATHING AND ADDITION o AS REQUIRED FOR INSTALLATION w 8935 SW Burnham Street Tigard, OR 97233 n HEA Project no. 12033 16d @ 6"o.c. " Date: APRIL 9,2014 0 r 0 _ (J Revisions: w 2x FLAT BLOCKING o WOOD AT STRAP, TYP. 0 0 WOOD TRUSSES — — — — — ---- D REF. PLAN SIMPSON PCT27 i EA SIDE A34 CLIP AT TRUSS Drawn by: CC (E) GL BEAM i A34 CLIP @ 8"o.c. REF. PLAN Checked by: SF TO BLOCKING BETWEEN (E)MASONRY WALL 314"0 F1554 GR 36 THREADED ROD i Sheet: REF. PLAN w/4"EMBEDMENT �� ; (E>GL BEAM WOOD DETAILS TRUSSES (3 PER BAY) COUNTERSUNK INTO (E) 3x (E)COLUMN i REF. PLAN (E) CMU WALL AT THE FOLLOWING SPACING: REF. PLAN REF. PLAN 6A: 2'-6"ox I (E)SIMPSON CCO 6B: 4'-0"o.c. I COLUMN CAP TYPICAL APP. BAY WOOD TRUSSco W AT MASONRY WALL DETAIL AT LNTERIOR CMU WALL CONNECTION ATE GL BEAM (� S401 1'-0" S202 W t CoWght 2D14 HemeberyEddyMchte=,Im. 10d FASTENERS CONT. SIMPSON (E) ROOF AT TIE 16 GAGE CMST12 STRAP SHEATHING SIMPSON STRAP REF. PLAN REF. PLAN TIE (E) ROOF SHEATHING 3x FLAT 8d FASTENER AT 8d NAILS REF. PLAN BLOCKING EACH JOIST(2'-0"o.cJ BETWEEN ENDS, TYP 8'-0"AT ENDS, TYP SECTION A-A X SIMPSON LTT2OB TIE (E) ROOF REF. PLAN FOR SPACING SHEATHING CONT. SIMPSON 2x FLAT 16 GAGE STRAP REF. PLAN CMST12 STRAP BLOCKING LAP W/TIE ABOVE CEILING AT ENDS REF. PLAN FOR REF. PLAN EXTENT OF STRAP Ii AND SPACING 8d FASTENER AT (E)TRUSS 8d FASTENERS A 1/2"0 F1554 GR 36 EACH JOIST(2'-0"o.c.) REF. PLAN (E)CONT. P.T. TYP THREADED ROD W/ BETWEEN ENDS,TYP 4x6 LEDGER ADHESIVE ANCHOR 4 1/4"EMBED, TYP 2x FLAT V i BLOCKING AT STRAP (E)CMU WALL A REF. PLAN (E)TRUSS 3x FLAT BLOCKING REF. PLAN J WHERE TIE LAPS W/ 2 ROWS#10 x 2 1/2" 2-2x6 VERTICAL k STRAP (E) CONT. P.T. SIMPSON SO SCREW BLOCKING SIMPSON CS16 STRAP SIMPSON LTT20B TIE 4x6 LEDGER @ 4"o.c. TO BLOCKING AT ENDS LAP W/TIE REF. PLAN FOR SPACING E; 3x6 OR 2-2x6 VERTICAL BLOCKING CROSS—TIE STRAP DETAIL AT ENDS A34 CLIP EA SIDE 1 1"= 1'-0" S202 TYP — — -- (E) MASONRY WALL c 2 ROWS#10 x 2 112" REF. PLAN / SIMPSON SD SCREW B @ 4"o.c. TO BLOCKING 10dFASTENERS AT TIE SPL SIMPSON 16 GAGE 2'SPLICE 9" MIN CONT. SIMPSON TIE STRAP CMST12 STRAP (E)CEILING SHEATHING (36) 10d REF. PLAN REF. PLAN BLOCKING FASTENERS REF. NOTE (E) ROOF SHEATHING REF. PLAN SECTION B-B WOOD TRUSS PARALLEL TO MASONRY WALL AT Y = APPARATUS BAY 3x OR 2-2x FLAT 4 BLOCKING AT �. SPLICE (E)TRUSS Consulting Engineers REF. PLAN 111 SW 5th Avenue NOTE: Suite 2500 Portland, Oregon 97204 1. SPLICE MUST MEET BOTH THE MINIMUM NUMBER OF FASTENERS AND THE 503-227-3251 MINIMUM SPLICE LENGTH 2. NO NAIL SUBSTITUTIONS ARE ALLOWED FOR SPLICES. 14196081OOF CROSS—TIE STRAP SPLICE DETAIL 9 'G J. to � 2 1"= 1'-0" 5202 EXPIRES 12-13-14 Hennebery Eddy Architects mc. 921 SW WASHINGTON STREET SUITE 250 PORTLAND OREGON 97205 i 503 2274920 FAX 'i 503 2274860 TEL www.henneberyeddy.com TUALATIN VALLEY FIRE& i CONT SIMPSON RESCUE (36) 10d SPLICE LENGTH CMST12 STRAP FASTENERS 2'-9" MIN REF. PLAN STATION 51: SEISMIC REF. NOTE UPGRADE, RENOVATION, AND ADDITION 8935 SW Burnham Street Tigard,OR 97233 HEA Project no. 12033 / Date: APRIL 9,2014 t r Revisions: 3x6 2-2x6 A34 CLIP EA SIDE VEROT CAL TYP BLOCKING AT CEILING SPLICE SHEATHING REF. PLAN (E)TRUSS Drawn by: CC NOTE: REF. PLAN Checked by: SF Sheet: 1. SPLICE MUST MEET BOTH THE MINIMUM NUMBER OF FASTENERS AND THE WOOD DETAILS MINIMUM SPLICE LENGTH 2. NO NAIL SUBSTITUTIONS ARE ALLOWED FOR SPLICES. LLI F— CEILING CROSS—TIE STRAP SPLICE DETAIL 3 W S402 Copyright 2014 Hennebery EddyMdle=,Inc. HSS POST INTERIOR REF. PLAN. SLOT AS REQUIRED FOR PL N SLOT TO BE 1/16" 10" WIDER THAN PL TOP OF HSS POST 2" J PROVIDE 1/4"CAP PIL 3 SIDES NP• ° F w(SEAL WELD ALL 1/4 1/2"BASE PLATE EDGE OF (E)CMU w AROUND N WHERE OCCURS p� � CL OF WALL N0 3/4 iv RODS NCHOR W LL - - - — r _ _ _ o CL OF POST SECTION A-A PL 3/8x4x"6" I I 1/4NEXTERIOR W/ERECTION BOLTS "' I I IN SLOTTED HOLES I I AS REQUIRED PL 3/8X'U' I I I WF BEAM SECTIO A-A REF. SCHEDULE I I REF. PLAN TYP. 2 1/2" FOR BOLTS AND RET.TOP PL LENGTH I I CL OF POST CONT. LEDGER ANGLE 5/16 AND i i AND PLATE REF. 3/S502. COPE BOTTOM (2)2x8 HEADER i i 1/4 TMP BEAM AS REQ'D. NOTCH AT ANGLE 1/4 HSS POST A I I A M (4)#10 SCREWS I I REF. PLAN I I 1/2"DIA. WEEP HOLE COUNTERSUNK II L3x3x1/4x4" LONG Z ABOVE CURTAIN WASHER TO \ it WASHER AND NUT V WALL. REF.ARCH BASE PL 3}�I—/T--{) I 1 a v F I A FOR LOCATIONS 3 SIDES /16 I I c �° A BEAM TO HSS POST DESIGNATED " NON-SHRINK U ¢ i GROUT REF. SCHEDULE(DETAIL 7/S501) N W N WF BEAM TYPICAL BOLTED WF BEAM TO HSS POST 00 - REF. PLAN I 1/8"SETTING PL PL 1/2x8x1'-1"w/ (6)3/4" DIA. F1554 GR 36 PLATE WASHER 5/8"0 ANCHOR THREADED ROD WITH 1/4 114"x2"x2" BOLT ADHESIVE ANCHOR TYP. 1/4 TOP OF POST 1/4 PROVIDE 1/4"CAP PL 1 3/4" w/SEAL WELD ALL J Q. Z TYPICAL SINGLE SHEAR PLATE CONNECTION AT 1/4 AF -1 A AROUND o� z MASONRY WALL WS WNo TYPICAL POST BASE PLATE DETAIL REF. PLAN � _ J I I I 3/4" N SINGLE ROW BEARING BOLTED CONN. REF. DETAIL BEAM CONNECTION SCHEDULE 3/S501 3/8" PL NO. OF 7/8"DIA. PLATE CL OF BEAM I I CONNECTION TYPE A325 BOLTS LENGTH"L„ HOLE SIZE AND COLUMN I I 2 51/21' STANDARD HOLE SECTION A-A • HSS COLUMN REF. PLAN NOTES: Consulting Engineers NOTES: 1. USE THIS DETAIL FOR SMALLER 1 1 1 SW 5th Avenue BEAM SIZES AT MULTIPLE 1. INDICATES BEARING TYPE CONNECTION WITH SIDED CONNECTIONS ONLY. Suite 9500 P THREADS INCLUDED IN SHEAR PLANE (A325N). Portland, Oregon 97204 2. REF. SCHEDULE(DETAIL 7/S501) 503-227-3257 FOR PLATE LENGTH ("L")AND 2 1/2" BOLTS. COPE FLANGE SINGLE ROW BEARING BOLTED BEAM 3/4" COPEFLANG CONNECTION SCHEDULE MAX. �� PROFFs 7 - WF BEAMS k�' N 9 v REF. PLAN 19608 TYPICAL BOLTED WF BEAM TO GREG N HSS POST AT MULTIPLE SIDED a NEXPIRES 12-13-14 EDGE OFCONC CONNECTIONS - DESIGNATED XD N � WHERE OCCURS 1"= 1'-0" S210 3/4„ PL 3/8x"L" Hennebery Eddy — — — REF. SCHEDULE Architects FOR BOLTS AND PLLENGTH W. 1/4 921 SW WASHINGTON STREET SUITE 250 v SECTION A-A PL3/8x4x"6" PORTLAND OREGON 97205 a w/ERECTION BOLTS 114V 503 2274920 FAX �I IN SLOTTED HOLES BEAM 503 2274860 TEL -I AS REQUIRED FLANGE BEAM TO BEAM DESIGNATED www.henneberyeddy.com 21/2" 1/4 TO PL TUAIATIN VALLEY FIRE& 'a RET. TOP WF BEAMS REF. SCHEDULE (DETAIL 7/5501) RESCUE CONT. LEDGER ANGLE 5/16 AND REF. PLAN WF BEAMS STATION 51: SEISMIC REF. 3/S502. COPE BOTTOM REF. PLAN UPGRADERENOVATION, 'o BEAM AS REQ'D. AND ADDITION SII v I r,/z/1/ r� 8935 SW Burnham Street m NOTE: N I Tigard, OR 97233 REF. BEAM TO BEAM `v I HEA Project no. 12033 I DETAIL ABOVE FOR U INFORMATION NOT c 3/8"STIFFENER PL Date: APRIL 9,2014 SHOWN. � 3/8" FULL DEPTH Revisions: a ° A I A STIFFENER PIL DETAIL I 1/4 ° U ¢ 2/S501 I I 3/8"x6"xV' (3)SIDES 1= I POST TOP PL 1/4 W HSS POST I REF. PLAN 6" N WF BEAM I� FULL DEPTH SHEAR PL DESIGNATED xs REF. PLAN I 1/4 REF. SCHEDULE (DETAIL 7/S501) Drawn by: CC CL OF POST AND Checked by: SF WF BEAM Sheet: EMBED PSTEEL DETAILS 1l2x8x1'-1"w/ 1/4 (6)3/4" DIA. x 4" LONG TYP. HEADED STUDS 1/4 NOTE: USE ONLY WHERE INDICATED ON PLAN TYPICAL SINGLE SHEAR PLATE CONNECTION AT TYPICAL BOLTED BEAM w CDJ CONCRETE WALL TYPICAL BEAM OVER POST DETAIL TO BEAM CONNECTION t - r 1 1/2"= 1'-0" S501 J t CopyiigM 2014 HemeberyEddylvchitecis,Inc. OPENINGS WITHOUT REINFORCING: T.O. NEW PARAPET NOTE: TYPE 3N DECK PROFILE IS SHOWN IN DETAILS. EPICORE ER3.5R HAS AN 12'-6" CONT. LEDGER ROUND OPENING LOCATED f LEDGER ANGLE AT(E)WALL IN DECK HIGH FLUTE ALTERNATE PROFILE BUT IS SIMILAR FOR FASTENING REQUIREMENTS. REFER TO p� . , •' SUPPORT ANGLE REF. PLAN 51/2" DIA. MAX. MANUFACTURER DATA FOR PROFILE. a REF. 3/S502 6 4 „ METAL DECK 6"CONC. REF. PLAN SHEAR WALL , ' • 3/16 4" 3" - TYPE N ROOF DECK (REF" NOTE 2 FOR EPICORE DECK) CL OF BEAM EMBED PL 1 1/4" 2 1/2" 1 1/4" -- — REF. 8/S501 -- — 1 REINFORCED OPENINGS: I ROUND OR SQUARE OPENING THRU EXTEND(2) FLUTES MIN. REF. S003 I (2)7/8"DIA ; ` ' (1) DECK LOW FLUTE 13" DIA. MAX. BEYOND OPENING A325 BOLTS •' .• I CENTERED ON LOW FLUTE AS SHOWN EACH SIDE t L3X3X1/4, TYP TYP 3/8" PL .;, •., 3/16 REF. 2/S501 3/8" PL W/(2) 1/2" DIA FOR EDGE ` A325 BOLTS, TYP 2 1/2 DISTANCES WS I 1/4"BENT PL ]31/2" C8X18.7 SEE NOTE REF. PLAN CONT. J '1/2". 1 3/4" " `4• EDGE OF(E) — SHOP OR 5" 6"CMU WALL 3/164-12 FIELD AT •.; . ROOF DECK L2x2x3/16 W/(2)#10 SELF REF. PLAN 3/16 EACH LOW FLUTE EACHOPP4-12 OPTION CONTRACTORS NOTE: DRILLING SCREWS AT DECK SPANS ON AT CONTRACTOR'S OPTION, CONNECTION TO ANGLE MAY BE FIELD WELDED SIDE OF OPENING AT SOME IN LIEU OF BOLTED AND PLATE WIDTH MAYBE REDUCED ACCORDINGLY LOCATIONS WF BEAM 3" - TYPE N ROOF DECK AND ER3.5R EPICORE DECK REF. PLAN SECTION AT CHANNEL 7 1 1/2"= 1'-0" S210 NOTE: 1. NOTIFY EOR FOR SUB FRAMING AT OPENINGS LARGER THAN THOSE SHOWN OR OPENINGS THROUGH MORE THAN (1) DECK LOW FLUTE. 1 1/2" 2.ALL OPENINGS IN EPICORE DECK SHALL BE REINFORCED. SUBMIT SIZES AND LOCATIONS TO ENGINEER FOR APPROVAL. T.O. NEW PARAPET 12'-6" CLpFPpST DECK REINFORCING AT HOLES TYPICAL EDGE OF ROOF DECK DETAIL 6"CONC SHEAR WALL REF. PLAN LAP WALL REINF. W/DBA PROVIDE ADD'L BAR IF REQ'D PL 3/8"X4"X5 1/2" EDGE OF DECK REF. 8/S501 FOR WELDS REF. S002 FOR LAP REF. DETAIL 1/S502 T.O. NEW DECK SIM 11,_4„ 611 4'- 11" METAL DECK N REF. PLAN CL OF BEAM r 5 1/4" I I METAL DECK - I I REF. PLAN REF. S003 ALIGN LOW FLUTE OVER BEAM FLANGE OR CUT iq HIGH FLUTE OF ROM REF. 5/S501 FOR BEAM DECK AND WELD OVER POST CONN. EMBED PL 1/2"X6"X10" ALIGN FACE OF TOP PIL ( I w/(2) 1/2"DIA. DBA,TYP REF. P /4 TO BEAM Consulting Engineers ADJACENT TO WALL I I REF. PLAN WITH EDGE OF POST CONT. L3X3X1/4 1 1 1 SW 5th Avenue AND CJP WELD DECK SUPPORT I Suite 2500 (3 SIDES OF CANOPY) f Portland, Oregon 97204 503-227-3251 HSS POST W8X15 HSS8X2X1/ REF. PLAN 1/2"x5"x5"SHIM PL GROOVE 3/16 3/16 4-12 FIELD VERIFY WELD AT HSS3X2X5/1 ED PROF THICKNESS I I 3/16 REQ'DHSS S 3/16 4-12 METAL DECK � I F �O REF. PLAN ci G � 608 � BASE PIL WF BEAM SIM TO 1/S501 ALIGN FACE OF REF. PLAN ORE N PL ADJACENT c TO WALL WITH EDGE OF POST SECTION AT CANOPY TYPICAL ROOF DECK TO BEAM DETAIL AND CJP WELD 5 2ExPIREs 12-13-14 Hennebery Eddy r rl TYP Architects REF. SO03 ALONG 'nil. 5/8 12 o.c ANGLE 921 SW WASHINGTON STREET SUITE 250 v PORTLAND OREGON 97205 503 2274920 FAX n_I 1 1/4" 503 2274860 TEL SECTION AT POST ADJACENT TO SHEAR WALL METAL DECK 12 21/2" 11/4" www.henneberyeddy.com � 8 REF. PLAN c 1 1/2"= 1'-0" S210 " 2 1/2" 1 1/4" TUALATIN VALLEY FIRE& 1 1/4 RESCUE STATION 51: SEISMIC n ———— ——— UPGRADE, RENOVATION, VERIFY W/ r CL OF BEAM °o THERMAL BREAK c6xlo.5 AND ADDITION o w/3/4"DIA x 4" LONG 8935 SW Burnham Street HEADED STUDS @ TYP Tigard, OR 97233 n I SPLIT DECK FOR 24"o.c. REF. 3/16 v REF. S003 THERMAL BREAK REF. PLAN AS HEA Project no. 12033 REF.ARCH SPECIFIED 3/8"PL w/2 1/2" DIA Date: APRIL 9,2014 CONC WALL ( ) Revisions: REF. PLAN A325 BOLTS, TYP REF. PLAN REF. PLAN OR CONC WALL v SEE NOTE METAL DECK 'n N REF. PLAN 'n 3/16 D n J METAL DECK Drawn by: CC REF. PIAN 3/4"PJ F1554 GR 36 Checked by: SF NOTE: THREADED ROD @ 2'-0"o.c. Sheet: AT CONTRACTOR'S OPTION, CONNECTION TO ANGLE MAY BE WELDED IN AND 6" FROM ENDS WITH LIEU OF BOLTED AND PLATE WIDTH MAY BE REDUCED ADHESIVE ANCHOR. STEEL DETAILS 41/4" EMBEDMENT. WF BEAM REF. PLAN 9 ROOF DECK DETAIL AT THERMAL BREAK 6 DECKING SUPPORT AT TOP OF WALL 3 DECKING LEDGER SUPPORT ANGLE ^ 1 1/2"— 1'-0" S210 1 1/2"= 1'-0" S210 S50 I` r LU CL a` Copyright 2014 HenneberyEtltlyAttRiit =,Im DEMOLISH AREA FOR BIKE PARKING DEMOLITION LEGEND — — — — — — — — — — — — — — PROPERTY LINE 1 I EXISITNG WALU I I COMPONENT = _ = REMOVEWALL/ 1 T- COMPONENT - j I I I I �I. REMOVE PAVING,SIDEWALK, LANDSCAPE,AND\ IRRIGATION IN THIS AREA I �• I I � 1 y' i (E)LIGHT AND POLE REMOVE PLANTING j (E)CONCRETE APRON (E)CONCRETE APRON / (E)GENERATOR w a I 0 (E)PROPANE TANK � a C ---� i (E)LANDSCAPING j I � I I I M --0 0 E I I z Z IC0 Y z0 7 (E)SIDEWALK (E)SIGN w REMOVE(E)CURB AND g (E) BUILDING W I LANDSCAPING ~ O I w 2 v1 Lu -. ( cc U)Z (E) FLAG POLE' - - z cc - - -- RELOCATE EXISTING j m I j IRRIGATION CONT OL VALVE 3 RELOCATE EXISTING I STORM CONNECTION REMOVE&SALVAG (E)BIKE RACKS j FOR REINSTALLATION (E) LIGHT I BOLLARD I \ (E)LANDSCAP I - - - - - - - - - - - - - I I I REMOVE PORTIONj (E)FDC C T� d OF(E) BUILDING (E)FIRE HYDRANT e REMOVE PLANTING I v A --- — MPORTLAND, OREGON I APPROXIMATE AREA OF REMOVE(E) PAVING, PARKING,I CONCRETE AND LANDSCAPE \ REMOVAL SIDEWALK, RAMP,AND CURBS. I WORK SHOWN IN CIVILCOORNATE DEION DR WIN S. OF 0 s (E)LIGHTANDPOLE --- I _ enne ery y Ao 1 — Architets N Inc 921 SW WASHINGTON STREET SUITE 250 {. Z. I PORTlA50205 3 0 7 2274920FAX I 503 2274660 TEL --- UI ----- -- --- I www.henneberyeddy.com TUALATIN VALLEY FIRE& 4 I - LIGHT AND RESCUE la I LE 01: (E)TRE STATION 51: SEISMIC I ; UPGRADE, RENOVATION, M1 i I AND ADDITION I 8935 SW Burnham Street I I i i Tigard,OR 97223 ' — _ _ _ — — HEA Project no. 12033 — \ Date: APRIL 9TH,2014 — — — — Revisions: — — — — — — PROPERTY LINE j G - - n1 O - U Drawn by: CC Checked by: KW-ITG DEMO SITE PLAN Sheet:'� DEMO SITE PLAN A001 1/1611 = 1'-0" 0 4 8 16' W N I - vJ N - w A001 LR v Copyllght 2014 Hennebery EddyAmtir=W,Inc. DEMOLITION LEGEND EXISTING WALUCOMPONENT REMOVE WALL/COMPONENT / REMOVE DOOR AND FRAME,SALVAGE HARDWARE FOR REUSE (E) PUBLIC (E)TOILET/ E) PUBLIC AND TOILET ( ENTAY . SHWR. TOILET (EY RREMOVE EMOVE(E)SLAB ]05 106 102 1 105,1- 106 (E)ROOF ACCESS - - SAWCUT AND REMOVE i - (E) (E) DEMOLITION CEILING PLAN HO C MM. NI E CE OUTSIDE COMMUNITY 1 1 ROOM 1 3:4 STORAGE E SHOP El ROOM FLEX LEGEND FI -10 -_ _ �T., 100 101 103 104 - _ (E) OUTSIDE STORAGEUNM REMOVE AND REPLACE PORTION OF CEILING 100 i d TILES OR HARD LID CEILING,AS REQUIRED ----- AT SUSPENDED FOR STRUCTURAL RETROFIT ACCESS. (E)GRID CEILING OR SUSPENSION SYSTEM FOR SUSPENDED CEILING TO REMAIN. REMOVE AND SALVAGE 0 FOR RE-USE LIGHT RxTURES,MECH GRILLES, ME AND DEVICES TYP. AT HARD LID CEILING E( REMOVE(E)SUSPENDED II ACOUSTIC CEILING SYSTEM O 0 I REMOVE(E)HARD LID CEILING SYSTEM (E) APPARATUS r APPARATUS - BAY - BAY107 107 DEMOLITION NOTES 107 _ 1.REMOVE(E)CARPET AT CARPETED AREAS AND BASE . THROUGHOUT, PREP FOR NEW FINISHES 2. CONDUITS,DUCTS, PANELS,BRACKETS,AND PIPES LOCATED ON OR IN WALLS SCHEDULED FOR DEMOLITION SHALL BE REMOVED OR RELOCATED AS PART OF THE WORK SCOPE OF REMOVING THE WALL ASSEMBLY UNLESS SPECIFICALLY NOTED OTHERWISE. PROVIDE FOR TEMPORARY POWER/SERVICE IF EQUIPMENT REQUIRES CONTINUED j USE.. 3. ALTHOUGH THE NOTES CAREFULLY LIST THE EXISTING BUILDING (E) ELEC. ELEMENTS TO BE DEMOLISHED,THE CONTRACTOR IS OBLIGATED CLOSET WITHIN THIS WORK SCOPE TO REMOVE ANY OTHER EXISTING NON- 108 STRUCTURAL MATERIALS FOUND TO BE IN THE WAY OF INSTALLING (E) COMM. THE MATERIALS AND SYSTEMS INCORPORATED IN THE NEW 109 - RENOVATED DESIGN. (E)STOR/ I 4. THE CONTRACTOR SHALL PATCH AND REPAIR BUILDING MECH ELEMENTS TO MATCH PREVIOUS CONDITION WHERE ITEMS WERE LOSD 115 REMOVED OR AREAS WERE DAMAGED DURING DEMOLITION: yl (E) ROOF ACCESS 5. THE CONTRACTOR SHALL CLEAN, PLUG, PATCH AND REPAIR ALL BUILDING SURFACES IMPACTED BY THE DEMOLITION WORK AND j __ PREPARE THEM FOR NEW WORK. JC I 112 ` 6 THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH (E)STOR/ • (E)DOOR TO BE REMOVED, PREP DOOR MECH E EMS STRUCTURAL, MECHANICAL,PLUMBING,AND ELECTRICAL E DORM 1 4EJ FOR MODIFICATION AND REUSE. 115 116REQUIREMENTS TO ACCOMMODATE NEW OPENINGS FOR PIPING, � (E) MALE � � CONDUIT AND STRUCTURAL ELEMENTS. N 7� E EMS 110 LOCKER �� 7.AREA OF CONCRETE SLAB REMOVAL SHOWN IS APPROXIMATE. D A UPS .H 116 F - UP - 113QQ ry 114 : LOCKER \� 114 CONTRACTOR TO COORDINATE ACTUALAREA REQUIRED WITH `J REMOVE ANY(E)CASEWORK OR FITTINGS EXISTING CONDITIONS. (E _ 113 120 - �, FLEX REMOVE SLAB 8.WHERE PLUMBING FIXTURES ARE REMOVED SEE PLUMBING W HY 120 SHEETS FOR DEMOLITION OF THE ASSOCIATED PLUMBING AND NEW (� LL A ` ' �IPUBLIC REMOVE PORTION T-8" WORK.• 270 12 E)M. �. - TOILET I TOILET -- --- 122 OF(E)WALL (E DORM 2 ,(E) MALE (E) MALE _ _ 9.WHERE NOTES IN THE DRAWINGS REQUIRE THE REMOVAL OFA PORTLAND, OREGON L—� M_J -. 119 - . ,, E LNDRY �i SHWR ' TOILET STOR BUILDING ELEMENT OR SYSTEM OR A COMPLETE COMPONENT 111 111 )'MALE 118 119 121 COMPRISED OF MULTIPLE ELEMENTS,THE CONTRACTOR SHALL-SHO� �� W REMOVE(E)DOOR, 7 DISASSEMBLE AND REMOVE FROM THE SITE EACH ITEM IN ITS _ML_) ® aTg, FRAM E,AND HINGES _T_� T PUBLIC ENTIRETY SO AS TO ACCOMMODATE THE INSTALLATION OFTHENEW Dnn 'L1 SALVAGE FOR REUSE. I I TOILET WORK TO FOLLOW. Hennebert' Eddy ' I - p=-- REMOVE PORTION OF(E) (� 10.THE CONTRACTOR SHALL PATCH AND REPAIR ELEMENTS WHERE �i I I I ALIGN WALL AND ALIGN WALL CUT 124 REMOVE GYPSUM WALL BOARD ITEMS WERE REMOVED AND IN AREAS DAMAGED DURING r c I WITH HALLWAY WALL. HAL ONTOILET ROOM FACE OFWALL DEMOLITION. Archlteas SAW CUT&REMOVE(E) (E) N 0 SLAB FOR PLUMBING FITNESS - (E) MAIN 11.THE CONTRACTOR SHALL CLEAN,PLUG, PATCH AND REPAIR ALL I�(, _j MIAALIGN CUT WITH INSIDE ROOM ENTRY MATERIALS AND SURFACES AND PREPARE THEM FOR NEW WORK. 9n swwnsNiNGrON srREErswrE zso FACE OF FUTURE j 128 15' °I' -, - - 12 PORTLANDOREGON 97205 w NG TYP: N i REMOVED AND REPLACED VERT ALL AREAS OF CEILING 503 2274920 FAX FRAMING ! FY TO BE L /� 3 503 2274860 TEL 4 REMOVE(E)WINDOW — ------ www.hennebeiyeddy.com (E), •, (E) MAIN REMOVE(E) REMOVE SLAB TO CONNECT _ LID I AY 00 KITCHEN' _,' ENTRY FINISH AND TO EXISTING WASTE LINE (E) n TUALATIN VALLEY FIRE& 1 5 I �, f2fi 123 GYPSUM KITCHEN _ (E OFFICE in REMOVE(E) FINISH, � RESCUE m I WALL BOARD 126 441 127 REMOVE FINISH AS NEEDED LL ? GYPSUM WALLBOAD AND (E) �' FOR BLOCKING IN WALL STATION 51: SEISMIC INSULATION DAYROOM j J REMOVE LOCKERS UPGRADE, RENOVATION, A 7i 125 SALVAGE FOR REUSE. AND ADDITION N DW 8935 SW Burnham Street Co a I I Tigard, OR 97223 a REMOVE(E)WINDOW L.,% I HEA Project no. 12033 Date: APRIL 9TH,2014 1 CUT OPENING ABOVE CEILING IN (E) REMOVE(E)GLASS DOORS i i REMOVE(E) FIXTURES,AND DEVICES Revisions: j MASONRY WALL FOR HVAC DUCT/GRILLE AND FRAMES,TYP OF 3, j IN EFFECTED AREA. co + I TO SERVE BUILDING ADDITION,TYP.OF(3) OPENINGS TO REMAIN II I j RELOCATE(E)NATURAL ¢ ( I GAS LINE CJ RELOCATE(E)HOSE BIB � _ _ � - ----------- -- ---------------- REMOVE(E)SPRINKLER - C_�---------------- z Drawn by: CC REMOVE(E)BUILDING, HEADS,AT BUILDING Checked by: KW-ITG ROOF, STRUCTURE,, AREAS BEING REMOVE(E)BRICK WALLS, DOWNSPOUTS,AND DEMOLISHED AND CAP PRIVACY SCREENS, Sheet: EXTERIOR LIGHTING. SERVICE INSIDE CEILING FOUNDATIONS,AND SLAB DEMO PLAN AND CAVITY RCP - FIRST FLOOR A00 1/8" 1' 0" 2 DEMO RCP - LEVEL 1 ( I ` DEMO PLAN - LEVEL 1 A00 1/8" = 1' 0" a 0 2' a' a' W = 0 2 4' a W M Q A002 - - CoPyIIOM 2074 Flemlebery EtldyArdtlEacm,Inc. ,1 ROOF DEMOLITION NOTES EXISTING WALL/ COMPONENT REMOVE(E)SCUPPER REMOVE(E) MEMBRANE REMOVE ROOF AND DOWNSPOUT ROOF,WALKWAYS, RIGID INSULATION AND ASSEMBLY/ ANY OTHER LAYERS TO EXPOSE(E) COMPONENT STRUCTURAL DECK. PREPARE STRUCTURAL DECK FOR RE-ROOFING PER F- -1 F- -1 r -1 MANUFACTURER'S REQUIREMENTS. REMOVE(E)WALKWAYS - - L J L J L J REMOVE(E)ROOF SHEATHING AS NEEDED W FACILITATE SEISMIC WORK, REMOVE(E)SCUPPER REPLACE WITH NEW SHEATHING AND DOWNSPOUT I REMOVE(E) SCUPPER AND DOWNSPOUT 1. THE DEMOLITION NOTES LISTED AND REFERENCED IN THE DRAWINGS (E) ROOF HATCH i REQUIRE THE REMOVAL OF A BUILDING ELEMENT OR SYSTEM OR A --(REMOVE AND REINSTALL i COMPLETE COMPONENT COMPRISED OF MULTIPLE ELEMENTS.THE SLOPE SLOPE - i ' -I r -ir -I r -I r-ir-i r -1 r -ir -I r-t r -1 r -i r -ir- -i r -i r-1 r CONTRACTOR SHALL DISASSEMBLE AND REMOVE FROM THE SITE EACH i (E) HVAC UNIT ITEM IN ITS ENTIRETY SO AS TO ACCOMMODATE THE INSTALLATION OF THE iL J t\L JL J L J L J L J L J L J L J L J L J L J L J L J L Jr,/_�� REMOVE(E)MEMBRANE NEW CONSTRUCTION TO FOLLOW. lCJ ROOF,WALKWAYS, RIGID T" INSULATION AND ANY 2. CONDUITS,DUCTS, PANELS,BRACKETS,AND PIPES LOCATED ON OR IN REMOVE(E)GUTTERS } /Mp�7F0 r J of !I�� r J OTHER LAYERS TO WALLS SCHEDULED FOR DEMOLITION SHALL BE REMOVED OR RELOCATED w qG( l L J- / EO LJ 1 EXPOSE(E)STRUCTURAL AS PART OF THE WORK SCOPE OF REMOVING THE WALL ASSEMBLY AND DOWNSPOUTS F ¢ J a Y r I SMP C w DECK. PREPARE UNLESS SPECIFICALLY NOTED OTHERWISE. PROVIDE FOR TEMPORARY J1 \ L J a DEC' K FOR POWER/SERVICE REQUIRES CONTINUED U) RE-ROOFING PER MANUFACTURERS 3. ALTHOUGH THE NOTES CAREFULLY LIST TEEX STING BUILDING — -- REQUIREMENTS. ELEMENTS TO BE DEMOLISHED,THE CONTRACTOR IS OBLIGATED WITHIN THIS WORK SCOPE TO REMOVE ANY OTHER EXISTING NON-STRUCTURAL MATERIALS FOUND TO BE IN THE WAY OF INSTALLING THE MATERIALS AND SYSTEMS INCORPORATED IN THE NEW RENOVATED DESIGN.. 4. THE CONTRACTOR SHALL PATCH AND REPAIR BUILDING ELEMENTS TO MATCH PREVIOUS CONDITION WHERE ITEMS WERE REMOVED OR AREAS THAT WERE DAMAGED DURING DEMOLITION. 5. THE CONTRACTOR SHALL CLEAN,PLUG,PATCH AND REPAIR ALL BUILDING SURFACES IMPACTED BY THE DEMOLITION WORK AND PREPARE THEM FOR NEW WORK. 6. THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH REMOVE(E)STANDING I STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL REQUIREMENTS I SEAM METAL ROOF I TO ACCOMMODATE NEW OPENINGS FOR PIPING,CONDUIT AND INSULATION AND ANY STRUCTURAL ELEMENTS. OTHER MATERIAL TO a 7. REMOVE ALL SCUPPERS,FLASHING,COUNTER-FLASHING,COPING AND 11 EXPOSE(E)STRUCTURAL01 CANT STRIPS AS NECESSARY TO INSTALL NEW ROOF. DECK.PREPARE i STRUCTURAL DECK FOR I 8.REMOVE AND REINSTALL ROOF ACCESSORIES AND MECHANICAL UNITS RE-ROOFING PER MANUFACTURER'S, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _E AS NECESSARY TO INSTALL NEW CURBS. REQUIREMENTS 9.CONTRACTOR TO FIELD VERIFY(E) MECHANICAL AND ACCESSORY CURBS TO ENSURE THAT CURB HEIGHTS WILL MEET ROOFING MANUFACTURER MINIMUM CLEARANCES,FOR INSTALLATION REMOVE Lu MECHANICAL EQUIPMENT AND ACCESSORIES FROM CURBS THAT DON'T 0 ! MEET REQUIREMENTS AND EXTEND CURBS TO COMPLY. J NN NNNN NN NN NNNNNNN NN I i , i , � i I ' O ��z1\�1ELu 0 (E)ROOF HATCH U) co REMOVE AND REINSTALL REMOVE(E)GUTTERS J L J I AND DOWNSPOUTS I 11 (E) HVAC UNITS I IREMOVE(E)MEMBRANE ROOF, WALKWAYS,RIGID INSULATION, A� �f / L J L J PARAPET COPING, FLASHING AND �� C F -1 r -i r ANY OTHER LAYERS TO EXPOSE 1! REMOVE AND / L J I LJ \ L -1 (E)STRUCTURAL DECK. PREPARE l REINSTALL(E) / r -1 r -1 \ r-1 STRUCTURAL DECK FOR RE- W HY D HVAC UNIT L J I L J L J ROOFING PER MANUFACTURERS r/Jr Jr Jr Jr JrJr I rJr -Ir -1r7rJr'qrJrJr7r -Ir -1r -ir -I REQUIREMENTS. 270 L JL JL JL JL JL J LJ L J L J L J L J L J L JIB J L JL J L J L J L J L J _ / r -I r -1 (E)HVAC UNITS PORTLAND, ORE ON LJ L J OF $1 � / r r Nennebery Eddy Architects No/ w 921 SW WASHINGTON STREEF SUITE 250 _ ¢I ��! �� I PORTLANDOREGON 97205 'Cp f 503 2274920 FAX Ui / I - \� — — — J w .henneberyeddy.co503 2274866 m / SLOPE SLOPE - I LO / \ REMOVE(E)STANDING SEAM TUALATIN VALLEY FIRE$ .ro / \ + ROOFING,GUTTER AND RESCUE / \ I DOWNSPOUT STATION 51: SEISMIC UPGRADE, RENOVATION, REMOVE(E)DOWNSPOUT AND ADDITION N 8935 SW Burnham Street m I �` , I Tigard, OR 97223 o illl11111111 ' REMOVE(E)SCUPPER I ` i HEA Project no. 12033 AND DOWNSPOUT I I I I I I I I I I I I I I I I I ` ,' I PATCH 8 REPAIR(E) MASONRY WALLS TO REMOVE(E)SCUPPER Date: APRIL9TH,2014 N i ` ,' I CREATE A UNIFORM MASONRY FINISH AND DOWNSPOUT I I I I I I I I I I I I I I I I I Revisions: ami OPO'\TO BELOW.ca i - �; IIIiIIIIIIIIIIIII . I I I I I I I I I I I I I - � ------------- g U J_L1J_L1J_ 1J_LLJ_LlJ-z' ---------- -- ---------------- REMOVE(E)SCUPPER AND DOWNSPOUT REMOVE(E) ROOF, STRUCTURE, Drawn by: CJ DOWNSPOUTS,AND EXTERIOR LIGHTING. Checked by: KW- ITG Sheet: DEMO ROOF PLAN w / ' 1 DEMO ROOF PLAN LJ 1 LU 11 A003 d 0 21 41 81 w A003 M N v Ca*%I t 2014 NenneberyEddy Amhllecm,Inc. 2 O W N E R/TE NANT: ADJACENT TENANT 44'-4" 10 LEASE LINE DIMENSION CL-4 a 11'-0" AFF CL-3 a V-0' AFF CL-I • 9'-I' AFF ICL-I 4 11-6AFF (EXISTING) 3 3 4 '-0" 3'-1 3/4 3'-03/4 G O D I VA E0 Chocolatier GODIVA CHOCOLATIER, INC. 2 I 333 WEST 34TH STREET — - - A , NEW YORK, NY 10001 y PROJECT PLANNER: - TM+ TT CL-I a 9 4 AF1 g / m 2Lb c�0 W 1 m s I A102 ® B5 B5 B5 B5 B5 B5 B F/G m : 763 WJCA INC. 1111 _ - FRANKL NOLAKES, NJ 074NA E 7 4'-0 3'-3 3'-3 3 3'. TEL: 201-848-9060 N r ' FAX: 201-848-9881 01 M L 3 BI B 53 53 BI I ARCHITECT: GEN 5 2 341 0 I A102 - 3'- 3/4" DAVID A. UDKOW SR2 M 1 SCOTT DA E1881 NORTH 1 AZ 852591 3TH +^j` BI BI BI BI BI BI B3 W I \ In I 1 Q U 0 I 5 F O O 0 v 21 4 w z V AIO B3 B3 BI BI 53 BI I BI N N M w U Q \ SR2 �� GEH 9 - 0 Z LIC. 2182 0 Q EXP. DATE: 6/30/16 11 N ul z hl IXC B J tu 2 I & - B1 w GODI VA BI BI (3 4 Chocolatier _ - B4 B4 B4 B4 EQ EQ 3 -1 -� STORE NO: M - - - - - - - �. 524 >t w --- (V \ 0 PROJECT LOCATION: 1 —�- "' 1 5311 B3 53 t B3� WASHINGTON SQ. MALL I 8R2-EM CEH� = I I / \ v I \ -- - t/ \ SPACE B04 I 9585 SW WASHINGTON Lo SQUARE ROAD N ® 2 e ® �- PORTLAND, OR 90703 Lo SR2 XC BI A102 B2 �B2 �B2 B2 152 BI (B3 co I 4'-6 3/4" ' �, N 4. I ISSUE DATE: Q \ U B3 B3- B3 B3 B a NO. DATE DESCRIPTION - 12-11-15 ISSUED FOR BID, W PERMIT AND LANDLORD (1\ REVIEW - - - - - - - SYMBOL KEY Q EQ 2 I 0 SYMBOL DESCRIPTION CL-I a 10'-0' AFF ® 'CEILING' SPEAKER r 0 44'_4" 2'-6" LEASE LINE DIMENSION v ADJACENT TENANT (DREFLECTED CEILING PLAN SCALE: 3/8" = 1'-0" Q 3 5/8" METAL STUDS TO STRUCTURE ABOVE NOT DECK Jc co T FIN. INC REFER C DAVID A. UDKOW r GILI SUSPENDED 5/8" G.W.B. 2182 pt LI J FIN. CEILING I— REFER TO PLANT C ~ SCOTTSDALE, AZ 2 SECTION SCALE: 1 1/2" = 1'-0" LIGHT FIXTURE SCHEDULE CEILING TYPE SCHEDULE 1CL-xsX'-XXIIAFF. I KEY NOTES 0 DESCRIPTION TYPE SYMBOL MANUFACTURER CATALOG NUMBER DESCRIPTION WATTS CALLOUT CEILING NOTES O LEASE LINE - VERIFY LOCATION WITH LANDLOR 5/8" Gm$. ON MTL. FRAMING AT HEIGHT INDICATED ON PLAN. TAPE, D SOLAIS LIGHTING XFRII-X120-25-30V-1450-WH-WH I-HEAD FULLY-RECESSED MULTIPLE, CL-I REPRESENTATIVE. T BI Il (LED INTEGRATED) SPACKLE, SAND, SMOOTH AND PAINT. ONE COAT SEALER, TWO I. REFER TO SPECIFICATIONS AND 6. COORDINATE ALL DEVICE LOCATIONS WITH FLOOD BEAM SPREAD TYP SALES COATS FINISH PER FINISH PLAN EXISTING DEMISING PARTITIONS AND 00 RESPONSIBILITY SCHEDULE FOR GENERAL EXISTING CONDITIONS AND WITH PROJECT O STRUCTURAL ELEMENTS TO REMAIN: PROTECT DRAWING TITLE: co CONDITIONS AND ADDITIONAL INFORMATION. DESIGN INTENT - CLARIFY INTENT WITH TENANT'S 52 O O SOLAIS LIGHTING ><r -XM20-25-25-30v-1450-WH-WH FLOOD N AND FD FLLOOD BEAM SPREAD RECESSED MULTIPLE, 11 (LED INTEGRATED) CL-3 EXISTING G.W$. ON METAL JOISTS AT HEIGHT INDICATED ON PLAN. DURING THE WORK PROTECT AND MAINTAIN REPRESENTATIVE. ALL LIFE SAFETY DEVICE FLOOD TAPE, SPACKLE, SAND, SMOOTH AND PAINT. ONE COAT SEALER, T 2. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS ARE TO BE REVIEWED WITH B3 �O SOLAIS LIGHTING >T -XM20-15-30V-1450-WH-WH I-HEAD FULLY-RECESSED MULTIPLE, SPOT 11 (LED INTEGRATED) TWO GOATS FINISH PER FINISH PLAN PATCH E REPAIR AS EXISTING FIREPROOFING, FIRE SEPARATION AND REFLECTED r SUSPENDED MECHANICAL DUCT TENANT'S REPRESENTATIVE FOR DESIGN INTENT, BEAM SPREAD REQUIRED FIRE RATING. CEILING PLAN DISTRIBUTION SYSTEM AND DIFFUSER BUT FINAL LOCATIONS ARE TO BE XFR12-XM20-15-15-30V-1450-WH-WH 2-HEAD FULLY-RECESSED MULTIPLE, SPOT CL-4 USG CLEAN ROOM CLIMA PLUS "FINE TEXTURED PANEL CLASS LOCATIONS. COORDINATED WITH INSPECTOR OR OTHER B4 O O SOLAIS LIGHTING Il [LED INTEGRATED) 100" 456091. 2" X 4". ACOUSTICAL PANEL CEILING CLASS "A" O SIGNAGE ABOVE. AND SPOT BEAM SPREAD TTP STOCK ROOM FIRE RATING WITH EXPOSED GRID. WHITE TILE, SMOOTH, WASHABLE AUTHORITIES HAVING JURISDICTION. XFRI2-XM20-25-15-30v-1450-WH-WH 2-HEAD FULLY-RECESSED MULTIPLE, AND NON FISSURED. O PROVIDE 18" X 18" FLUSH MOUNTED ACCESS 3. COORDINATE ANY NEW ROOF PENETRATIONS B5 O O SOLAIS LIGHTING 11 (LED INTEGRATED) 0 WITH LANDLORD AND ROOF CONTRACTOR 1. PROVIDE NON-COMBUSTIBLE BLOCKING AND FLOOD AND SPOT BEAM SPREAD PANEL WINDLOGK TR-AP018. BRACING REQUIRED FOR FIXTURE INSTALLATIONI I SOLAIS LIGHTING XFRII-XM20-40M-30V-1450-WH-WH 3" DIAMETER RECESSED FIXTURE 11 (LED INTEGRATED) PROVIDE J-BOX W/ CONDUIT, PULL STRING TO Q 4. ALL STRUCTURAL FRAMING, HANGERS, AND ALL ELECTRICAL COMPONENTS. C O PANEL FOR FUTURE LIGHTING. CHANNELS, RODS AND OTHER FSC LIGHTING (SRI) LOB MISCELLANEOUS SUPPORT STEEL SHALL BE S. PROVIDE ACCESS DOORS FOR PLUMBING, SRI (SRU 4' LED STRIP 25 (INCLUDED) PROVIDED BY THE G.G. AS NECESSARY ELECTRICAL, ETC. AS REQUIRED TO ACCESS SRI-EM [SRI-EM) EMPK-L85-48-I-25WT/4'-40K-SLO-OS (SRI-EM) 4' LED STRIP W/ EMERGENCY BATTERY PROJECT NO: FOR PROPER SUPPORT OF SUSPENDED / EQUIPMENT OR CONTROLS. COORDINATE WITH 154129 Q SUPPORTED EQUIPMENT AND SHALL BE LANDLORD. LOCATIONS TO BE APPROVED BY SR2, FSC LIGHTING (SR2) L85-968'-2-25WT/4'-40K-SLO-OS LED STRIP 50 (INCLUDED) FASTENED TO STEEL, CONCRETE, OR TENANT REPRESENTATIVE. SR2-EM (SR2-EM) EMFK-L85-96-2-25WT/4'-40K-SLO-06 8' LED STRIP W/ EMERGENCY BATTERY 0 MASONRY. G.C. TO COORDINATE WITH DRAWING NO: LANDLORD AND STRUCTURAL ENGINEER AS S. ALL FINISH SURFACES PENETRATED SUCH AS REQUIRED FOR INSTALLATION OF ALL CEILING TILES FOR ANY REASON MUST HAVE XC ® BEST LIGHTING EZXTEU2RWEM-SGL/DBL FACE UNV. LED EXIT EMERGENCY SIGN, RE LETTER UP WHITE HOUSING, 39 [INCLUDED) Al5. EQUIPMENT. AN ASSOCIATED GROMMET APPROVED FOR SEE FIXTURE DRAWINGS AND ELECTRICAL 0 2 Q THAT USE. FG NUTONE (EXISTING) - HD80LNT TOILET ROOM FAN/LIGHT 100W INC. ® DRAWINGS FOR ELECTRICAL REQUIREMENTS. COMBO Q LINE OF CANOPY ABOVE DEPRESSED SLAB FOR WALK OFF GRATING,SEE SLAB PLAN ON A501 PROPERTY LINE BIKE PARKING ALIGN ZI — — — 2 311 5' Ul EDGE OF PARKING STALL _ PLANTER o ;.•' .= v I�IGItl EXISTING - BUILDING - F.O.CONCRETE SLAB Lu SIDEWALK—,*" BUILDING IQ BUILDING Lu (E) LIGHT AND POLE PLANTER ADDITION w IF- co { CONTROL II wU JOINT,TYP Iw IU 0 O 110.0 (E)CONCRETE APRON (E)CONCRETE APRONLU r. - 0. _ F.O.CONCRETE STEM - - - - - - - - - - - w - - Z (E)GENERATORfr 44 (E)PROPANE O TANK I a SIDEWALK 5'-0' 5'-0" 5 _0, (E)LAN DSC ING FITNESS ENTRY PLAN ® � I C- I Z Q o Z 2 5 -T LU A1o10 0D ! � (E)BUILDING (E)SIDEWALK (E)SIGN IF Uj - --- --� LU rr U) (E)FLA POLE J Q J IZ. I Q 2 U � I s I co g Z I I I Wco EL ¢ ¢ I BU DING ADDITION a SIDEWALK ,I (E)LANDSCAPING REPLACE -- — -- (R� (E)FDC HATCHED AREA I ALK IN (E)FIRE HYDRANT I W 8'X20'CONNEX BOXES HI 270 (E)HYDRANT - PORTLAND, OREGON (E) LANDSCAPING RECONSTRUCT PARKING, On O��O SIDEWALK CURBS,AND RAMP L 1' TOADASTANDARDS u n/�Qh d (E) LIGHT AND POLE Hennebery Eddy ca - - -- -- -- - -_ - - - Architects al TRENCH RESCUE n/ < 921 SW WASHINGTON STREET SUITE 250 Z - - - PORTIA50205 322749207 FAX - lL 503 2274860 TEL w .henneberyeddy.com ' - (E)LIGHT AND c - - - POLE TUALATIN VALLEY FIRE& o .6- RESCUE STATION 51: SEISMIC ILL (E)TRE UPGRADE, RENOVATION, ;' AND ADDITION N 8935 SW Burnham Street Tigard, OR 97223 CaU - HEA Project no. 12033 N Date: APRIL 9TH,2014 > Revisions: a� m PROPERTY LINE O 0 cc Drawn by: CJ Checked by: KW- ITG Sheet: SITE PLAN I CL SITE PLAN W A101 1/16" = 1'-0" U Cnv 0' 4' 8 16' � 6i PROJECT O vAl N NORTH � W ia Co{rydght 2014 Hennebery EddyAichbcts,Inc. ARCHITECTURAL METAL ROOF PANEL NOTE: WALL ASSEMBLY LOCATIONS ARE SHOWN IN PLANS AND WALL SECTIONS ROOF MEMBRANE ROOF INSULATION WITH NAIL BASE (E)ROOF SHEATHING _ — -_• _- _ - WHERE(E)SHEATHING IS REMOVED FOR INSTALLATION MCM WALL PANEL SYSTEM I, OF SEISMIC MEASURES, SQUARE PROFILE METAL PANEL, ' PROVIDE NEW SHEATHING TO FINISH TO MATCH MCM PANEL----,- MCM WALL PANEL MATCH GYPSUM WALL BOARD MCM WALL PANEL SYSTEM ROOF MEMBRANE MCM WALL PANEL SEE ROOF ASSEMBLY CARRIER SYSTEM 1"FURRING CLIP (E)TJL TRUSS CONCEALED FASTENER PER WOOD STUD FRAMING SHIM AS REQUIRED CLOSURE STRIP MANUFACTURER WOOD STUD FRAMING SHIM AS REQUIRED I MINERAL FIBER BOARD INSULATION GLASS FIBER BATT INSULATION 1"FURRING 1"FURRING CLIP CLIP WATER RESISTIVE BARRIER WALL SHEATHING MINERAL FIBER BOARD GLASS FIBER BATT INSULATION GLASS FIBER BATT INSULATION INSULATION R1 R1 - METAL ROOF OVER (E) STRUCTURE WATER RESISTIVE BARRIER WATER RESISTIVE 11/2 = 1' O° TPO MEMBRANE ROOFING SYSTEM WALL SHEATHING BARRIER COVER BOARD WALL SHEATHING WOOD STUD FRAMING ROOFING INSULATION MININMUM R-20 OF WALL SHEATHING GYPSUM WALL BOARD CONTINUOUS INSULATION SHEATHING VAPOR RETARDER E9 - SQUARE FACED METAL PANEL, OVER WOOL) STUD E5 - METAL PANEL, OVER WOOD STUD @PARAPET E1 - METAL PANEL, OVER WOOD STUD E9 1 1/2" = V-0" E5 1 1/2" = V-0 E1 1 1/2" = 1'-0" STRUCTURAL METAL DECKING !_ STRUCTURAL BEAM 2.. 21/4.. 2.. R2 -TPO ROOF AT ADDITION ROOF MEMBRANE R2 SEE ROOF ASSEMBLY 1 1/2" = 1'-0" SHIM AS REQUIRED i WALL SHEATHING 7/8"FURRING CHANNEL MCM WALL PANEL SYSTEM ( MCM WALL PANEL ° 1- WOOD STUD FRAMING MCM WALL PANEL SYSTEM SYSTEM GYPSUM WALL BOARD GYPSUM WALLBOARD TPO MEMBRANE ROOFING SYSTEM SHIM AS REQUIRED s - • POLYISO RIGID INSLUATION COVER BOARD i (E)MASONRY WALL ,•"' e CAST IN PLACE CONCRETE 1"FURRING CLIP WOOD STUD FRAMING ROOFING INSULATION j I WATER RESISTIVE BARRIER---\ 2"FURRING CLIP VAPOR RETARDER % WATER RESISTIVE BARRIER 1 FURRING - _ (E)RIGID INSULATION ' MINERAL CLIP (E)ROOF SHEATHING I BOARD INSULATION (E) ° ` GLASS FIBER BATT WALL SHEATHING INSULATION i WALL SHEATHING I WATER RESISTIVE (E)GYPSUM BOARD _ ( CEMENT BOARD BARRIER I I WALL FINISH ff I UPI r a, _ - e WOOD USS E OD TR IIJ I - R3 R3 - TPO ROOF OVER (E) STRUCTURE 0 3 - GYP BD, OVER (E) MASONRY WALL E10 E10 - METAL PANEL AT PARAPET, NO INSULATION E6 E6 - METAL PANEL, OVER WOOD STUD @ INFILL E2 E2 - METAL PANEL, OVER CONCRETE 1 1/211 — 1 0 1 1/2 — 1 -0 1 1/2 — 1 -0 1 1/2 — 1 -0 O 1 1/2" = V-0" U - O MCM WALL PANEL SYSTEM ROOFING MEMBRANE 1 1/2" Iill +• _ SEE ROOF ASSEMBLY TPO MEMBRANE ROOFING SYSTEM GYPSUM WALL BOARD 2"FURRING CLIP SHEATHING ° ,; .+: SHIM AS REQUIRED r a WALL SHEATHING MCM WALL WOOD STUD FRAMING ' ( • ' CAST-IN-PLACE CONCRETE WALL PANEL SYSTEM ; MCM WALL PANEL SYSTEM �� STRUCTURAL METAL DECKING GYPSUM WALL BOARD ° SHIM AS , .� .;� 2"FURRING CLIP W/BLOCKING r R4 - ROOF ASSEMBLY AT CANOPY REQURIED �MPORTLAND ... 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SEAL TO(E)VAPOR RETARDER AT 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 .1/2" = 1' 0" ry y `° ° ''°'- PERIMETER OF NEW SLAB,OMIT o AT EXTERIOR SLABS TUALATIN VALLEY FIRE E RESCUE o COMPACTED GRAVEL SUB-BASE STATION 51: SEISMIC UPGRADE, RENOVATION, CHOKE WITH SAND Cf) NATIVE SOIL OR AND ADDITION Cl)N ENGINEERED FILL 8935 SW Burnham Street III-I -III—III—III—III y611 Tigard, OR 97223 ca ° IIIII-III IIIIII-III-I _ III=III=IIIIIIIII-III 4• HEA Project no. 12033 a 7/8"FURRING CHANNELS EACH SIDE ° WATER REPELLANT SEALER, I ; ° Date: APRIL 9TH,2014 WHERE INDICATED GYPSUM WALL BOARD Revisions: WOOD STUD FRAMING FLUID APPLIED Cr m F1 °• •'•- ; GYPSUM WALL BOARD WATERPROOFING F1 SLAB ON GRADE ACOUSTIC INSULATION, 0 1 1/2" = 1'-0" WHERE OCCURS R-15 EXTRUDED :.;} �.,. -� a :•.', VFURRING CLIP POLYSTYRENE °.. _ ° I:•. - .' ' O. SUSPENDED CEILING SYSTEM INSULATION,EXTEND DOWN FURRING CLIP CAST IN PLACE CONCRETE GRADE24 BELOW r' Drawn by: CJ/CC SPACE PER MANUFACTURER : 1"EXPANDED POLYSYRENE CAST IN PLACE CONCRETE I :' RIGID INSULAITON Checked by: KW-LTG GYPSUM WALL BOARD ! °.:_ .:• - : Sheet: e I '' CAST IN PLACE CONCRETE ASSEMBLIES JJ O MCM PANEL SYSTEM GYPSUM WALL BOARD : m; ,y'• I CONTINUOUSALUMINUMTRACK ° ,..- PANEL CLIP I Ll l a (n tp Ci C1 - MCM PANEL SOFFIT 5 - GYP BD, OVER WOOD STUD, ONE SIDE 2 - GYP BD, OVER CONCRETE E8- CONCRETE STEM WALL E4 - CONCRETE STEM WALL W/INSULATION H 1 1/2" = 1 -0 0 1 1/2" = V-0" O 1 1/2" = 1'-0" EB 1 1/2" = V-0" E4 1 1/2" V-0" LU A200 tl DopnM 2014 Hennebery EddykahNacts,Inc. FLOOR PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF FRAMING OR TO FACE OF EXISTING 8' 11 1/2„ WALL FINISH UON- PATCH WALL WHERE 2. ALL NEW INTERIOR PARTITIONS TO BE PARTITION TYPE 1 B.N> LON. HEATER WAS REMOVED ADACLEARANCE 3. SEE ROOM FINISH SCHEDULE FOR FINISH. (48"40") 3 A301 4 Aao, A401 PARTITION TYPE MATRIX, REFER TO AG02 2 FOR ASSEMBLY TYPE to (E) PUBLIC ASSEMBLYTYPE (E)TOILET/ TOILET (E) ENTRY SEE A200 ADDITIONAL REQUIREMENTS,IF ANY STOR _ i I 17 - SHWR. 105 106 . 121 i - I - - 102 p (E)PLUMBING 2 1A _�_ FRAMING SIZE PARTITION HEIGHT,WHERE APPLICABLE 04 1A> Ir - r- PUBL�C WALL -- 4_ I � F__ 1221 TO1221T ADA CLEARANCE � I (,t-8"X 5'-0� ADACLEARANCEFRAMING ADDITIONAL PARTITION HEIGHT (48'k30") - OUTSIDE (E) STUD SIZE REQUIREMENTS _ - STORAGE E SHOP COMMUNITY E FLEX (NOMINAL) A-ACOUSTIC — — — — — —STRUCTURE ADJUSTABLE WALL A RECESSED DIAPER 100 101 1 ROOM 104 RELOCATE(E)LOCKERS, B=2x4 n < cl INSULATION MOUNTED SHELVING m CHANGING STATION J 103 ATTACH TO WALL C=2x6 I I LINEAR FLOOR DRAIN RECESSED FIRE ALARM f I �, . D=Dc8 ANNUNCIATOR PANEL INFILL(E)OPENING I`� _ _CEILING PATCH WALL WHERE SHOWER WAS REMOVED I \ GYPSUM AND SHLF BLOCKING WAS INSTALLED �� j BOARD,TYP �\ MASONRY FLOOR 3 =ENLARGED PUBLIC TOILET FLOOR PLAN J� SIZE NOMINAL + < > E= s CMU PARTIAL HEIGHT WALL A201 1/4" = 1' 0" _ = TO UNDERSIDE OF CEILING + GYPSUM BOARD EXTENDED ABOVE CEILING MIN.6", BRACE FRAMING AS 2 3 REQUIRED TO CEILING A401 - < FRAME TO STRUCTURE, GYPSUM 15'-2" BOARD EXTENDED ABOVE CEILING 6"ON ONE SIDE,GYPSUM BOARD 3 EQ EQ I EXTENDED TO STRUCTURE ON OTHER O z = x _ SIDE Cl) LLI LL Z > FRAME AND GYPSUM BOARD TO LL O 0 (E) STRUCTURE a .1 FACE OF APPARATUS EXISTING WALL. BAY GENERAL MATRIX NOTES: 107 1. STUD SPACING @ 16"O.C.LION,OR AS REQUIRED BY FIRE RATING, 128A WHICHEVER IS STRICTEST. 10 A701 8 r (20 MIN) + ji CORNER GAURDS BOTH SIDES � I 2.5/8"GYPSUM BOARD UON. i 7 a 5'-0"MIN CLEAR ¢ ,a m 1 -6, 3.TYPE X GYPSUM BOARD ON RATED PARTITIONS. D028 3 v CLR 4.ACOUSTIC SEAL AT PERIMETER AND PENETRATIONS OF INDICATED TO HAVE ACOUSTIC INSULATION. 18= 1 B.A7 HR> ALIGN FACE OF WALL WITH BED RAILS 9 A701 ¢ FACE OF HALLWAY WALL. (E)ELEC. 5.MAINTAIN FIRE RATING BEHIND FIRE EXTINGUISHER CABINETS, ELECTRICAL _I 5 7c� e m ¢ CLOSET (E COMM. CABINETS,STRUCTURAL ELEMENTS AND OTHER RECESSES. REMOVE GYPSUM BOARD/EXTEND 903 FRAMING TO STRUCTURE 108 109 6.THE PROJECT MAY NOT UTILIZE ALL ITEMS ON THE MATRIX. ¢ FEMALE ON LOCKER ROOM SIDE FILL CAVITY 10 = LOCKER WITH UNFACED BATT INSULATION. r - CAULKAT ALL PENETRATIONS AND m r T OUTLET BOXES COVER WITH GYPSUM \\\ I A701 i BOARD AND TILE WAINSCOT.EXTEND I: EJC WALL TO UNDERSIDE OF ROOF j - 12'-0" 1B- r Jo� L SHEATHING. - 112 \ MIN. CLR 6 EQ LOCKERS n 19 - URN CLEARANCE E6 3'X 4'CLEAR 5,_8,. 4 3'-6" r 5'-0" I 60"B60"ADA T-T III - - -- -— / �J/) J OPENING, WITH E6) FOR ADA I MIN. CLR ---------- _ (E OR 1 MI IFY(E) DOOR TO (E)MALE I MECH mE STOR/ �E EMS I 21 FO FINISH 110 PVIDE LOUVER LOCKER WALL ASSEMBLYBECOW; 115 116 -� LL d FMAKE-UP AIR j PATCH AND PAINT WHERE 22 A701 2 a A701 b ¢ 812 w 113 OCCURS AT INTERIOR,TYP ' I d T - E6 i i o EA I _ CLEAR 24 w io i 114A I j Cl) j Cl) 4 14 A701 13 m L L- -J WALL MOUNTED BENCH I I _ - -�� A701 UPS E FLEX FULL HEIGHT CABINET 2'-3" r FD 1 g 23i 12 T o ¢ 114 120 D = U c 4 D DORM o ci A701 tA> ) 111 (E) MALE (E) MALE — -- A MINIMIZE FURRED WALL 11 f DEPTH WHILE 02Cl) r I LNDR SHWR TOILET. ,_I WMPORTLANDOREGON MA NTAINING FIT OF FO FINISH 119 W aLAUNDRY HOOKUPS 17 118 ( /S1 OR -- -- � ----- --- ----STACKABLE WASHER/DRYER x x %SHOWERDOOR N 1 DORM 3 CABINET ABOVE ALIGN FACE ADA SHOWER g w A40 " w I 1 O — I ACCESSORIES N a O O 128 P Q W/FULL HEIGHT CABINET LL LL I O ALIGN HALLWAY T � Oi' 01° MINIMIZE A201 I 124 v NTRY FURRING DEPTH 1'-911 g - w.•, c; 123 Nennebery Eddy - DEPRESSED ADA SHOWER SLAB AREA A301 .. LL ro 3'-1"X3'-31/2" I FEMALE I p'� .� - CPT '.:FARE... ,(E)REFin TYP �/l A ('11 r vl - 5'- 111/2" +/- 3'-8" 5'-8" 4'- 11" 5 I LOCKER I . �E) Arc acts E rJ ! N MIN.CLR LINE OF CANOPY I 129 I DAYR�OOM ? : , KL CHEN (�OFFICE hI ABOVE I I 125 { 126 r 127 921 SW WASTE 2 50 PO TIAND ORE ONDI97205 4 ENLARGED WOMEN'S LOCKER ROOM I J -, _ - _ __ 2 -- ------ 5032274920 FAX w A201 1/411 = 1'-0" A501 I I �4l 03 227 4860 TEL UI —— ——— —— — — —+————— I--,� _ ww .henneberyeddy.com TUALATIN VALLEY FIRE$ 4 I i I /' a ;.I I 3 A301 RESCUE STATION 51' SEISMIC ------------- UPGRADE, RENOVATION, Cl) LL Cl) AND ADDITION a , 8935 SW Burnham Street LINE OF ROOF I Tigard, OR 97223 c� OPENING ABOVE , (E)CASEWORK TO RECEIVE HEA Project no. 12033 J I FITNESS DININCa PATIO I DRAWERS,CABINET I 130 �$1_ '; (COVERED) Date: APRIL 9TH, 2014 cw FRONTS,AND HARDWARE. I :. . Y•',, I REPLACE COUNTER Revisions: 2 I e I UBSTRATE AND FINISH. i� A401 . . .. .. .. . . ... .. S o _ • ' I CABINETS TO MATCH •$ / DISTRICT STANDARDS. ——— ——————— — ————— —— — ---4------- ------- --------- - --------- Cr U 371 A301 4 A401 Aao1 Drawn by: CJ/IG Checked by: KW-ITG Sheet: FIRST FLOOR PLAN ! a LL] N U) 1p Nlzr 1/8" POLAN - LEVEL 1 o' 2' 4' S' U_iA201 d 777 v CopydgM 2014 Nennebery Eddy Archftam,Inc. i I ' 3 1 ROOF PLAN NOTES A401 806 T.O.LEDGER AT C SUMP CORNER 1. SEE AG02 FOR ROOF TYPES i ROOF SCUPPER 173.15' TO DOWNSPOUT - — 2. CONFIRM LOCATION OF ALL PENETRATIONS PRIOR TO 1 --- - --- - -- I ! WORK. 06 106 R3 3. NOT EVERY PARAPET WALL.COPING,CURB AND 2 (E)T.O.LEDGER AT ROOF SCUPPER TO DOWN POUT 06 ROOF SCUPPER TO DOWN SPOUT FLASHING CONDITION IS ILLUSTRATED OR DETAILED. CORNER j PROVIDE ROOFING, BLOCKING, FLASHING REGLETS, 172.5' (E)T.O. LEDGER AT COPING ETC.TO INSTALL A FULLY WATERPROOFED CORNER ASSEMBLY IN ACCORDANCE WITH THE ROOFING SUMP (E) EXHAUST FAN SUMP 17P.5 MANUFACTURE'S RECOMMENDATIONS,WARRANTY SLOPE �� SLOPE— REQUIREMENTS AND THE DESIGN AND REFERENCE STANDARDS OF SMACNA'S ARCHITECTURAL SHEET METAL 1:11:1 ❑ El El El ❑ ❑ 1:11:11:1❑❑ ❑❑ ❑ ❑❑ ❑ ❑❑ ENSURE EMANUAL;CURRENT ADDITION. � I Jk"I (E)MECHANICAL UNIT 4.CONTRACTOR TO FIELD VERIFY(E) MECHANICAL AND ACCESSORY CURBS TO WALKWAYEl R3 jF�pPtVN�❑ DOWN SPOUT FROM MEET ROOFING MANUFFACURMINIMUM CLEARANCES. RES '(PN (qp USTSVS GUTTER TO SPLASH BLOCK FOR INSTALLATION REMOVE MECHANICAL EQUIPMENT 05 (E) ROOF HATCH pRO(��TF�O (E)T.O.LEDGER PPpPPp� ❑ AND ACCESSORIES FROM CURBS THAT DON'T MEET REQUIREMENTS AND EXTEND CURBS TO COMPLY. p CRICKET �'C/NE 173.15' CRICKET a (E)T.O.LEDGER - { DOWN SPOUT FROM U (E)T.O.LEDGER 173.15' S.COORDINATE LOCATION AND QUANTITY OF ROOF i GUTTER TO SPLASH BLOCK 173.15' GUTTER TYP. n WALKWAY PADS WITH MECHANICAL UNIT MAINTENANCE ACCESS REQUIREMENTS. 6.EXISTING STRUCTURE IS SLOPING.CONTRACTOR TO PROVIDE ROOFING INSULATION, MAINTAIN EXISTING Ell SLOPES,AND WARRANTY THE ROOFING SYSTEM. 8 MA 7.FIELD VERIFY ELEVATIONS,WHICH ARE INDICATED ON EXISTING DOCUMENTATION. 8.PROVIDE CRICKETS PER MANUFACTERER'S REQUIREMENTS TO PROVIDE DRAINAGE WITHOUT PONDING. 9.ROOF ELEVATIONS SHOWN ARE PER EXISTING 1 DRAWINGS. ELEVATIONS REFERENCE TOP OF CONCRETE 805 SLAB AT 159.5'. RIDGE CAP � I STANDING SEAM METAL ROOF SYSTEM R1 I. O j 9 i GUTTER TYP. a 0w (E)MECHANICAL UNIT OJ (E) ROOF HATCH O (E)T.O. LEDGER (E)T.O. LEDGER AT vJ A80 ❑ 173.88' + CORNER (E)T.O.LEDGER AT 173.38' CORNER ❑ ❑ e r 173.38' ® A806 _ DOWN SPOUT FROM GUTTER ❑ ❑ TO SPLASH BLOCK DOWN SPOUT FROM GUTTER TO SPLASH BLOCK EXHAUST FAN AND CRICKET- ❑ ❑ ❑ 806MOL WALKWAY ❑ ❑ ARC (E) MECHANICAL UNIT L A ❑❑� ❑ ❑ ❑ ❑ ❑❑❑ ❑ ❑ ❑ STANDING SEAM METAL ROOF SYSTEM R1 SIM. (E)MECHANICAL UNIT �p ❑ RIDGE CAP HY 1 � �'� ❑ 3 270 y 806 ��JQQp� 806 PORTLAND, ORE ON ❑❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ 4A ® ® OF Ogg' CRICKET CRICKET 90 T 05 SIM 12'-2"MIN. w (E)MECHANICAL UNIT EXHAUST FAN AND CRICKET o e Hennehery Eddy Y _ ¢ 3 � 805 MECHANICALUNIT R3 O ca 9'-5" AND CRICKET m ? e � A805 SIM Architects o METAL CANOPY OVER DOOR "s —SLOPE SLOPE w � Will hI. E 250 SLOT DRAIN AT CANOPY 7 PLUMBING EXHAUST � w 3 GUTTER 921 SW WASHINGTON TLAND ORE ONU197205 A40 (E)T.O.LEDGER O °� � DOWNSPOUT 503 2274920 FAX w z NORTH WALL z a w I SUMP so3 z27 aaeo TEL O F.O. MCM WALL PANEL (E)T.O.-LEDGER g , 173.14' O a www.henneberyeddy.com NORTH WALL b 806 v (E)T.O.LEDGER _ O 2'-3" O 16'-3 1/2" O w 172.5' DOWN SPOUT& LL SOUTH WALL 7UALATIN VALLEY FIRE& o a b0 172.5' O SUMP OVERFLOW SCUPPER p RESCUE 78 F.O. (E)MASONRY WALL _ LL ROOF SCUPPER AND DOWN SPOUT CC: oa SLOPE , STATION 51: SEISMIC 1 y o 14 so3 � w OW UPGRADE, RENOVATION, Cl) - I 2 Vq� SLOPE o SLOPE 07 - _ AND ADDITION Burnham Street C\jA4o pQ�� s 06 FyMrNs<QpE ¢ 805 5\OQ�1($ 1 ® i ~SLOPE 12 603 8935 SW Tigard, OR 97223 5 6CUPPER To 03 DOWNSPOUT WITH n 1 HEA Project no. 12033 p. M7 SPLASH BLOCK a a s w s Date: APRIL 9TH,2014 J of bRAIN&OVERFLOW DRAIN p s Revisions: ca I U)I ca 0 O 801 A40 - 804 A40 A801 A40 803 A40 Drawn by: CC Checked by: KW-ITG Sheet: EQ EQ ROOF PLAN 0_ LI J M C!A ROOF PLAN Ago 1,$' — 10 A202 N 0' 2' 4' 8' LU CopyNht 2014 Hanwbery Eddy kchRecro,Inc. i EXISTING BUILDING ' ADDITION - 1 I i METAL ROOF RAKE FLASHING SYSTEM A40 A402 A401 ELEVATION NOTES 1e1. BUILDING ELEVATION 0'-O" =TOP OF(E)FINISHED FLOOR 806 PARAPET CAP SYSTEM ,TYP. BUILDING ADDITION 2. DIMENSIONS SHOWN ARE FOR DOORS,WINDOWS,AND OTHER J �--- - - —— — — — — — - FINISH SURFACES, REFER TO PLANS FOR OVERALL BUILDING — - --- -- -- - --- - _....... DIMENSIONS T.O. PARAPET n RE APPROXIMATE AND SHOWN FOR - �- 3 GRADE LINES INDICATED A ---- ----- - 121-811R EFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS. 4. ALCEXTERIOR WALLS SHALL HAVE THERMAL INSULATION. 5.i REDIMENSIONS ARE SHOWN TO DIMENSION POINT(DIM.PT.)OF . I I I FIRST FLOOR n - ---- --1 ---------- - 01-0" 5je3 l NORTH ELEVATION A301 1/8" = 1'-0" 2 a 3 805 A401 A401 STANDING SEAM METAL ROOF SYSTEM R-1 I —EXISTING BUILDING I ADDITION— PARAPET CAP SYSTEM,TYP. o I T.O MASONRY @ APP BAY GUTTER AND DOWNSPOUT 16'-3" T.O. (E) MASONRY _. SCUPPER AND DOWNSPOUT ( � 14'-8" T.O. (E) MASONRY --.-- - 14'-8" I I T.O. PARAPET C3 I 12'_8" SCUPPER AND DOWNSPOUT - -- — _ BUILDING ADDITION ------------ - -- -- -�I I I � J FIRST FLOOR y _..--- __..___-___i I FIRST FLOOR la, 0'-0" MCM WALL PANELI --------- - 0' 0', A302 I J 2 EAST ELEVATION - EAST ELEVATION FITNESS ENTRY _1A301 1/8" = 1'-0" METAL ROOF RAKE FLASHING SYSTEM ADDITION I EXISTING BUILDING - I - STANDING SEAM METAL ROOF SYSTEM R-1 2 2 1 PARAPET CAP SYSTEM,TYP. - �A401 A403 .. - BUILDING ADDITION —— ---- -- - �gED ARC n T.O. PARAPET 12'-8" F7:7 x 270 -3 E-11 - PORTLAND, ORE ON _ OF Ogg T 7, Hennebery Eddy LL Architects Inc 3 SOUTH ELEVATION i. C\J' A301 1/8" = 1'-O" 9215W WASHINGTON STREET SUITE 250 N 97205 F- PORTlA503 22747 920FAX Z W 503 2274860 TEL U - w .henneberyeddy.com a 2 TUALATIN VALLEY FIRE& - o 3 A805 lid Aao1 A401 aos RESCUE ca Cr STATION 51: SEISMIC UPGRADE, RENOVATION, - GUTTER BEYOND CIO AND ADDITION cw SCUPPER AND STANDING SEAM METAL ROOF SYSTEM R-1 - 8935 SW Burnham Street m DOWNSPOUT BEYOND Tigard, OR 97223 J v 7 4 3 2 1 o A40 4 A 0 GUTTER BEYOND HEA Project no. 12033 N Date: APRIL 9TH,2014 ------ Revisions: J n� BUILDING ADDITION -- - --- - -- ----=- -------- --- ---- --- ---------- - - o - - - - - -_ T.O. PARAPET n -� I -- 12'-8" I ! SCUPPER AND DOWNSPOUT Drawn by: CJ A ' Checked by: KW- ITG Sheet: EXTERIOR ® FIRST FLOOR ELEVATIONS ----------- ------ -- A3o2 H W ---- -- - CL U) a Lp WEST ELEVATION a' A301 1/8" = 1'-0" � A301 N W IZ v Corryrlght2014 HenmberyEddyAmhb=,Inc. T-43/4" 101_0" 101-0" 10'- 11/4" 13'-41/2" 2'-61/4" 2'-5" 2'-5" 2'-5" 2'-5" 2'-5" 9'-93/4" 5'-53/4" EQ EQ z z z z z O 0 O - O O 1 1 e CURTAIN WALL ALUMINUM ROLLED SEAM AT COPING TYP. � e A803 A801 04 801 - - WINDOW SYSTEM TYP. �ALIGN W/CENTERLINE OF O O O MULLIONS AND JOINTS TYP. O LL LL LL LL d T.O.PARAPET n ~ ~ 1 ~ 104 ~ 803 803 121-811 801 2 ALIGN MCM WALL PANELS A801 A808 JTAt IGN 0 0 .L3PEh1 � ' ' ' OPEN o 1 12- pq 00 11 03 11 1JT 0 03 804 ,v Of€N 10 m TG TG TG ' TG TG TG �\ z in 8 01 01 " N , 6\ ¢ B.C. MULLION / � U 1 3 A803 - -' ti' - "T _ o ' ' _ _ ' _ c1. • - - - U' - -. - _ -. - - - O - - - - - - - - - - - - �-. - - �. e FIRST FLOOR T.O. INTERIOR SLAB,TYP- WRAP FLASHING AT ENDS 0'-0" i SQUARE PROFILE ALUMINUM SNAP CAP TYP. CONCRETE STEM WALL 4 13 AND MITER AT CORNERS,TYP. 3 ALUMINUM PANEL METAL PANELS,TYP. 3 RECESSED STEP LIGHT 03 RECESSED STEP LIGHT SCREEN ASSEMBLY ALUMINUM FLASHING CHAMFER RECESSED STEP LIGHT 801 04 TYP EXPOSED CONCRETE CORNERS CENTER ON SCREEN CENTER BETWEEN (28)TUBES ALUMINUM PROFILE 1 WEST ELEVATION MULLIONS CAST IN PLACE CONCRETE WALL (29) EQUAL OPENINGS A30 1/4" = 1'-0" LINEOF(E)BUILDING 5'- 111/2" 3'-41/4" 4'- 11 1/2" � 5'- 1 3/4" EXISTING BUILDING 5 LINE OF(E) BUILDING z z SIM,OMIT Z- SIM,OMIT Z- . - 807 807 0 O PURLINS PURLINS LINE OF(E) BUILDING OVERFLOW SCUPPER 102 9 g 101 g 03 803 03 ' 14 CANOPY AT FITNESS ENTRY 602 O O T.O. PARAPET CANOPY T.O. PARAPET T.0, PARAPET — _ 12'_8 -- 12' 121-8" ? z � O IT- 5 m 8 E h 014—@ N 803 N JT. T.O. MULLION JT i 71 JOINT JL cZ7 10 SIM,OMIT 2" EQ. 4'-0" EQ. 3'-0" MIN, i o % 5 o VERTICAL MULLION ` J o MCMWALLPANEL 603 VERTICAL OS 6 801 BEYOND OPEN ' OPEN o - - ih o M - i TUBES c� o B.O. MULLION,, �� 10 jT'G 11 JT. JT. in JT 03 JOINT DRYER VENT i7 ° ALUMINUM BRAKEi4 9METAL FRAMEwMCM WALLPANEL TG TG N -1 A801 b A802 � B.O. MULLION 1 803 (E)MASONRY WALL SIDEWALK / / = B.O. MULLION 3 M 08 1, 3„ B.C. MULLION _ 807 FIRST FLOOR FIRST FLOOR /7 / w c) 2III w FIRST FLOOR Aaoa n FIRST FLOOR04 04 0'_0" 01-01 0' 0" 0'_0" EXTERIOR ELEC. OUTLET. 1/2"CHAMFER CENTER ON.WALL 33 4e 1/2"CHAMFER e 15 108 6 2 802 FINISH TO MATCH MCM A802 804 CONCRETE 803 A803 (E) OPENING 5'-0 1/2" WALL PANEL STEM WALL 3'-2 1/2" EQ EQ ' FIELD VERIFY (9)TUBES 6'- 1/2" (10) EQUAL OPENINGS LOCKER ROOM WINDOW ELEVATION ('4-N`\ ENLARGED EAST ELEVATION FITNESS ENTRY ( 3"` ENLARGED NORTH ELEVATION FITNESS 2 ENLARGED SOUTH ELEVATION BBQ AREA 1/411 11-011A30 1/411 = 1'-0" A30 1/411 — 1 -0 A30 1/4" — 1 0 �gED ARC LINE OF(E)BUILDING (E)MASONRY WALL 2'- 11 1/2" 3'-0" 3'-0" 31-33/411 EQ EQ LINE OF EXISTING BUILDING MCM PANEL AT, 14 2 --- - _ . -- ---- PARAPET FACE 803 14 5 q W HY { OVERFLOW SCUPPER 10'-4" _ . 03 04 807 270 11 2 T.O. PARAPET T.O. PARAPET T.O. PARAPET eo3 - _ — — — PORTLAND, ORE ON 12'-8" 12'-S" WELDED WIRE TRELLIS 121-811 - OVER FLOW SCUPPER ANCHOR TO WALL PER I I ao MCM WALL PANEL �� (\I --- - _ - MANUFACTURER REQUIREMENTS � �� ev JOINT BEHIND DOWNSPOUT OF 0 Ln JT \ / WELDED WIRE ALIGN `I11 DOWNSPOUT Hennebery Fddy F9 1 TRELLIS /r /r � bPEN' � O�E�' � ' 03 / OPEN OpfiIQ DOWNSPOUT i CENTER ON c � � SIM, OMIT o ' 03 _3111111011/ \� '� ``� r 3 JOINTBEHIND 2'W"TUQES �—� - - - - Architects v SIM,OMIT B.O.MULLION o \ / 2"x2"TUBES OS III . JI OPEIGTO JT 8 0 0 - 10 BE`IOND 10 03 o m 804 JT 921 SW WASPO TLAND ORE OSUITE97205 603 503 2274920 FAX F- 3 / \\ MCM WALL _ + rE)T in ul - m TG 7 503 227 4860 TEL Ui - 9 T PANEL - - www.hennebe edd xw 03 \ 50 7 B.O. MULLION Q b ry y (E)WINDOW m o _ 1'-3" TG G G 804 TUALATIN VALLEY FIRE 8 J o g RESCUE m \ co 2 FIRST FLOOR = FIRST FLOOR A804 FIRST - FIRST STATION 51: SEISMIC I FLOOR r I FLOOR 04 i 0'-0" 01-011 01- 011 OPENING IN TRELLIS 0'-0" EQ EQ UPGRADE, RENOVATION, SCREEN PANEL ASSEMBLY FOR TAPOUT RESET 8 10 7 Cl) 80.3 SCREEN PANEL ASSEMBLY OPENING IN TRELLIS FO OUTLET 1/2"CHAMFER r 804 808 gp7 AND ADDITION 0C\l 1/2"CHAMFER HOSE BIBB OPENING IN � CONCRETE STEM WALL Tigard, OR 97223 TRELLIS FOR GAS CONCRETE STEM WALL CONCRETE STEM WALL 8935 SW Burnham Street CONCRETE STEM WALL CONNECTIONS - 0 RECESSED STEP LIGHT HEA Project no. 12033 a N 1'-2 1/2' 9'_ 1 1/2" FROM T.O.INTERIOR SLAB Date: APRIL 9TH,2014 Revisions: BBQ AREA WEST ELEVATION �S BBQ AREA SOUTH ELEVATION ( 7. \ BBQ AREA EAST ELEVATION �� BBQ AREA NORTH ELEVATION 10 1/411 11-011A30 1/411 = 1'-0" A30 , 1/411 = 1'-0" A30 1/411 = V-0" m U Drawn by: CJ Checked by: KW/IG Sheet: ENLARGED ELEVATIONS r 1 LL LU f 1 _ U) H — w�c A302 . - - - CopydOM 2014 Hennebert'EddyArchitecis,Ira:. I a A40 A40 A40 T.O. PARAPET all 12'-8" 7 I I I I I I I I I I I I I I I I i FITNESS I I DINING I I PATIO AREA I 30 131 I I (COVERED) I FIRST FLOOR — A40 A403 A403 A40 2 EAST EST SECTION AT NEW ADDITION A401 1/811 = 1'-0" 1 1 T.O MASONRY @ APP BAY Q ¢ A401 BUILDING ADDITION 16-3, — — Ha 7 T.O. (E) MASONRY — — — 14'-8" T.O. PARAPET n I I I I (E) llll�--MECH.DUCT APPARATUS - E SHOP BAY (E DORM 1 (E DORM 2 FEMALE I I FITNESS LOCKER I I 101 107 - 110 111 129 130 FIRST FLOOR FIRST FLOOR n 0'-0" 1 , Sim 0'_0" J4 Aao NORTH/SOUTH SECTION A401 1/8" = 1'-0" ARC H D _ 270 —3 cc PORTLAND, OREGON 0 lop 2 A401 Hennebery Eddy Y - - AAPPBAY ccArchitects b T.0 MASO — — — BUILDING ADDITION C\jIfl(. 16'- 3'T.O. (E) MAT.O. PARAPET 921 SW WASHINGTON STREET SUITE 250 PORTLAND OREGON 97205 /1 503 2274920 FAX W - - 14'-8" I — 12,- 8° 503 227 4860 TEL UI - I I I www.henneberyeddy.com LO I TUALATIN VALLEY FIRE$ Co (E) (E) IEJ I RESCUE j COMMUNITY APPARATUS KITCHEN E i PATIOARCOVERED U) I STATION 51: SEISMIC 1, ROOM BAY HALLWAY ( ) 103 107 124 I I 126 I I UPGRADE, RENOVATION, Cl) I I AND ADDITION o FIRST FLOOR FIRST FLOOR N /� 8935 SW Burnham Street 01-01, I 01.01, Tigard,OR 97223 � � l l A40 ' 0 — � HEA Project no. 12033 Date: APRIL 9TH,2014 Revisions: > 4 NORTH/SOUTH SECTION AT BBQ AREA i A401 1/8" =co co r, Drawn by: CJ/IG Checked by: KW- ITG Sheet: BUILDING SECTIONS aLU LP rn v v A401 Copyright 2014 He I ery Eddy Archbcts,Inc. A401 1 c _ A806 °C I . M I I I I I I I I A804 I A801 I 1 12 - ,, " T.O. PARAPET ———— l T.O.PARAPET � � 805 T.O. PARAPET A806 ^—_ A803 — —— — r. -r- 1 ( 1 12- 8" I P I 121_8" I I 12'-8.. 3-; Willi 11111111111111 11111t • I E1D l J El OD l - J DIM PT.10'-0" ( __ DIM PT. 10'-0" �^ J _ A805 T.O.MULLION ( J T.O-MULLION `—___ ENDED CEILING METAL SOFFIT PANEL SYSTEM MECH 03 - DUCT - - 4E < (`. : FITNESS DAYROOM ( 1 125 (E) Y I 130 DINING DAYROOM :1 I 131 125 (E) 3 .a KITCHEN 126 r 13 4 A804 (E)FOUNDATION 3 WELDED WIRE TRELLIS (E)CONCRETE SLAB / 1 A803 — B.O. MULLION I I LL (E)CONCRETE SLAB B.O. MULLION 1'-3.. V-3" I E4 - E4 - EB I - FIRST FLOOR ES `, FIRST FLOOR ` FIRST FLOOR 1 V— O' O" ° 2 O -O s ° ° d ° a 11 r • (E) INSULATION \\ \\ \\ \\ \\ \\ \\ \\ \// ;P = \//\ /\ ,S //\//\ .` .7, = - CONCRETE WALL \/\ 1z' "\/j�� \ \%\/j\/j\/j\/%\/j\/ /j\/j\/j\/j\/j\/j\//\//\//� e \//\//\ �� / \\��\��\��\\��\ //i` PERFORATED (E) INSULATION FOUNDATION DEAN �� ASSEMBLY,7YP (E)FOUNDATION WALL SECTION AT EXTERIOR SHEAR WALL AT FITNESS ( 2"\ WALL SECTION AT DINING ROOM ADDITION WALL SECTION AT PATIO ADDITION A40 1/2" = 1'-0" A40 1/2" = 1'-0" _ co . 0= eo4 � VI D Ah'c -------- ------- a -- A80 � — - A906 A806 r T.O. PARAPET( o T.O. PARAPET T.O. PARAPET T.O. PARAPET 12'- 8" I 7 e I 12'-8" �- I 12'- 8" - - i 12'_ 8" I I HY D I 802 A802 E5D E7 I •i•• 270 -3• I� I I • PORTLAND, ORE ON "'Ill fin 11C I I I I I E1D E1D OP OR�`�O DIM PT.10'-0" / 1 DIM PT.10'-0" �^ 11' ` MCM SOFFIT PANEL — J T.O. MULLION I I T.O.MULLION �.: I I I Nennebery Eddy MECH DUCT Architectl1(s NI I I Illi. 250 ALUMINUM CURTAIN WALL SYSTEM 1 I I I 9z15wwASPoxrrANDOREGON INGTON STREET197205 Z _ I I 503 2274920 FAX W _ i; ` - .503 2274860 TEL www.henneberyeddy.com I A808 Aeoi E9D TUALATIN VALLEY FIRE$ FITNESS FEMALE RESCUE U7 E2 FITNESS FITNESS LOCKER � 130 130 130 12s STATION 51: SEISMIC ' UPGRADE, RENOVATION, FITNESS 0 130 AND ADDITION a E9D 8935 SW Burnham Street Tigard, OR 97223. f HEA Project no. 12033 0 3 I Date: APRIL 9TH,2014 Y . 3 Asoi — I Revisions: Cr A801 oAeo2 A8o2 ( LL B.O. MULLION _ LL SIDEWALK a• �° 1'- 3, T, { ¢ PLANTER AREA C � EB ! 1 LL SIDEWALK E4 E4 1jl v FIRST FLOOR I I FIRST FLOOR I I 0'_0.. 0 0.. ,' . . 0 _0" 0 0 FIRST FLOOR E8 FIR 4 ° Drawn by: CC/CJ n ST FLOOR E8 ` Checked b y. KW- IG } \/ \// r .•,,.:. Sheet: a.. 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"- DOWNSPOUT p ' •i• _ E1D - •a% E3 - E3 + •. 2> ;�• Z C DINING FITNESS A804 E1 3 ° • .'c 607 ( EB E4 / PLANTER I B.O. MULLION I I + B . MULLION A804 PLANTER EB ` ti T CONCRETE WALL (1 FIRST FLOOR a FIRST FLOOR I e EB FIRST FLOOR FIRST FLOOR PATIO s• DINING /lh FIRST FLOOR a:•' EB FIRST FLOOR • PERFORATED FOUNDATION DRAIN,TYP \ j\\j\\j \\\\\\\\\\\\\\\/\\ \�\��\��\��\��Xy \��\ \ /x1 �\./\/\/ /� \\\\\\\\\\\\\\\i\ t /�\ \ \//A /Z IN 6 SHEAR WALL BETWEEN FITNESS AND DINING tl 5 BBQ PATIO WALL SECTION AT SHEAR WALL 4 STUD WALL AT DINING ( 3 1 CURTAIN WALL AT DINING AND PATIO /_ 2 SHEAR WALL AT PATIO 1 ALUMINUM SCREEN AT BBQ PATIO A403' 1/2" = 1'-0" _ A403 1/2" = 1'-0" A O3 1/2" = 1'-0" ' A403 1/2" = 1'-0" A403 1/2" = 1'-0" ti f W 270 PORTLAND, ORE ON OF Og�'�� Hennebery Eddy ro Architects N - 10cI 921 SW WASHINGTON STREET SUITE 250 PORTLAND OREGON 97205 503 2274920 FAX Z LLJ - - 503 2274860 TEL Ww .henneberyeddy.00m TUALATIN VALLEY FIRE& RESCUE 75 ICE STATION 51: SEISMIC UPGRADEcol �AND RENOVATION, N 8935 SW Burnham Street Tigard, OR 97223 HEA Project no. 12033 v o Date: APRIL 9TH, 2014 N 'j Revisions: a) G O O I _ i Drawn by: CJ Checked by: KW- ITG Sheet: WALL SECTIONS a W CIOLOLRLR H N w A403 Copyright 2014 Honnebery Eddy Nchram,Inc. 1 _ , FLOOR PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF FRAMING OR TO FACE OF EXISTING WALL FINISH LON. 2. ALL NEW INTERIOR PARTITIONS TO BE PARTITION TYPE 1 B.N> UON. 3. SEE ROOM FINISH SCHEDULE FOR FINISH. PARTITION TYPE MATRIX, REFER TO AG02 FOR ASSEMBLY TYPE ASSEMBLY TYPE SEE A200 ADDITIONAL REQUIREMENTS, IF ANY DK e l i 1C.N= I ° FRAMING SIZE PARTITION HEIGHT,WHERE APPLICABLE W a J� d•.J. • _ •4 ea d 9 ° ° • 'tl , ', 12'-0" 'L: ° r d ° ° •A LINE WALL PFI IERIO TYP. FRAMING ADDITIONAL PARTITION HEIGHT — li] 4'-9" 5'-0" 2'-3" 'd e d v , tl 3'-3 I/2'! ° -J STUD SIZE REQUIREMENTS ° '• ,ne EXISTING BUILDING (NOMINAL) -STRUCTURE . A-ACOUSTIC 0 -2)(6INSULATION AT '° e ° MATCH SLAB ELEVATIONS -2X8 CEILING DEPRES D SLA o 4 ZMEPR SEC}SLAB ` - - ---- -- -- - - D e; . - ^ INTERIOR AREAS,TYP FOR WALKOFF ' : , v `°' ATADA SF{OVyER GRATING' - , ' ;. OQRQlNPTE SIZF� A )r GYPSUM ' W/SHOWEl PAN ' L BOARD,TYP I T O CONCRETE 6"FULL HEIGHT _ e STEM WALL T-2 CONCRETE WALL = j = 6"CONCRETE WALL, OVERALL LAYOUT T.O.CONC STEM (E)MASONRY WALL _ 11 PLANTER d' ALIGN EDGE OF SLAB W/FACE TO 12'-6"ABOVE ;•= m o ° BOTTOM O 1 LL 1 - O OPENING T.O.SLAB. S e- ' ? '- > e..G ." F(E) MASONRY MASONRY FLOOR ` ,u cv a'J e J " Q e ; Ja ` <e METAL DECK------\ = } < > WORKPOINT WA 7" A SIZE NOMINA — E =6 CMU PARTIAL HEIGHT WALL .a :F.O._(Q MASONRY ° z 4' �,' - d •d N = TO UNDERSIDE OF CEILING , ,'', •. ? , ' ° w d.. 6"FULL HEIGHT ° 4•' •e o TRENCH DRAIN a M950 RY WA L~ r '_y. - - ,e -Q , - :'♦ .•a, - ; V 'zp< ;.,• - w ,•'c7 a' • -,• •- CONCRETE WALL + GYPSUM BOARD EXTENDED ABOVE NNALL-,FURRING @{E) ° a ' • + TO 12'-6"ABOVE o CEILING MIN.6", BRACE FRAMING AS SONRd`N07SH -WN - ° 'a'w .'`e'-. "' - - , : a> Ur,:g ' ' a ' . ii ; ; l . i ' ° SIDEWALK Q _ J, ,: d - INTERIOR T.O. REQUIRED TO CEILING bVE11ALd LAYO FOR�LARI P O,' CONTINUATION NOTr' Tye c a 4-' O. '0 - o s♦ d.. e ;° .'_ A LL C) "4 SLAB 1N RKP IN - a SHOWN FOR CLARITY - a •' d m NT 9 < FRA TO TUBE GYPSUM a . - " � "% .. .' '3 ..q MET RUC d, ' - - '-Z ALIGN' J• - - Ifo TY d Q .o' •. .z, - BOARD EXTENDED ABOVE CEILING - ,- - A? LL a �NT.'%' '°EXT.•• - -," - ,.e Q. 6"ON ONE SIDE GYPSUM BOARD a- V 2 t� SLAB ' " SLAB _ - - E 4 - R, — H P a EXTENDED TO STRUCTURE ON OTHER . 'd r4 e - ,. a G♦ ° / 9 r N ° :2 a _ •rt• I •.a 5 DE G ea. a :} 8 AGN TR _ aJO •T: " Ll L UJ d. _ O7QN P a o CONTROL d-.. ' < . ¢ a > FRAME AND GYPSUM BOARD TO • WITH�,0.0 1NDOW • ` - • s - e a x R -e - • m 9 STRUCTURE 1 IvtU tIO• VE d - d _ -� gid' n d A. ! d e . .9- a. a GENERAL MATRIX NOTES' .a - I E 9: a. O J a C • d^ , J .4 e•- W S SPO.C. ON OR RE UIRED BY FIRE RATING STUD ACING 16"0. Q .4. - - a•, d a . fid` - •dn •.d. _ °3" ' a ,� l`9 _ , •-d _ 'f _° ! -- - At •n - WHICHEVER IS STRICTEST. 6 d ' -a .p • a• a' :a o-, B- n° •a 14 , d� tea. . '' '• , :.-, • , -.. _ ,.," ' . • . . 2.5 GYPSUM B UON. BOARD d pn i d ,d - '.ld -a • e. n ,•d - _ - e',- i (7 Via- 9 - - m _ .. _ e 'i ' - �Je^ + r.:� :°:..', •ad -:'r a a - - ( a - .:° ' _ - a: s 3.TYPE X GYPSUM BOARD ON RATED PARTITIONS. = + . F.O.CONCRETE 4.ACOUSTIC SEAL AT PERIMETER AND PENETRATIONS OF INDICATED TO HAVE ACOUSTIC INSULATION. T.O.CONC STEM 6"FULL HEIGHT T.O.CONC. STEM WALL V-7° CONCRETE T.O.CONC.STEM WALL 1'-2" 5.MAINTAIN FIRE RAZING BEHIND FIRE EXTINGUISHER CABINETS,ELECTRICAL WALL TO 12'-6" SIDEWALK WALL: 1'-2" CABINETS,STRUCTURAL ELEMENTS AND OTHER RECESSES. ABOVE T.O.SLAB CONTINUATION 10'- 1 1/2" 3'-3 1/2" NOT SHOWN FOR 6.THE PROJECT MAY NOT UTILIZE ALL ITEMS ON THE MATRIX. CLARITY 17': 10" 14' - 8" Ir 83'- 10" FIRST FLOOR CONCRETE SLAB PLAN — — A 01 1/411 — 1'-0" o, 1 21 41 12'-0" i 101-01/2.1 V-111/2" AR��f PLANTERIr W HY D LINE OF RECESSED WALK-OFF 0 RECESSED ELECTRICAL PANEL e (� 210 �-3 CANOPY,ABOVE GRATING 5'-2 1/8" INFILL(E)OPENING,SKIM COAT ENTIRE ----------- W w WALL FOR SMOOTH FINISH PORTLAND, OREGON Cr O - -_- - w w (E) MASONRY WALL, (3)GANG SWITCH BOX CLEANOUT 40 �q p co O CLEANOUT A701 DOWNSPOUT 1 �l' Og� l N �_ INTERNAL ROOF DRAIN v v WITH GYP BD FINISH WELDED WIRE 0 40 T 1 " r c 5 TRELLIS DOWNSPOUT 6 a Hennebery Eddy CD I. — A901 l•Y 7 8 a o o DW PLANTER F.O. CONCRETE N • '- , -01 A901 _.o A901 - - - - - - "_} — - -- Architects o E2 F.O. (E) MASONRY n/ tl �\ N .g _'� n s. •t.�, w ytrc,:+�M i sem!.Yt aptya. s� v:•t� '..`hja 5 Illi. Nl EQ EQ 3' 0" ALIGN INFILL E Q ( ) 4 \\ o °,r'-•,ar� `:^+ky-`au..+.a..�i•" `'"'Y`'y`'a - OPENING A901 y '+Ad_wt�.}:, ,•'.r..fv. -'- " �°-,�',;'S': +• e,',�w>"{a•-::;i:•n*-''''": '+''`'r,n a A403 9215W WASH RTILANSTREGON 250 cr -. 6'-3 1/2" 10 4. - M n �. v.,.-c:Gw 'r fir. 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HORIZONTAL a ___ _ 00 oon000000000000 0000000 0 0 0000000 oa o SNAPCAP `W —} --- J U 5 w w LINE OF w U A801 W o Z z0 U ROOF, g 10 i 11 Drawn by: CJ/CC w m 4 3 g w 3 U O 12 p ABOVE U A803 A803 U A803 Checked by: KW- LTG U A40 A401 A801 A40 p A804 U O O o LL o o U U Sheet: U _ u" LL O O LE ENLARGED FLOOR ii 6'-9" 10'_0"-1 110'_0" 10'_0" 10'_ 1° _113'-31/2° T-3" 4'_ 10 2'-4" 9'-81/2" 4'-73/4" - PLANS 1 1/2" 1 1/2' 1 1/4" 2 1/2" ,. W LL 83'- 10" v - w ° A501 2 ENLARGED BUILDING ADDITION FLOOR PLAN w , 501 1/4" = 1'-0" 01 11 21 41 Cop rghl 2014 Flwmbery Eddy AmIlbals.Inc. O W N ER/TE NANT: 2 ADJACENT TENANT 44'-411 10 LEASE LINE DIMENSION GODIVA Chocolatier GODIVA CHOCOLATIER, INC. 333 WEST 34TH STREET 2 I NEW YORK, NY 10001 -- — ; `A PROJECT PLANNER: m A103 ' A103 v co co TOILET RM W FRP-1 B EX. WJCA INC. F EX. I 763 SUSQUEHANNA AVE. FRANKLIN LAKES, NJ 07417 GF EX. I _ TEL: 201-848-9060 FAX: 201-848-9881 5 iv O ARCHITECT: I I DAVID A. UDKOW 11881 NORTH 113TH WAY NON-SALES RM A SCOTTSDALE, AZ 85259 4-J W W P-3, FRP-I 5 5Q-I W �/ F QT-I1 b U) CF PREFIN15H I A103 (r O _ I p U 5 I I U tZN Z A103 A103 I Z O 3 N O Lu w Z U EXP. DATE: 6/30/16 � WF-I MF-I nw Bz G 2 I � GOoDChlrIeVA N Q I 4 4LLI STORE NO: W — — — — — B 524 > PROJECT LOCATION: 'C) I A103 WASHINGTON SQ. MALL 4 SPACE B04 0) 9585 SW WASHINGTON Lo 2 I SQUARE ROAD N A105 44 4 PORTLAND, OR 90703 Lo A103 A103 A103 QT-I WF-I SALES RM 101 co I 3 WT-I WT-I 4 W P-2, WT-I N ES EsW-I ISSUE DATE: Q / GF P-5, P-6 NO. DATE DESCRIPTION ^ 5 3 6 _ 12_11_15 ISSUED FOR BID, W A103 A103 A1O3 REVIEW PERMIT AND LANDLORD J I a CIO _7z a I NOTES . 1. REFER TO SHEET A104 FOR FINISH SCHEDULE, 0 z'-6" FINISH NOTES AND GENERAL NOTES. REFER TO U 44'-4 RESPONSIBILITY SCHEDULE. rr^^ LEASE LINE DIMENSION VJ ADJACENT TENANT Q SCALE: 3/8" = V-0" FINISH PLAN � ID �C M I/8" X I/2" BRUSHED SCHLUTER JOLLY WALL TILE KEY NOTES �� T A F DOOR TO NON-SALES STAINLESS DIVIDER COLOR . ABGB Wf-I O LEASE LINE - VERIFY LOCATION WITH LANDLORD REPRESENTATIVE. DAVID A. UDKOW E T REFER TO DOOR STRIP fir'' °- SCHEDULE PARTITION Z EXISTING DEMISING PARTITIONS AND STRUCTURAL ELEMENTS TO REMAIN: a 2182 SCHEDULE DOOR SWEEP FLOORING FLASH O PROTECT DURING THE WORK PROTECT AND MAINTAIN EXISTING ,ry SCOTTSDALE. AZ PATCH MIN. 72" FIREPROOFING, FIRE SEPARATION AND FIRE RATING. � j QUARRY TILE I/2" X 4" POPLAR aT-1 CONCRETE SLAB GW5 WOOD BASE WITH METAL O INSTALL (l) STRIP OF WOOD FLOORING PARALLEL WITH THE ENTRANCE FORA 0 CLADDING BW-I SMOOTH TRANSITION. b ® 2" X 2" METAL CORNER GUARD FROM TOP OF WALL BASE TO 48" AFF., FINISH: z 77-0777 FIN. FLOOR POWDER COAT TO MATCH P-4, . TYPICAL FOR ALL EXPOSED OUTSIDE CORNERS. T ALIGNco DRAWING TITLE: co FINISH '- 2 TRANSITION DETAIL SCALE: 3" -O" 4 SCHLUTER DETAIL I SCALE: 3" T-0" o BASE DETAIL SCALE: 11/2" -0' PLAN r 5/8" GWB CLG. 1/8" X 1/2" BRUSHED \ — SCHLUTER JOLLY 0 STAINLESS DIVIDER COLOR : GS STRIP CONCRETE SLAB SCHEDULE MALL FLOORING WALL TILE Q FLOORING FLASH FLASH PATCH G.WB. PARTITION ROOM FINISH KEY PATCH MIN. 72" MIN. 12" 1 PROJECT NO: COVE BASE 5_Q-D 154129 Q �.° ROOM NAME IN. FLOOR W WALL FINISH DRAWING NO: \0 ALIGN ALL 5ASE B FLOOR FINISH > Q CF CEILING FINISH Al 03 1 TRANSITION DETAIL SCALE: 3" = ISG NOTES 0 1'-01 3 SCHLUTER DETAIL SCALE: 3" = ,'-O�� 5 BASE DETAIL SCALE: 1 1/2" = 1�-O° 1 (ET,(E)TOILET/ TOILET (E ENTRYREFLECTED CEILING PLAN NOTES • LET ' • , , ' I� - SHWR. 7Q5 106 1. CENTER ACOUSTICAL TILE IN ROOMS IN BOTH DIRECTIONS, UON. 2. ALL DIMENSIONS ARE TO FACE OF FINISH,OR CENTER LINE OF j LIGHT FIXTURE OR CEILING GRID, UON. 3. PAINT ALL STRUCTURAL ELEMENTS,MECHANICAL,ELECTRICAL, PLUMBING, FIRE SUPRESSION OR OTHER UTILITIES EXPOSED TO VIEW,OR VISIBLE E THROUGH GAPS;COLOR TO BE SELECTED BY ARCHITECT. _ fn' I E SHOP- - _ ,COMM MUNITYi --- - -- - 101 - ROOEL M IX 103 1 4 E OUTSIDE STORAGE 100mi 2S Ii REFLECTED CEILING PLAN LEGEND NOTE: NOT ALL ITEMS MAYBE USED (E) GYPSUM BOARD CEILING :. -:•,i'•�`.'Cy:�:`. SUSPENDED GYPSUM BOARD CEILING SYSTEM, PAINTED (E) 2'x 4'SUSPENDED ACOUSTIC CEILING { APPARATUS BAY - - _ 107 - (E)2'x 4'SUSPENDED ACOUSTIC CEILING REINSTALL(E)TILES IN (E)SUSPENDED ACOUSTIC (—� ----� ( �� CEILING SYSTEM AND REPAIR AND PAINT GYPSUM BOARD CEILING WHERE OCCURS SUPPLY DIFFUSER (E) ELEC. CLOSET RETURN GRILL 106 (E COMM. - 109 EXHAUST GRILL _ O DEVICE-SPEAKER ae _ EE 112 OS DEVICE-OCCUPANCY SENSOR 170 UFS O - - p O O11 E) AL OP OOP DEVICE-SMOKE DETECTOR — OC ER OP 113 O DEVICE-HEAT DETECTOR ® FL REMOTE OPERATED DAMPER O E q EO 120 m IN CEILING CENTECESSED R ON TILE'S SHORT DIMENSION — ® - IGHT — PUBLIC O TOILET O O P Q', ,(E) MAL S OR O 122 O SEMI-RECESSED DOWNLIGHT c LN R- MAL '-TOILE IN CEILING CENTER ON TILE'S SHORT DIMENSION v 11 SHWR a MECHANIZED POWER ' SHADE .i RECESSED LINEAR FIXTURE ff� ® _..• ,ic ,, 8 -6 i0 PENDANT FIXTURE W H D -- 8 (E) MAIN CENTER ON TILE AS SHOWN 270 '3 O WALL MOUNTED ::',: ':'.,G ¢ '. ''I ENTRY PORTLAND, OREGON FIXTURES.SEE INTERIOR ® O g -g ELEVATIONS. DORM 3 123 0 PENDANT FIXTURE-LINEAR LOCKERS BELOW ® ® RECESSED TROFFER FIXTURE OF Og��O CENTER DIFFUSER ON LIGHT FIXTURES = " SURFACE MOUNTED STRIP FIXTURE ani ALIGN FIXTURE � � Henn WALL SCONCE ebery Eddy Oi 9'- 58, 6• EM TE OO . Architects 6 R- 1 :':' :'' YR O P KITCHEN ' SPRINKLER HEAD 6' 1" EQEO `"ns• -c: r:s :. `. •g`.,`.;:y;..;y , . PE TE PLASTER DRAIN SLOT 7•b: DAMPER 1 5 " 128 , :: i REPLACE EXTERIOR CEMENT PLA a 1 2" 4 1 SOFFIT WHERE REMOVED ACCESS PANEL W. 25 JT 1•• ', 42 :-•.; �- 9215W WASHINGTON STREET SUITE 250 CC "'• " - ':,7>:•„” •+: - • `� PORTANDOREGON 97205 ,. ` •1;`• �p ALI N F CE OF OF IT ITH 1Yi 503 2274920 FAX w T J - "L•OCKf#E; JA BO- EX SIS NG IN O �. ES EXPOSED STRUCTURE 03 2274 20 TEL I (}: i "'• ' www.henneberyeddy.com r J 2 .. t ;}, .i., •• o REMOTE OPERATED DAMPER r — TUALATIN VALLEY FIRE& — — — — MECHANICAL POWERSHADE RESCUE o F.O. MULLION .� Cw7 O c� O 72 FITNESS o INI G OP VE LL 07 0 MECH. JT EXIT SIGN STATION 51: SEISMIC Lu DUCT, 130 p T 131 p ® os UPGRADE, RENOVATION, o PAINTED C7 JT JT JT RECESSED SLOT AND ADDITION o O O o O w ° FIXTURES CENTER ON cv c� O s ES s C1 MCM SOFFIT PANEL EO EO w 8935 SW Burnham Street Cu Lu f O O ® O JTZ 9 JOINTS TYP. Tigard, OR 97223 0, w 808 HEA Project no. 12033 N w7 _f Ll\ _ _ _ _ Date: APRIL 9TH,2014 STEEL BEAM, Revisions: PAINTED TYP. MCM SOFFIT PANEL m STEEL BEAM,PAINTED TYP. PENDANT FIXTURES o SURFACE MOUNTED 3'-Z P EO EO FIXTURE, MOON 3 TYP. TYP. LINEAR PENDANT FIXTURE TYP OF 3,CENTER EQ EO ALIGN JOINTS WITH CENTERLINE OF MULLION OR SCREEN WITHIN ACL VERTICAL SUPPORT TYP. Cr EXPOSED METAL DECK, PAINTED U MECHANIZED POWER SHADE Drawn by: CC Checked by: KW- ITG Sheet: REFLECTED REFLECTED CEILING PLAN - LEVEL 1 _ _ CEILING PLAN A601 1/81.' = 1' 0" 0 2 4 s � a W � A _ w 601 N a Copyfigh12014 Hsnnsbery EddyArchbcls,Inc. 1 FLOOR PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF FRAMING OR TO FACE OF EXISTING WALL FINISH UON. 2. ALL NEW INTERIOR PARTITIONS TO BE PARTITION TYPE 1 B.N> LON. 3. SEE ROOM FINISH SCHEDULE FOR FINISH. PARTITION TYPE MATRIX, REFER TO AG02 FOR ASSEMBLY TYPE ASSEMBLY TYPE SEE A200 ADDITIONAL REQUIREMENTS, IF ANY p w •, '� k ••- ' �' •t- d:4 ••.ddl",'•` -eat ' • • e _d .d u- - FRAMING SIZE PARTITION HEIGHT,WHERE APPLICABLE " b J 3 -' 12,_0" d ; t,. as + LINE OF INTERIOR ° ' a WALL PARTITION TYP. FRAMING ADDITIONAL PARTITION HEIGHT 4'-9" 5'-0" 2'-3 e' . ,:•d 3 9I/� d STUD SIZE REQUIREMENTS b ' t _ _ _ EXISTING BUILDING MIN _ •J" < —d (NOMINAL) A-ACOUSTIC -STRUCTURE . B=2x4 INSULATION 4 8: - _ '¢ aq- C =2x6 _ . _ •• ! - - t°. - 'a a '. .`� ;.y •' ' . d. D =2x8 MATCH SLAB ELEVATIONS AT DEPRES DSLA ° d 2`DEPR SEL2SLAB __-- -- -- _ -CEILING o ,. .. . � INTERIOR AREAS,TYP FQR WALKOFF " v <- AT ADASF{OVj1ER , a e GRATING_ • I ,...1 GQRDINATE'SIZ€ . A GYPSUM a HOW T.O.CONCRETE 8 e; W/S Ff}PAN OAR D,TYP 6„FULL HEIGHT �1 �— . I s e a , STEM WALL T-2„ CONCRETE WALL' ' a j b d 6"CONCRETE WALL, OVERALL LAYOUT T.O.CONC STEM (E) MASONRY WALL _ PLANTER e _ d ALIGN EDGE OF SLAB W/FACE TO 12'-6"ABOVE RKP 1 WALL 1 T.O.SLAB. _ �' e d TO BOTTOM O OF(E)MASONRY OPENING MASONRY rFLOOR F WO DINT 7" U4 y -F sl .AIR � p SIZE NOMINAL = + < > N METAL DECK E =6 CMUPARTIAL HEIGHT WALL r� a . . . :F.O.' MASQNR , .(�)_ . �''• ,: •_.?N d . •. . ' • c ` d ' pa, - ' e. ', -d °Jd•a . a" • - ,+ = F.Q. (E)MASI NRY " • 'a. d 4 ,Ja a• • a • •a _ _ - = TO UNDERSIDE OF CEILING Jd •. ,� a .- 4 : a. J . 'b. .. A .ed 6 e•a.e a• _d a .. w a :' _ TRENCH DRAIN 6"FULL HEIGHT M, SO BY WA L^ c7 0 III .« a-A , _ •:aG': ..i •`tea o N .n•- •4 e° 2 4: ' w • 7 - •• CONCRETE WALL + GYPSUM BOARD EXTENDED ABOVE WA MA @(E) : 0J - a •. A . : d° °. TO 12'-6"ABOVE o CEILING MIN.6", BRACE FRAMING AS SIDEWALK MA30NRN N0?SHOWN w 2 ' . r RTO REQUIRED TO CEILING bVERALN LAYO FQR�LPRI �n o- . A -� NTERIO CONTINUATION, NOT d' Ty, 1`r *O. _ O ¢ a m 'T• •' ' e'. •a J '..a .. F- Y• .,n, V .O �.. "P1 'LL Q , d -d. SLAB yVORKPONT 2 ' - s LD a SHOWN FOR CLARITY a d ` {� a' t' ONTRQL^.. ' } . < UR GYPSUM 3aZ, 9' d , J.4 FRAME TO STRUCTURE, M 'P ee ° atALIGN e' JOINT TYP, ! a. a '.O' ' -z '• U' _ BOARD EXTENDED ABOVE CEILING , ', . .a• •; - -- - . ., d - INT.'. .^EXT-• ////�- i A'• .e •a - + � ,��-4' !� M 'dam - _ _ ¢ _ sLAB ' ' SLAB ` 6"ON ONE SIDE,GYPSUM BOARD • a.. �J V ,a ^' • A e . •e•.' S, g�t �- F-. _ . sae EXTENDED TO STRUCTURE ON OTHER •a DED Y4 d a a 4"ai - f ° L N a •e a ., �_ •> j d SIDE P- •,d� ';,`. • ALIGN �ON7R L JOINT. .{ ' J -." ',• :•�-. 9• :J:;' .°� _ - - - ord-.. - .e :::-_ _ - /- a > FRAME AND GYPSUM BOARD TO • _ _ p_ '_W17H�,O..OE�d 1NDOW°: e a a 'd II .. .- .-a .-. - i : - • - .. ,- '^" . � : . ,;. :' �n: _ , d - STRUCTURE � -m . 7 MULLION AB VE- - - a. a GENERAL MATRIX NOTES: �i. ' s - w. O ' A 1.STUD SPACING 16"O.C. LION OR AS REQUIRED BY FIRE RATING, a ' A WHICHEVER IS STRICTEST. b'- - b -- •` t ae•. ,J .. _ • J,J- - , • ,e 'A .... J„ ad•• d . , VJ r . 1 ,.. a a•: 6' ea > 'yd J 2' 2.5/8"GYPSUM BOARD LION. t. " n: 3.TYP ON RATED PARTITIONS. TYPE i = • d •• < , F.O. CONCRETE 4.ACOUSTIC SEAL AT PERIMETER AND PENETRATIONS OF INDICATED TO HAVE ACOUSTIC INSULATION. T.O.CON( STEM 6"FULL HEIGHT T.O. CONC.STEM WALL l'-7" CONCRETE T.O.CONC.STEM WALL T-2" 5.MAINTNN FIRE RATING BEHIND FIRE EXTINGUISHER CABINETS,ELECTRICAL WALL TO 0.SL SIDEWALK WALL:1'-2" CABINETS,STRUCTURAL ELEMENTS AND OTHER RECESSES. ABOVE T.O.SLAB - CONTINUATION 10'- 1 1/2" 3'- 3 1/2" NOT SHOWN FOR 6.THE PROJECT MAY NOT UTILIZE ALL ITEMS ON THE MATRIX. CLARITY 17'- 10" 141 8„ 83'- 10" 1 FIRST FLOOR CONCRETE SLAB PLAN A501 1/4" = 1'-0" — 0' 1' 2' 4' 12'-9' 10'-01/2„ V-111/2" PLANTER z W H D LINE OF RECESSED WALK-OFF O< RECESSED ELECTRICAL PANEL a CANOPY,ABOVE GRATING 5'-2 1/8" o 2 INFILL(E)OPENING,SKIM COAT ENTIRE 270 w _________ w w WALL FOR SMOOTH FINISH PORTLAND, OREGON Ir I CLEANOUT A701 DOWNSPOUT o OF Ogg' o i \ (E)MASONRY WALL, (3)GANG SWITCH BOX A 5 7 r �-' i." INTERNAL ROOF DRAIN a LU 6 WITH GYP BD FINISH - CLEANOUT WELDED WIRE A802 it A40 0 1 i g ¢ 5 1 TRELLIS nn • I'. 1 I A901 7 g o o DW PLANTER DOWNSPOUT Hennebery Eddy c F.O.CONCRETE N — A901 A901 0 01 Ca _ _ , _ _- - --- - - - �- - _ -- Ar e vI E2 } _a c \ '' w. F.O. (E)MASONRY 1/ O __ _-._—_. t tL = \ N ?dam e o •.:.;...tea rt, i ��I (tS r`s`°.s+'� a�un s. -r��5r'''� �FS9hJ'.! a"- �s�u.�..a?:v'•^_yis k�q .�"e„'. III . N EQ " EQ 'J• D.. ALIGN INFILL(E) - r. x[.f: "r.,rS.,S ' :�otiTi.a--�'.-a1Hr .�:e•a''��.. y<.^ `e.+r 5 JI FINSHI OPENING 4 \ o .ten'"'"• ' < , .f..,•..n�?_, :, 'r .4-�'� .e. -':� s " O A901 �� - E1 'tir - " y`?'" a' ' `te'+M � -nt :G `'^+ 't .'�•s"-��a - - 921 SW WASPORTLANDORE ONU197205 Z 10 4. m m Fl _ E3 0 503 2274920 FAX 6'-3 1/2" _ 08 ( A60 503 2274860 TEL Ui � 6' I N 131A TRENCH DRAIN 2 ryycom T A40 REFRIGERATOR, NIC-7; 0 10 LINE OF ROOF, 7 A403 AWTOWEL CABINET LO N TUALA N VALLEY FIRE& C 608 SIM ABOVE CONTROL A803 r RESCUE m 1 PROVIDE BLOCKING ABOVE 05¢ 6 FITNESS DOOR FOR PULL UP BAR DINING 7 JOINT,TYP JT I� °o o A801 130 2> 11<8 131 A403 6 A302 8 A803 1 1 - r UPGRADE, RENOVATION, PATIO m' a (COVERED) o �' AND ADDITION N 5 5 9 ° " 8935 SW Burnham Street A4o JT Tigard,OR 97223 2 A701 4 - � � A403 0 HEA Project no. 12033 o E9D 3 °o Date: APRIL 9TH,2014 Y BELOW A804 z °o Revisions: C7 0 Ico 2 _ JT a 0 o F.O.HORIZONTALff ___ 00 000000000000000 000000070 0 0000000 00 ¢ SNAPCAP w w `� w -�--- U A5 3 v Uj ¢ LINEOF w F- LU p Z z0 z 0 ROOF, ¢ g 10 ¢ 11 Drawn by: CJ/CC v w m 40 A401 01 A 0 p o A804 p ABOVE o 803 A803 o A803 Checked by: KW- ITG 0 o w q p Sheet: LL ° ENLARGED FLOOR d 6'-9" 101-01, 10'-0" 10'-0" 10'- 1" 3'-31/2" 7'-3" 4'- 10" 2'-4" 9'-81/2" 4'-73/4" PLANS 1 1/2" 1 1/2' %1 1/4" 2 1/2" W �a 83'- 10" IL] _ `� 2 ENLARGED BUILDING ADDITION FLOOR PLAN W o - , - A501 1/4" = 1'-0" A501 0' 1' 2' 4' CopgIght 2014 Henwtery Eddy NchftxW,Inc, r ACCESSORIES ABBREVIATIONS: DCS DIAPER CHANGING STATION I' DF DRINKING FOUNTAIN PTD 1 FEC FIRE EXTINGUISHER CABINET FEC HD HAND DRYER SND SO DCS J GB GRAB BAR HD SCD M MIRROR FEC o m o Z GB PTD PAPER TOWEL DISPENSER g 177 SNR SURFACE MOUNTED LIGHT FIXTURES NP. SCD SEAT COVER DISPENSER o TPH SD SOAP DISPENSER _ TAP-OUT STROBE LIGHT FIXTURE-ALIGN TOP SND SANITARY NN NAPKIN DISPENSER co co B ❑ z o a v a v - WITH WINDOW HEAD SNR SANITARY NAPKIN RECEPTACLE FIN. FLOOR ° ° N TPH TOILET PAPER HOLDER FIRE ALARM STROBE WR WASTE RECEPTACLE FIRE EXTINGUISHER UNIT FIRE EXTINGUISHER UNIT _ IWEIGHT LESS THAN 40 LBS. WEIGHT MORE THAN 40 LBS. - BATHROOM ACCESSORIES FIRE EXTINGUISHER CONTROL WALL SIDE WALL 0.1 52"MIN — — — JT 12"MAX 42"MIN 2 3'-0" 15"MAX 18 39"-41" do 12"TO CL "MAX 15"CLR 15"CLR CONTROL 411 MAX L — — — WALL SWITCH ZONE GB3 FLUSH CONTROL � MIRROR JGB3 � GB3 36"MAX ON OPEN SIDE, GB3 CE KNEE B.C. REFLECTIVE SURFACE - r GB1 G62 TYP GB1 G62 OF CLEARANCE z GB1 c3 ❑❑ e = ADA COMPLIANT z g O g M t I b TV OUTLETS AND d T.O.SEAT 6 RECEPTACLE z I GB2 � F _1 MOUNTING BRACKET. rn WRAP AT ALL = g _ fff TPH SCD M PIPING EXPOSED PIPES ° OF co CO PROVIDE BLOCKING AT a N WALL FRAMING 8"MI "MAX RESILIENT BASE ADA WATER CLOSET ADA WATER CLOSET ADA URINAL ADA LAVATORIES 17" MIN ELECTRICAL CONTROLS ADA TRANSFER-TYPE SHOWER 2 FITNESS - NORTH 1 ADA TYP. MOUNTING HEIGHTS \A701 1/4" = 1'-0" A701 1/4" = 1'-0"- GYP BD CONTROL JOINT, TV OUTLETS AND FIRE ALARM STROBE GYP BD CONTROL SURFACE MOUNTED LIGHT FIXTURE i ALIGN W/CL OF MOUNTING BRACKET. ALIGN W/OTHER DEVICES STRUCTURAL BEAM- JOINT,CENTER ON STRUCTURAL BEAM:TYP PROVIDE BLOCKING 3' 0 RETURN GRILLE PENDANT LIGHT MULLION,TYP LION MASONRY WALL MECHANICAL DUCT PENDANT LIGHT FIXTURE,TYP FIXTURE,TYP MECHANICAL I DUCT 0 JTI - JT W64) 177771 EQ � TAP OUT i sold ALIGN JT JT J STROBE LIGHT ❑ ALIGN ALIGN FIXTURE = = = _ - z PULL UPBAR J VOLUME a JT JT JT TG \ TG I CONTROLS MIRROR GLASS MIRROR G SS TG - o 0 RESILIENT BASE ECA J_EQ A EQ A 4'-5 1/2" 2'-0" EQ EQ EQ RESILIENT BASE RESILIENT BASE LIGHT SWITCHES FITNESS- EAST / + 1 FITNESS - SOUTH �3� FITNESS- WEST A701 1/4" = 1'-0" A701 1/4" = 1'-0" A701 1/4" = 1' 0" 2'-0" p_6" 7 FIRE ALARM STROBE TYP TYP TYP EQ EQ 2 LIGHT FIXTURE,TYP 03 PANEL C CASEWORK,TYP 11-811 I I \ / , HEADBOARD HEADBOARD ELECTRICAL VOLUME CONTROL \ / OUTLET,TYP 5 4EN 03 TYP 903 // \\ - �\ ❑ �' I I I , O v p I I i BED RAILS BED RAILS i I c7� q 6'-6" 6'-6" RESILIENT BASE LIGHT SWITCH RESILIENT BASE EQ EQ ��g RESILIENT BASE 2 5 CUBBY,TYP 1 RESILIENT BASE EDGE OF MASONRY VOLUME CONTROL TYP 03 TMP CL INFILL WALL f, 10 DORM NORTH 9 g 7 DORM -WEST 6 DAY ROOM WEST HY D 11 DINING ROOM - NORTH DORM NORTH PARTITION DORM SOUTH p/p -3 A701 1/4 - 1 0 A701 1/4 - 11-011 \A701 1/4" 1'-0" A701 1/4" = 1'-0" ' PORTLAND, OREGON A701 1/4" = 1._0.. A701 1/4" = 1'-0" �� _ � �� _ �_ �� If MIRROR GLASS � OF O SOAP DISPENSER 1'-4' DIAPER CHANGING STATION,RECESSED END TILE WAINSCOT ALIGN W/BOTTOM OF 2 6 4 MIRROR AT INSIDE CORNER ! FIRE ALARM STROBE Hennebery Eddy c % PTD CWi 1 CWT-1 CONTINUE FULL HT. 02 ALIGN W/ CWT-1 �� EQ EQ 1 0"� YP. r f 1 CWT-1 CWT-1 TILE TO INSIDE CORNER AT CWT-1 Architects BOTTOM OF MIRROR GLASS VOLUME CONTROL MIRROR � MIRROR GB-3 `\ � � r ACCESS PANEL j N ` LIGHT SWITCH 0/ OP�N'TO GB_1 GB-3 Inc. J I OUTLET / J GB-2 ` 02 02 BEYOND GB-2 9235W WASHINGTON STREGON 250 010 GB-1 J ` \ G7 C� _ PORTLAND OREGON 97205 \ o , OUTLET _ _ 503 2274920 FAx w co __ _ - ! CENTER ON - ` .f._ - 503 22i4860 TEL j U , - PAPER TOWEL DISPENSER - ' www.hennebe edd com I _ , CABINET — i 1 AND SOAP DISPENSER ON rig' ry y' I o WALL - END WALL SNR TUALATIN VALLEY FIRE& N CLEANOUT RESCUE FLUID APPLIED RESILIENT BASE STATION 51: SEISMIC ¢ FLUID APPLIED FLUID APPLIED RENOVATION LL - - - RESINOUS BASE RESINOUS BASE TYP. RESINOUS BASE RESINOUS IED UPGRADE, , 1' 6" 1' 6" 1' 6" FLUID APPLBASE Cl) AND ADDITION N 8935 SW Burnham Street 18 PUBLIC RESTROOM - NORTH 17 PUBLIC RESTROOM - EAST 16 PUBLIC RESTROOM - SOUTH 15 PUBLIC RESTROOM -WEST 14 LOCKER ROOM SINKS NORTH 13 LOCKER ROOM TOILET -SOUTH 12 LOCKER ROOM TOILET PARTITION - EAST Tigard, OR 97223 A701 1/4" = 1'-0" A701 1/4" = 1'-0" A701 1/4" = 1'-0" A701 1/4" = 1'-0" A701 1/4" = 1'-0" A701 1/4" = 1'-0" A701 1/4" = 1'-0" HEA Project no. 12033 CABINET o Date: APRIL 9TH,2014- a STACKED WASHER&DRYER(NOT SHOWN FOR r 02 03 EQ EQ REQUIIREMENTS OPENING WITH MFR. LOCKERS,TYP 03 SHOWER CURTAIN Revisions: pp HOOKS,TYP OF 8 EVENLY SPACED m CWT-1 SHOWER DOOR CWT-1 FIRE ALARM CWT-1 e STROBE I 44 ' SHOWER UNIT i ' �\ ,� CWT-1 902 I FIRE ALARM STROBE, r C i 02 i U _ CWT-1 CENTER ON WINDOW / / / ./ / / ` Q \ /, JDL \ p �0 7 OPEN TO OP N TOChecked b K1N-LTG TDU I BENCH / BEYOND 0 A902 8 BEYOND U d 0_ BE OND Sheet: Y z_ I RESILIENT BASE,ALIGN p2 TP ° If I BASE JOINTW/FLOOR \ I \ I \ I \ I \ I \ I VOLUME i 1 INTERIOR TRANSITION BELOW 1 ` CONTROL ' ` �� i �n i \ \ \ \ \ 902 I i WALL MOUNTED i �� 77± � � ELEVATIONS BENCH WASHER& - - ` i..-. DRYER HOOKUP 5 o 2'-0" RESILIENT BASE CL FLUID APPLIED FLUID APPLIED 04 DEPRESSED FLUID APPLIED LU o RESINOUS BASE RESINOUS BASE TYP RESILIENT BASE SLAB RESINOUS,BASE FLUID APPLIED C/) o 2'-3" JV6' EQ EQ - 02 RESINOUS BASE ADA SHOWER UNIT - 24 LOCKER TOILET WEST 23 LOCKER ROOM TOILET -WEST 4' D" 21 LOCKER ROOM EAST: 20 LOCKER ROOM SHOWERS - SOUTH 19 LOCKER ROOM-WEST LU A701 ° _ '- " A701 = '_ 22 LOCKER ROOM NORTH A701 ° _ ° A701 _ _ A701 I1I 1/4 1 0 1/4 1 0 - A701 1/4" - 1'-0" 1/4 1 0 - 1/4" - 1' 0" 1/4" = 1'-0" Q0WI9td 2014 Hennebery EddyArditcte,Inc. I MCM WALL PANEL SYSTEM PARAPET CAP SYSTEM 1 HORIZONTAL FRAMING STRUCTURAL SILICONE FLEXIBLE FLASHING,LAP OVER WATER RESISTIVE BARRIER SYSTEM CLIP COPING PROFILE FLASH INTO 7"EACH SIDE,AND TAPE END. MCM PANEL WALL PANEL SYSTEM,SET COPING PROFILE 2° +/- MCM PANEL CARRIER FLASHING IN STRUCTURAL (2)2X8 FRAMING AT CORNER 12 SHIM AS REQUIRED TYP. SLOPE�� SILICONE1 WRAP FLASHING MEMBRANE AIL F-IDIM POINT 12=8" _ — OVER PARAPET T.O.NEW PARAPET 8 �• � � _ _ WRAP ROOFING MEMBRANE + v AIR DAM BLOCKING PER a T:O.PARAPET FRAMING CONTINUOUS OVER PARAPET N T MCM MANUFACTURERSLOPED SHIM 1/2"HEM — — — — — DOUBLE TOP PLATE CLEAT 31/2 X 31/2 WALL PANEL FASTENER W/NEOPRENE GASKET CORNER PROFILE W/CONCEALED FASTENERS 0 R2 ROOF ASSEMBLY E 5D WALL ASSEMBLY FLASHING MEMBRANE FASTENER FLEXIBLE FLASHING LAP 7" - FURRING CLIP,TYP. I OVER WATER RESISTIVE FURRING RUN VERTICAL HOT AIR WELD AND SEALANT _ BARRIER EACH SIDE AND TAPE WATER RESISTIVE BARRIER, ENDS. STRUCTURAL FASTENER WOOD ROOFING MEMBRANE STUD TO.METAL DECK AT 12"O.C. LAP OVER FURRING WHERE OCCURS TYP. STRUCTURAL FASTENER WOOD WATER RESISTIVE BARRIER STUD TO BENT STEEL PLATE AT 12"O.C. FASTENER I E9D WALL ASSEMBLY E5D WALL ASSEMBLY WATER RESISTIVE BARRIER LAP OVER VAPOR RETARDER NAILER JOINT SEALANT WITH JOINT PLAN BACKING VAPOR RETARDER EXTERIOR 1 INTERIOR LAP OVER WATER RESISTIVE BARRIER I - ld,,DIM POINT 11'-3" - — — — — — T.O. STEEL DECK— — — - — — LINE OF CONCRETE STEM WALL (2)2 X 4 BLOCKING BELOW TYP. VAPOR RETARDER WRAP DOWN OVER WALL /� WATER RESISTIVE BARRIER STRUCTURAL METAL PLAN CORNER AT SQUARE FACE PANEL /4 PLAN CORNER MCM WALL PANEL LAP UNDER VAPOR RETARDER DECKING A801 g• = 1' 0" A801 3" = V-0" SHIM AS REQUIRED 2X8 SILL MINERAL FIBER BOARD � Z SEALANT INSULATION 3 FOAM SEALANT STRUCTURAL BENT PLATE O { STRUCTURAL WIDE FLANGE 3 1/4" ` n - 1 TYPICAL ROOF/ PARAPET AT ADDITION SETTING BLOCK AND STRUCTURAL GLAZING SEALANT A801 3" = 1'-p" WATER RESISTIVE BARRIER, WINDOW MULLION BELOW LAP OVER FLASHING BELOW _ FLEXIBLE FLASHING, LAP BEHIND FLEXIBLE SHEET -- - FLASHING,AND RUN E 1D WALL ASSEMBLY - - CONTINUOUS ACROSS - HEADER E9D WALL ASSEMBLY GLASS FIBER BATT INSULATION,FILL JOINT SEALANT AND JOINT BACKING WITHIN CAVITY OF WIDE FLANGE I STRUCTURAL FASTENER,WOOD STUD JOINT SEALANT EACH SIDE FLEXIBLE SHEET FLASHING SET TO STEEL POST @ 12"O.C. IN JOINT SEALANT AND BLOCKED INTO CURTAIN WALL FASTEN SQUARE PROFILE PANEL BEHIND SHIM OF 5/8"GYPSUM WALL BOARD ALUMINUM SNAP CAP SHIM AS REQUIRED,TYP. DIM POINT 10'-0" i T.O. MULLION (2)2X8 HEADER, FASTEN TO BLOCKING I . 0 I I WEEP HOLES CORNER REINFORCEMENT,TYP Luli— BLOCKING SET j - •..- I IN SEALANT . DIM POINT ----------- --- -- I JOINT SECANT CL OF STEEL COLUMN F.O.MULLION HEAD FLASHING PROFILE PER w SHIM AS I ¢ BELOW i I CUMANUFACTURERDALUMINUM CURTAIN WALL"MIN.DEFLECTION 5 1/2 BLOCKING I 1 1/2 ALUMINUM CURTAIN.WALL ASSEMBLY 1 I •+ 1 J 1/2" I SILL FLASHING PROFILE I 3 O ALIGN TYP.I ALUMINUM BRAKE METAL SURROUND. 73/4 CL I 1 w J CONTINUE PAST GYPSUM SILL TO TOP OF WALL FRAMING 1/2 I I STRUCTURAL STEEL COLUMN BEYOND Cy j z I I HEM - - - - - - I c� SHIM 3 2 1/2" z z 5"ALUMINUM JOINT SEALANT O o O o SNAP CAP 270 O 61/2„ 1" O m m JOINTSEALANTAND _ _ PORTLAND, ORE ON JOINT BACKING PLAN F.O.GYPSUM WALL BOARD SILL BELOW, WATER RESISTIVE BARRIER, RUN �q Ol' �g�'�?o COPE AROUND BRAKE METAL SURROUND TYP. SILL FLASHING, 1' {+ WITH 3"END DAMS, I CONTINUOUS OVER SILL PLATE { ¢ PLAN SEE-1D/A 808 I JI Q FITNESS STUD WALL AT PROFILED PANEL ^^ I 2X8 WOOD STUD FRAMING Nennebery Eddy Ji A801 3" = 1'-p° l PLAN AT CLERESTORY WINDOW CORNER SQUARE /x801 PROFILE Y 3" I _ E 9D WALL ASSEMBLY CIO CIL ALUMINIUM WAULPANEL (5 Architects j o Q FLEXIBLE FLASHING { C\'I z RUN OVER SILL PLAT ¢ W. J Cn 61/2" w ` - Q p = 921 SW WASHINGTON STREET SUITE 250 Ct ti V) PORTLANDOREGON 97205 w w WINDOW HEAD AND SILL AT CLERESTORY 903 2274860 TEL p z SQUARE PROFILE WALL _ FLASHING PROFILE www.hennebe edd .com a PANEL,FASTEN BEHIND O EXTERIOR INTERIOR A801 3" = 1'-p" ry Y O Ow SHIM AT SNAP CAP w O 1 WATER RESISTIVE LU x w 3/4 FLASHING PROFILE AT CAP BARRIER, LAP OVER TUALATIN VALLEYRESCUE m C4 PRESSURE PLATE,FASTEN w STRUCTURAL STEEL COLUMN BEYOND z 2 METAL FLASHING BELOW I I THROUGH PLYWOOD ALUMINUM CURTAIN FLASHING,SET IN E 9D WALL ASSEMBLY STATION 51: SEISMIC w U WALL SPANDREL MULLION 4 SEALANT AT SNAP CAP I UPGRADE, RENOVATION, BLOCKING SET C 2 X 8 WOOD STUD FRAMING AND ADDITION ,,.�� w ALUMINUM SNAP CAP, - IN SEALANT PT BLOCKING I . o� RUN CONTINUOUS ? 9D WALL ASSEMBLY SHIM AS REQUIRED ALUMINUM BRAKE METAL 3 X 8 PT SILL PLATE FROM WINDOW JOINT SECANT FINISH TO MATCH SHIM AS REQUIRED 8935 SW Burnham Street c O SYSTEM ABOVEIf- 0 ALIGN MCM WALL PANEL 2 Tigard, OR 97223 CIS 0- 2X8 WOOD STUD FRAMING PRESSURE PLATE, i w - :; JOINT SEALANT 1 FASTENED TO BLOCKING HEA Project no. 12033 STRUCTURAL STEEL COLUMN �, _ _ _ _ _ _ _ _ _ _ _ _ _ SILL GASKET o i CORNER REINFORCEMENT BEAD,TYP. Date: APRIL 9TH,2014 a =2FURRING CLIP - _ _ _ _ L _ 5"ALUMINUM SNAP CAP r _ - _ _ - fi! Revisions: Q a T.O. CONCRETE c L _ - - - - - - - - - - - - - - - DIM POINT FLASHING SET IN f F.O.CONCRETE SEALANT g ca CONCRETE CAST IN PLACE STEM WALL Jill DIM POINT METAL ANGLE FURRING ; F.O.CONCRETE CONTINOUS ° < •. . 5/8"ANCHOR BOLT AT 4'-d'O.C. = = JOINT SEALANT _ _ - , „ 1/2"STEEL SHIM WOOD BLOCKING SHEET METAL f AND JOINT - O SEALANT "_" :' ;,a ANGLE PROFILE BACKING , , • rt` .Y a E 4 WALL ASSEMBLY 1/2'STEEL SHIM " ,; DIM POINT 1'-3" Drawn b CJ FLASHING CLOSURE,SECURE BEHIND 11/2 FLEXIBLE B.O.MULLION Y SHIM AND PRESSURE PLATE °' ' ; .B• • FASTEN PRESSURE PLATE FLASHING ,. : E2 WALL ASSEMBLY J?-' ; :I : % '• Checked by; KW-ITG '� °:. , THROUGH BLOCKING SHEET METAL ° :<- ' `•� CONT.5 X 3 X 1/4 STEEL a, Sheet: LAP PLYWOOD 1" ;., �, ` ' JOINT SEALANT AND JOINT BACKING 3 ANGLE a, FLASHING PROFILE AT ANGLE ANGLE, PAINTED OVER CONCRETE ° a _ FASTENER I° ; - ` '. :'' , a . 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COPING BEYOND AT CANOPY EDGES — — — — — M 1 3/4 Q T.O.STEEL DECK 1 /8" 2 X BLOCKING SHIM 5/8, WATER RESISTIVE BARRIER WRAP UNDER CANOPY T.O STEEL I 6 METAL PANEL AT CANOPY DRAINAGE PLANE A80 3" = 1'-0" SLOT STRUCTURAL METAL DECK DRAIN ROOFING MEMBRANE FLASHING SEAL INTO ° JOINT SEALANT COPING PROFILE WRAP OVER CANOPY MCM WALL PANEL CURB AND WEATHER RECEPTOR w STRUCTURAL ANGLE COPING BARRIER 2 N — STRUCTURAL WIDE FLANGE PROFILE FASTENER WITH NEOPRENE GASKET I 6 T.O.FLASHING 1112 BEYOND GLASS FIBER BATT INSULATION 1/2 SLOT FLASHING 5/8"GYPSUM WALLBOARD 1'-21/2" HEM I FURRING CHANNEL SLOT FLASHING (2)2X8 WOOD STUD FRAMING PROFILE 5/8" 3 _ DIM PT.10'-0 1 1/4" N T.O.MULLION SLOT 1._2, T 3.. ALIGN r 11/8 /8'. CONTINUOUS 2X WOOD STUD FRAMING 16" 3/81NT SEALANT DRAIN STRUCTURAL HSS SECTION JO 5/8" STRUCTURAL FASTENER,WOOD STUD TO STEEL � cz7 11/2 CURTAIN WALL MANUFACTURER PROVIDED BY MCM PANEL SYSTEM O.C.AT UNDERSIDE OF DECKING TYP. a I IY ALUMINUM CURTAIN WALL ASSEMBLY 2 4 SET SLOT FLASHING INTO MCM PANEL RECEIVER FLEXIBLE FLASHING, ¢ JOINT SEALANT AND JOINT BACKING FLEXIBLE FLASHING, � AT EACH FLASHING PROFILE LAP 6"OVER WATER RESISTIVE BARRIER ,AND �m WRAPAROUND CONTINUOUS ACROSS HEADER FRAMING 1 BOTTOM AND TOP OF p WOOD DRAIN BLOCKING 4 1/4" 4 1T 5/8 SHIM WATER RESISTIVE BARRIER 5/8" MCM WALL PANEL SYSTEM AT SOFFIT CANOPY AT SLOT DRAIN TYP. \ METAL PANEL AT CANOPY EDGE �� CANOPY AT FITNESS ENTRY A80 3" = 1'-0" A80 3" = 1'-0" A80 3" 1'-p" j 1 INTERIOR BRAKE METAL PROFILE - I4 _ 2 �� \\ F.O. 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SLOPE _ DIM POINT 12'-8" MOUNTING CLIP WITH BENT TO NEW PARAPE STEEL GUSSET AT EACH SIDE, TOP,CENTER AND BOTTOM OF N 2' ALL SCREEN UNITS AT -0"O.C. DIM POINT 128 - " PARAPET CAP SYSTEM — — _ SEE PET TYP. T.O. PARAPET 00 N I E10DWALL ASSEMBLY STRUCTURAL MASONRY EXPANSION ANCHOR MOUNTING CLIP WITH BENT T.O.PARAPET FRAMING PARAPET CAP SYSTEM STEEL GUSSET AT EACH SIDE, 001 SEE 1/A 801 I TOP,CENTER AND BOTTOM OF DOUBLE TOP PLATE I ALL SCREEN UNITS AT 2-0'O.C. I WELDED WIRE TRELLIS (E)MASONRY WALL TYP. E10D WALL ASSEMBLY I I 1/2"X 1 1/2"DIA-BLACK I PLASTIC SPACERX, X FURRING RUN VERTICAL I STRUCTURAL FASTENER WOOD STRUCTURAL FASTENER I STUD TO METAL DECK AT 12"O.C. WOOD STUD TO METAL DECK AT 12"O.C. I R2 ROOF ASSEMBLY STRUCTURAL FASTENER WOO I STRUCTURAL FASTENER WOOD 3" 6 1/2" STUD TO BENT STEEL PLATE AT STUD TO BENT STEEL PLATE AT STRUCTURAL MASONRY 12"O.C. I R2 ROOF ASSEMBLY 12"O.C. 9 1/2" EXPANSION ANCHOR WATER RESISTIVE BARRIERLAP I W 8 WELDED WIRE TRELLIS PLAN DETAIL 4 WELDED WIRE TRELLIS SECTION DETAIL VAPOR OVER 3" = 1'-0" A803 3 1 O A803 WATER RESISTIVE BARRIER,TYP JOINT SEALANT WITH I I TYPICAL 21/2"x 121/2" EXTRUDED ALUMINUM ALIGN MCM WALL PANEL EDGE JOINT BACKING DIM POINT 11'-3" ASSEMBLY,VERTICAL W/ MCM CEILING PANEL EDGE T.O.STEEL DECK I DIM PT.11'-3" — — T.O.DECK STRUCTURAL DECKING — — 0 — n — DIM. PT. CIL COLUMN MCM WALL PANEL VAPOR RETARDER WRAP I I STRUCTURAL BENT PLATE E3 WALLASSEMBLY DOWN OVER WALL STEEL COLUMN R WATER RESISTIVE STRUCTURAL WIDE FLANGE GASKETED SEPARATION I BARRIER WATER RESISTIVE BARRIER 2"X2"VERTICAL ALUMINUM LAP UNDER w VAPOR RETARDER I LAP OVER FLASHING SEAMLESS TUBE,TYP STRUCTURAL STEEL COLUMN STRUCTURAL BENT PLATE STRUCTURAL DECK FLASHING TYPICAL 21/2"x 121/2" a'- STEEL SHIM Lu EXTRUDED ALUMINUM �° STRUCTURAL WIDE FLANGE FLASHING PROFILE w w ASSEMBLY,HORIZONTAL.TYP , ¢ Cr z 1 PARAPET AT MCM PATIO Z < . 311 11-011 1 4- 13/4LL p O ..;•. .a: F. .STEEL POST N 11/2 F.O.CONCRETE LIP DIM POINT l'- 1 1/2 r T.O.CURTAINWALL C9 WEEP HOLES 9 PATIO SCREEN - PATIO ENTRY MCM WALL PANEL —SHIM AS REQUIRED A803 3" = 1'-0" 1 1/21 WATER RESISTIVE BARRIER,TYP JOINT SEALANT ALIGN W/DOOR STRUCTURAL STEEL BEAM I 12 FASCIA AT PATIO MULLION WHERE WALL SHEATHING,LAP 2"OVER ABO3 $" = 1'-O° OCCURS ALIGN CONCRETE E 10D WALL ASSEMBLY �� PARAPET CORNER AT SHEAR WALL- PLAN l'- 1 1/2" A803 3" = 1'-0" WATER RESISTIVE BARRIER I I DOUBLE ANGLE EDGING, 3" 4" I WELD TOGETHER ANCHOR TO ATTACHMENT CLIPS, TYP EACH SIDE I CONCRETE,TYP TRENCH DRAIN GRATE COVER wI w I CONCRETE SLAB, 1/4^TY 1/4"TYP C) U SLOPES TO DRAIN O O OI U MCM CLOSURE,TYP TYPICAL 21/2"x 121/2" \ LJ Q EXTRUDED ALUMINUM % ° ° I VERTICALEMBLY i OA I I O�N I I OF\tN DIM POINT IO_ TUBE 0 TYPICAL 21/2"x 121/2" TYPICAL 21/z"x 12 1/2" / \ I / \ I I / \ EXTRUDED ALUMINUM ATTACH HORIZONTAL I / \ I / \ \ EXTRUDED ALUMINUM TUBE C-1 CEILING ASSEMBLY r ASSEMBLY,VERTICAL TO VERTICAL W/(2) ASSEMBLY, HORIZONTAL ,1`, ,, ' 1 • ' CONCEALED CLIPS AT - ° ° EACH END,TYP — — — — — — — — — — — SHIM ¢ ALUMINUM BRAKE METAL, ' <° MATCH MCM FINISH V UHDIM. PTCL COLUMN I I"U STEEL PLATE - •:z. ° •• ° — — — ALIGN EDGE OF PLATE I OTYPICAL 21/2"X 121/2" UD NON-SHRINK GROUT F EXTRUDED ALUMINUM TUBE W/EDGE OF COLUMN — — — ,} 'd tr• - • , °; ; f SLOPE BOTTOM OF BASE PLATE — — — — — — — — — — w ASSEMBLY, HORIZONTAL r TRENCH TO DRAIN AT LL LY H 1/4":12"MIN. STEEL COLUMN W/ w ° I GASKETED SEPARATION CONCRETE WALL m I I 2"X2"VERTICAL ALUMINUM SEAMLESS TUBE,TYP 13. TRENCH DRAIN I TYPICAL 21/2"x 121/2" EXTRUDED BLD,HORIZONTAL H270 � EXTRUDED ALUMINUM TUBE � EXTRUDED ALUMINUM DIM POINT T-0" - A803 3" = T-0" I ASSEMBLY,HORIZONTAL.TYP PORTLAND, ORE ON COPING I STRUCTURAL SILICONE I ��a�OF O��O STRUCTURAL SILICONE 2 2F1 -� ! DIM POINT T.O. PARAPET _ = ATTACH W/CONCEALED CLIPS I AND FLUSH SCREWS,TYP n n o FLEXIBLE FLASHING, 12'_6 = 6 PATIO SCREEN - ELEVATION DETAIL I I I VERTICAL Hennebert' Eddy WRAP OVER TOP OF c� 10 PATIO SCREEN -AT INTERMEDIATE VERTICAL TUBE A803 3" = 1'-0" i SEAMLESS TUBE,2"x2" �,� WALL 6", EACH SIDE---,,." T.O:CONCRETE WALL A803 3e = 1'-0" O CONCRETE BELOW �Ir Dr t v - F. 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MCM WALL PANEL D F1I NSTALLED OVER NON-SHRINK GROUT .� - , . .a:•� I 1 INT P-3" SEALER-----ENT a }" . ., SLAB ON GRADE I SYSTEM B.O.MULLION J WATER MCM WALL PANEL cs SLOPES r a EXPANSION JOINT I TYPICAL 21/2"x 12 1/2 •1 +� Drawn by: CJ - DP I = EXTRUDED ALUMINUM I •_ y' Checked by: KW-LTG P * Q •. ' I , 4• : •I 1/4"GALVANIZED STEEL PLATE z ASSEMBLY: +: Sheet: FLUID APPLIED WATERPROOFING ATTACH EXTRUDED 21/2"x8"ALUMINUM SEAMLESS EXTERIOR DETAILS - �. e ' ^" ;_•° , IF m 5' 2 E8 WALL ASSEMBLY TYPICAL 21/2"x 121/2" ALUMINUM ASSEMBLY TO TUBE CUT TO SIZE INDICATED " PATIO STRUCTURAL COLUMN AT w - 3/8"EPDXY ANCHOR _ ' • EXTRUDED ALUMINUM ATTACHMENT"U"CLIPS,ATTACH _ _ `• -• "9. „a ,. ` INTERSECTION OF - U —III-III III_ °. ASSEMBLY, HORIZONTAL.TYP z W/NO VISIBLE FASTENERS -. ..a HORIZONTAL.MEMBERS. O FASTENERS NOT VISIBLE. aU 21/2"x8"ALUMINUM SEAMLESS -III—III—III—III VAPOR RETARDER 2"X2"VERTICALALUMINUM 2 p ;..• = SHIM FOR PLUMB {— a SEAMLESS TUBE;TYP o a TUBE,CUT TO SIZE INDICATED W INSTALLATION.TYP 1 1/2" 0 - - - SCREEN PANEL ASSEMBLY - 21/2 LP A803 r 15 MCM PANEL SILL - PATIO SHEAR WALL 11 PATIO SCREEN CORNER PATIO SCREEN -AT SHEAR WALL �3 PATIO SCREEN - SILL � N - A803 3- _ 1,_0" I A803 g• = 1'-0" A803 3" = 1'-0" n A803 311 = 1'-0,. W Copyright 2014 Hennebery EddyArchitocffi,Inc. WATER RESISTIVE BARRIER, LAP OVER FLASHING BELOW,,., R2 ROOF ASSEMBLY LE7A YSTEM ,- I - - FLEXIBLEFLASHING,LAP BEHINDMETAL FLASHING,AND RUN I T.O. PARAPET 12'-8" ILER CONTINUOUS ACROSS HEADER ElD WALL ASSEMBLY NT.O.CONCRETE FLEXIBLE SHEET FLASHING SET IN SEALANT AND BLOCKED INTO DIM POINT 11'-3" `CURTAIN WALL ..TO DECK •-.. .. � .,p,- '• - - 5" ALUMINUM SNAP CAP I VAPOR RETARDER � .. Y;w t `^ CONTINUE TPO MEMBRANE +b.WRAP OVER WALL :Yd . NEDGE 8" r) e6"OVER TOP OF PARAPET °" ' <` tk4 "h ` ' w < .4 ',•°_ MLY DIM POINT IO'-0" -* ' 'T.O. MULLION INSULATE UNDERSIDE OF DECK I WATER RESISTIVE BARRIER,LAP 6" " , MBLY SUSPENDED CEILING, I STRUCTURAL STEEL DECK UNDER TPO MEMBRANE % "' - °� • : ; I WHERE OCCURS - 1/2"THERMAL BREAK _ -"�, FOAM SEALER AT ALL OPEN _ JOINT SEALANT FLUTES IN DECK, EACH SIDE ' WATER RESISTIVE BARRIER, •` E ' ` WRAP CONTINUOUS OVER : • ` BLOCKING SET .: 3/8"MIN. DEFLECTION HEAD PER ALUMINUM TOP OF WIDE FLANGE GLASS FIBER BATT INSULATION I FLASHING PROFILE IN SEALANT CURTAIN WALL MANUFACTURER ° <: . •,°- WOOD BLOCKING EACH 5/8"GYPSUM WALLBOARD I ' •- ALUMINUM CURTAIN WALL ASSEBLY 1, RUN SIDE OF WIDE FLANGE % L a 51/2 z w I' .•' HORIZONTAL MULLIONS CONTINUOUS AND (2)2x8 WOOD STUD FRAMING - + e 1 1/4 COPE AT STEEL POST CEILING SUSPENSION I 1 JOINT SEALANT W/JOINT BACKING SYSTEM e a•. . co O LL - .• DIM POINT i n `4 T.O.DECK 11'-3` 11 DIM POINT 10'-O IXC) lu : ,-. °�• CURTAIN WALL HEAD TYP. A804 3" = 1'-0" T.O. MULLION 5/8" IG WATER RESISTIVE BARRIER, ' WRAP AROUND END OF CONCRETE WALL E2 WALL ASSEBMLY + tr ° ' VAPOR RETARDER, C-1 CEILING ASSEMBLY SUSPENDED CEILING SYSTEM I - ; +•, .x -c SEALANT AT FURRING JOINT SEALANT AND JOINT BACKING, JONT SEALANT I • •,• ,s" •` WRAP DOWN WALL CLIP FASTENERS TYP. ;•' 3/8"DEFLECTION HEAD PER <' ' , ' ° STRUCTURAL METAL DECK ' CURTAIN WALL MANUFATURER a'T,_•'•. CONTINUOUS SEALANT :.! '• : ' "d z z ALUMINUM CURTAIN WALL ASSEMBLY 2 + E7 WALL ASSEMBLY n L) 11/2"X3" ,4•: -.a •!•;'.�-,- „ � O - •• °• •-"°� . 5/8"GYPSUM WALLBOARD. SHEET METAL ANGLE o LL + . " .. •: :�'. COPE AROUND WIDE FLANGE z , . SHEET METAL ANGLE HEAD AT CURTAIN WALL BBQ `• . A. JOINT SEALANT a A804 < a 3" 1'-0" ° = STRUCTURAL WIDE AND JOINT r - : DIM POINT A. FLANGE BEYOND BACKING _ ' ry F.O.CONCRETE r F ''- T ° o L) 1 PARAPET AT CONCRETE WALL r Z - - - - - - - o LL ° A804 311 1'-0" JOINT SEALANT STEELSHIM AS REQUIRED ALUMINUM DOOR FRAME ALIGN TYP. STRUCTURAL STEEL COLUMN BRAKE METAL PROFILE 21/2"X 6"ALUMINUM CURTAIN WALL SYSTEM SHIM AS REQUIRED 21/2"X 7"ALUMINUM CURTAIN WALL SYSTEM SEALANT W/ JOINT SEALANT MCM WALL HORIZONTAL MULLION BELOW BACKER ROD PANEL SYSTEM _ 4. n 7 1/2.. FACE OF CONCRETE ° f a :e . 12 JAMB AT SHEAR WALL DINING L1112' °'` }` A804 3" = 1'-0" . - E4 WALL ASSEMBLY A. ,. •a STRUCTURAL STEEL COLUMN BEYOND . J., `,, ' ¢ ` + WATER RESISTIVE : , - 1 21/2"X 7" ALUMINUM CURTAIN WALL A • ` r - EXPOSED END AT E2 WALLASSEMBLY SYSTEM, RUN HORIZONTAL MULLIONS , • . ,- BLOCKING SET CONTINUOUS AND COPE AT STEEL POST IN SEALANT i 6 JAMB AT CURTAIN WALL AND STEM WALL 4 ° E4 WALL ASSEMBLY I JOINT SEALANT A804 3" = 1'-Q" e' ra - - '• 5"ALUMINUM I I MCM CLOSURE, ALIGN SNAPCAP MATCH MCM FINISH 1X WOOD SILL,EASE EDGES z SHIM AS REQUIRED,TYP. JOINT SEALANT AND JOINT BACKING 1 1/2" z LL � PLAN DIM POINT T-3" a ° / \ MCM PANEL END AT CONCRETE PLAN c•> - MCM CLOSURE " MULLION o LL A804 311 - 1'-0" _ _ JOINT SEALANT,TYP. � n k� - S- FLEXIBLE FLASHING LAP tl -v JOINT SEALANT AND " • i� I•, ..c : z STEM WALL 2 1 r I U OVER WATER RESISTIVE JOINT BACKING C _ _ r•I CA � Q BARRIER 6` � t-; DIM POINT e f SILL FLASHING e J 1' FACE OF FRAMING ° a AND CLEAT _ _ +�' ' "� CHANNEL FURRING I WATER RESISTIVE BARRIER ` , ' ,% N 1/4"STEEL PLATE 1/4 % i` WATER RESISTIVE BARRIER GALVANIZED m°� •., ' LAP UNDER FLEXIBLE I d. . 270 '-3 FLASHING 1 MCM WALL PANEL SYSTEM PORTLAND, OREGON 4. • 3/8"COUNTER SUNK - JOINTSEALANT < = EXPANSION ANCHOR O SEALANT AT EACH SIDE I ° T9a PO w j w (2)2 X e WOOD STUD FRAMING 1° e • 11. `? z SHIM AND PACK Q w OF HANGER I CONTINUOUS HORIZONTAL MCM O W/NON SHRINK GROUT U WALL PANEL SYSTEM CLIP PER - . ' p Q z E4 WALL ASSEMBLY DOWNSPOUT I a ; _ OF 01:, O O HANGER I El WALL ASSEMBLY MANUFACTURER0. O OLL FLASHING PROFILE I I w •a LL: 71/2" „/4 =+, . _ Hennebery Eddy 3/6 = Architects 1/4 DOWNSPOUT F.O.CONCRETE WALL BELOW Lu `_`A. I '. 0 6"ALUMINUM CURTAIN WALL SYSTEM I I WHERE DRAWINGS CALL FOR JOINT TO ° h� PI - - 11/2[1 1/2 JOINT SEALANT AND I ALIGN WITH WINDOW ELEMENTS AT END y - JI HEM 1X WOOD SILL O JOINT BACKING JAMBS,ALIGN JOINT OPENING WITH JOINT 4 , '; 921 SW WASHINGTON STREETSUITE 250 W I s +^. • " 4 - E2 WALL ASSEMBLY PORTLAND OREGON 97205 13 CURTAIN WALL SILL AT STEM WALL PAINTED PT CANT STRIP OPENING BETWEEN WINDOW MULLION LZiI A804 3" = 1'-Q" 1 I AND ADJACENT MATERIAL 503 2274920 FAX SHIM ". 503 2274860 TEL U - - I - - - •° °° ; w .henneberyeddy,com 7"ALUMINUM CURTAIN WALL SYSTEM o AT HORIZONTAL MULLION SEALANT _ m 1X WOOD SILL _ (E) MASONRY VERTICAL FURRING } ri nN VALLERESCUE TUALA PAINTED WATER RESISTIVE BARRIER STATION 51: SEISMIC LL ALUMINIUM BRAKE SEAL WITHIN 1 1/2'KER , 3 MCM WALL PANEL HORIZONTAL JOINT TYP UPGRADE, RENOVATION, �I _ METAL,WRAP OVER CUT INTO(E)MASONRY 6„ A804 3" = 1'-0° - AND ADDITION co - STEELCOLUMN - - - AND SHIM WITH 1/4" 8935 SW Burnham Street 1/4"SHIM ON EACH 7 JAMB AT DINING ENTRY w Tigard,OR 97223 o SIDE. A804 3" = 1'-0" ¢ HEA Project no. 12033 v 7"ALUMINUM - O - _ N CURTAIN WALL °• 21/2" X6"ALUMINUM w -` °�• e` Date: APRIL 9TH,2014 HORIZONTAL SYSTEM AT SHIM AS REQUIRED,TYP. CURTAIN WALL SYSTEM WATER RESISTIVE BARRIER - . - 7.: a Revisions: c MULLION Q Co JOINTSEALANTAND - JOINT SEALANT n. MCM PANEL SYSTEM .= ':q-�•..�•a _ STRUCTURAL JOINT BACKING , STEEL COLUMN SHIM AS REQUIRED AND iX 3 WOOD SILL ¢ ° J ° FILL VOIDS WITH NON EASE EDGES C7 � ` a ° ci r SHIM AS REQUIRED SHRINK GROUT _ E2 WALL ASSEMBLY c DIM POINT 1'-3" SPANDREL g B.O.MULLION °. E4 WALL ASSEMBLY Drawn by: CJ MULLION IN IM PT. 1'-3" a z N F ;"ems: Checked by: KW- IG ALUMINUM = B.O. MULLION CURTAIN WALL T T a y. •- Sheet: SYSTEM SEALANT AND GLAZING GASKET T.O.CONCRETE a z MCM CLOSURE, MATCH FLASHING + _- -• ` EXTERIOR DETAILS - STEM WALL ;' MCM FINISH FLASHING b . •, ;•� '- 4 DINING CONT.CLEAT r ° FURRING g FURRING CLIP RUN VERTICAL FLASHING PROFILE '• ° 1 1/2" LL FLASHING PROFILE r GYPSUM WALLBOARD,ALIGN LL '`. ALUMINUM -.4 = WITH FACE OF GYPSUM O 6 •.- ° <' SNAP CAP 51/2 WALLBOARD AT WINDOW HEAD CL - - 1 1/2 1 1/4 E4 WALL ASSEMBLY - . 0 o - PLAN CAP END OF MULLION WITH 1/2 p 2 ° o •_7 (n -- PLAN ALUMINUM INSERT HEM' Z 1/2 ! a• y LR A804 Cl) �� r9 HEM 10 SPANDREL MULLION AT STRUCTURE PLAN ( y _ 1 CORNER AT CURTAIN WALL DINING PLAN / 8N` SILL AT CURTAIN WALL BBQ a �4� SHEAR WALL AT MCM � - II _ 1_ a II _ II _ �� 1' _ II N A804 3 _ 1 p A804 3 _ 11-011 A804 3 - 1 -0 A804 3 - 1 -0 � v - - Copyright 2014 Hennebery Eddy Nchbcls.Inc. COPING PROFILE PARAPET CAP SYSTEM 2 9 COPING PROFILE 4 WRAP WATER BARRIER OVER 1/2 - 6 PARAPET HEMS (E)SLOPED SHIM 2X8 TOP PLATE SLOPE_ FASTENER W/NEOPRENE GASKET CONTINUOUS LAP WATER RESISTIVE BARRIER OVER FLASHING, CLEAT RUN CONTINUOUS OVER EAVE 6" i i ADDITION (E) BUILDING RENNOVATION DIM PO NT* I FLASHING R1 ROOF ASSEMBLY T.O. (E) MASONRY VARIES I CUTAND BEND PANEL UP T' CONTINUOUS CLEAT to I RECEIVER TRIM FASTENER i 1 SEALANTHEM METAL PANEL 1 I R1 ROOF ASSEMBLY _ " i I TWO PIECE SURFACE- i MOUNTED REGLET& GUTTER WITH STRAPS AT 2-0"O.C. i COUNTER FLASHING = FINISH TO MATCH METAL ROOF TERMINATION BAR NAIL IN i RIVET AT EACH STRAP COUNTER FLASHING SCRIM REINFORCED FLASHING DIM POINT:T.O. MEMBRANE O ?ti --- -- r E APP.BAY LEDGER VARIES OVER BONDING ADHESIVE MSN• �' � /— - -- , FASTENER t HOT AIR WELD — R2 ROOF ASSEMBLY HOT AIR WELD CUT EDGE SEALANT _ FASCIA PROFILE FASCIA —1 _— CLEAT 7 DIM POINT:T.O. DECK z 1 METAL ROOF RAKE m A805 3: = 1'-0" 1p. RIDGE CAP STRUCTURAL METAL DECK / 12"WIDE METAL PANEL, RUNS VAPOR RETARDER 1/2"HEM CONTINUOUS SEALANT j j THROUGH RIDGE CLOSURE _ ZEE CLOSURE STRUCTURAL ANGLE _ 771 SET IN SEALANT BATTEN STOPS AT RIDGE CLOSURE 1/8" RIVET AT 12"O.C. ROOF TRANSITION FROM ADDITION TO r3 METAL ROOF EAVE AT GUTTER ^ 1/2"HEM TYP. 5 EXISTING BUILDINGA805 311 = 1:-0 11 \ R1 ROOF ASSEMBLY JOINT SEALANT TWO PIECE SURFACE FLASHING PROFILE MOUNTED REGLET& q COUNTER FLASHING TERMINATION BAR NAIL IN 1/2, (3)EQLALLY SPACED HEM (E)ROOF SHEATHING FASTENERS WITH j NEOPRENE GASKET AT COUNTER FLASHING L 1 R1 ROOF ASSEMBLY EACH 12"PANEL TERMINATION BAR NAIL IN CLEAT HEM METAL PANEL 1 " .'- (E)ROOF SHEATHING W H D C-D LAP MEMBRANE 4" EACH END 270 FLASHING PORTLAND, OREGON CLEAT OF�M ' ' MASONRY pnn hpr /� i � T.O. (E) MASON HGIIIIQYGI y Elly Y SCRIM REINFORCED FLASHING 14 8 +/ m MEMBRANE - r ( r D( OVER BONDING ADHESIVE - - Ar(hlteas to CONTINUOUS N z R3 ROOF ASSEMBLY DINT SEALANT n/ Illi. co J I co HOT AIR WELD UNCONDITIONED SPACE 2 METAL ROOF RIDGE/ HIP 921 SW WASHINGTON STREET SUITE 250PORTLANDOREGON 97205 z CUT EDGE S FASTENER ASOS 3° = 1' 0" 503 2274920 FAX EALANT W TEL SCRIM REINFORCED 503 2274860 U� FLASHING MEMBRANE OVER - www.henneberyeddy.com Ln _ - BONDING ADHESIVE,RUN - - - - - o CONTINUOUS OVER SAVE. TUALATIN VALLEY FIRE& — — RESCUE m w R3 ROOF ASSEMBLY STATION 51: SEISMIC Z CUT EDGE SEALANT °' UPGRADE, RENOVATION, cl) l— ANDADDITION m KIT- N 8935 SW Burnham Street _= T.O.(E)SHEATHING 7"TYP. Tigard, OR 97223 / L_ HEA Project no. 12033 a N Date: APRIL 9TH, 2014 jRevisions: to Q i d Drawn by: CJ I _ Checked by: KW- ITG Sheet: _� / EXTERIOR DETAILS - APPARATUS BAY ROOF a w o 6 ROOF TRANSITION APP. BAY TO LIVING. 4 METAL ROOF EAVE A805 _ u A805 3: = 1'-0" A805 3.. = 1.,0.' LL 1 v _ Copyright 2014 Hennebery Eddy kchbets,Inc. PARAPET CAP SYSTEM 3: METAL COPING i FINISHED TO MATCH ROOF 81/2" AT 8"BRICK,61/2" AT 6"BRICK - - WRAP ROOFING MEMBRANE CONTINUOUS OVER COPING 6 SEALANT j APPROXIMATE LINE OF 31/2 MIN. 8' DRAW BAND WITH MECHANICAL UNIT FLASHING MEMBRANE fI COMPATIBLE SEALANT 1/2 2 (E)SLOPED CEDAR SHIM HEMS HEMS PLUMBING VENT STACK I SLOPE----.L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (E)2X6 PT.BLOCKING PARAPET FLASHING PROFILE REINFORCED FLASHING T.O.CURB TO E LEVEL 7 _ FASTENER MEMBRANE CURB FLASHING CONTINUOUS CLEAT R3 ROOF ASSEMLBY (2)PT 2X6 WOOD NAILER 1 6.1 TYP z 3/4"PLYWOOD DIM POINT:T.O. CMU 174.17 +/- FLASHING MEMBRANE ATTACHMENT PLATE AND z REINFORCED FLASHING MEMBRANE FASTENER TOP FLASHING COVER,TYP 2 1 1 RUN CONTINUOUS OVER CURB TOP HOT AIR WELD AND SEALANT Z (E) P.T.4X8 SEALANT I10 — — FASTENER. R3 ROOF ASSEMBLY O CURB HOTAIRWELD 6 MIN. CUT EDGE SEALANT TYP R3 ROOF ASSEMBLY I!, DIM POINT:T.O. 19 i' " 11 555555APP. BAY LEDGER (VARIES) STRUCTURAL STRAP WHERE OCCURS 71 ROOF PENETRATION ( 3 —1 ROOF CURB C:) (E) LOW SLOPE ROOF PARAPET TYP. A _ I 11 _ , II 806 g•• = 1'-0" A806 311 — 1 -0 A806 31' — 1 -0 (E)MASONRY WALL REINFORCED FLEXIBLE FLASHING 7 TPO MEMBRANE WRAP CONTINUOUS OVER PARAPET 270 CUT OFF WATER MASTIC PORTLAND, OREGON SEALANT ALL SIDES CUT EDGE SEALANT HOT AIR WELD AND SEALANT �F 1/2"HEM CONDUCTOR HEAD 22 GA.CONDUCTOR HEAD RETURN SCUPPER BOX ALL SIDES Nennebery Eddy 8 cai WALL BEHIND 1'-0"SQUARE " ca (E)ROOF HATCH (E)OPENING IN CMU 7 l ROOF SCUTTLE CURB W/ - SUMP Ar�hlteltS o INTEGRAL CAP FLASHING n/ 0i REINFORCED FLASHING MEMBRANE ALIGN R3 ROOF ASSEMBLY 9215W WASHINGTON STREET SUI 1250 PORTANDOREGON 97205 SLOPED PT BLOCKINGz THERMOPLASTIC 503 2274920 FAX Lu (2)PT 2X6 co i SECONDARY OVERFLOW COATED FLASHING 503 2274860 TEL 00 I 2"DIAMETER HOLE www.henneberyeddy.com 6, I CUT OFF WATER MASTIC C I CUT EDGE SEALANT TUALATIN VALLEY FIRE& R T.O.CURB _ `� HOTAIR WELD RESCUE in R3 ROOF ASSEMBLY ,` — _ — — DIM POINT: DIM POINT: STATION 51: SEISMIC B.O.SUMP DR.SUMP UPGRADE, RENOVATION, �I — T.O.Cl) BE LEVEL AND ADDITION N 8935 SW Burnham Street m — — — — 1/2"HEM - - - - - � Tigard, OR 97223 J1 1 1 1 1 1 �-21/2"��YY HEA Project no. 12033 N `� I I _ _ Date: APRIL 9TH,2014 Revisions: CU O (E)PT 2X6 OVERFLOW OUTLET DAM Cc — — — TRIM RING BEYOND — — — (E)2X4 STUDS — U 2 1/2"HOLE FOR EXTEND GYPSUM BOARD AS NEEDED OVERFLOW OUTLET w WITH TRIM DAM RING Drawn by: CJ DOWNSPOUT Checked by: KW- ITG DOWNSPOUT Sheet: 21/2" 3" EXTERIOR DETAILS - LOW SLOPE ROOF ROOF SCUTTLE 4 CONDUCTOR HEAD SCUPPER AT (E) PARAPET W CL A806 3.1 = 1' 0" A806 3,. = 1'-0.. A806 811 = 1' 0" r w A806 CL N _ \O - - - CopyrIgM 2014 Nennebery Eddy Architect,Inc. WATER RESISTIVE BARRIER, RUN CONTINUOUS OVER PARAPET E10 D WALL ASSEMBLY PARAPET CAP SYSTEM 1 FLASHING PROFILE T.O PARAPET 12'-8" FLEXIBLE FLASHING MEMBRANE, (E)6" BRICK N I LAP OVER SCUPPER RETURN FLANGE 0 w0 30 (E)11/2"POLYISO 2X8 TOP PLATE Z w o - INSULATION BETWEEN 2X2 J21/2 Tf WOOD FURRING AT 16"O.C. 1 2X8 FRAMING_ Q LL 3 ' l'-6"SQUARE / 1/2"CEMENT BOARD I 11/4 CT WHERE OCCURS 1/2 ' LOCATION OF DRAIN SHOWN HEM DIAGRAMATIC,COORDINATE LOCATION OF ROOF DRAIN W/ HEAD FLASHING SET IN BED WATER RESISTIVE BARRIER-, ROOF STRUCTURE OF SEALANT,MATCH FINISH j RUN CONTINUOUS UNDER OF WINDOWX, SCUPPER OPENING 3"MIN INSULATION DEPTH SCUPPER BOX ASSEMBLY DIM POINT:T.O. SEE 7/A807 ROOFING MEMBRANE FLASHING, R2 ROOF ASSEMBLY WELD&SEAL TO ROOFING AWNING WINDOW R.O. (E) 2X4 WOOD NAILER MEMBRANE PER MANUFACTURER TAPERED INSULATION,TYP I SHIM AS REQUIRED INSTRUCTIONS JOINTSEALANTAND CORNER TILE PROFILE DRAIN STRAINER JOINTBACKING SLOPE 1/4: 1'-0' ROOFING MEMBRANE JOINT SEALANT DRAIN CLAMP RING ALUMINUM WINDOW UNIT IN N MCM PANEL RETURN,TYP DRAIN BOWL y TWO PIECE RECEPTOR AT OPENING . cc ALUMINUM SCUPPER Trilksw DIM PT.11'-3" BASE FLASHING p TO DECKING J ,•.+ t' n,•c:. .,c rr tea.. W ` �y'�`i-iy'iV'vn�`'4''y. = ^��c<$'s`v �•,fs� W. AIR DAM BLOCKING =;< ur2kk5aawr sr w i. ALUMINUM WINDOW TYP. VAPOR RETARDER LAP OVER }r, y� % �'= r FLASHING WEATHER RESISTIVE BARRIER WATER RESISTIVE BARRIER. >u �ti `� - SEALANT WRAP CONTINUOUS ROOF EDGE-/ JOINT SEALANT AND VAPOR RETARDER LAP OVER VAPOR RETARDER D 3/8"SHIM WATER RESISTIVE BARRIER STRUCTURAL DECKING JOINT BACKING WOOD SILL 1X PAINTED 2X6 SOFFIT 2X4 WOOD NAILER FOAM SEALANT INSULATION DIM POINT:B.O. Z FRAMING I FILL VOIDS BETWEEN FLUTES AWNING WINDOW R.O. (E) CD z WATER RESISTIVE I OF DECK AND TOP OF WIDE SILL FLASHING SET IN BARRIER, LAP 6" FLANGE-WALL OVER FLASHING BED OF SEALANT, NAILER UNDERDECK CLAMP MATCH FINISH OF - WINDOW E68 WALL ASSEMBLY FLASHING I STRUCTURAL WIDE FLANGE SHIM AS REQUIRED F.O.(E) BRICK BEYOND LL _V E1D WALL ASSEMBLY MCM WALL PANEL WOOD BLOCKING SILL FLASHING PROFILE WEEP HOLES (2)2X8 FRAMING 1/2"CEMENT BOARD 2 WRAP WATER RESISTIVE BARRIER- - - - - SILL PLATE p CT,WHERE OCCURS, 3/4 MATCH DEPTH OF MCM WALL DIM PT.10'-0" - 1 1 3/8 WINDOW PANEL SYSTEM TO MULLION E4 WALLASSEMBLY DOWNSPOUT CEILING ASSEMBLY FRAME ra FLASHING PROFILE a DOWNSPOUT SUPPORT BATT INSULATION .6 TOP AND BOTTOM ° �' I' + 5/8"STRUCTURAL DIA. 4 GYPSUM WALLBOARD q 4. ANCHOR BOLT AT4"O.C. - -� ' LAP WATER RESISTIVE BARRIER B.O.MULLION a - OVER DOWNSPOUT SUPPORT BLOCKING 1 HEAD AND SILL AT LOCKER ROOM INFILL V-3„ MCM CLOSURE, MATCH MCM •. A807 3" - 1'-0" '• ;' 1 � WOOD BLOCKING FINISH ALIGN J a 11/2 LU w ,. . w w JOINT SEALANT ; • - ir 1/4' U z 1 •d O w O LC O (E)6„BRICK 2'-3 6" i % /, (E)1 1/2"RIGID INSULATION 7 SILL AT MCM PANEL AND STEM WALL 4 ROOF DRAIN I _ A807 3" = 1' 0" A807 3" - 1'-0" COZ PARAPET CAP SYSTEM 1 E6B WALL ASSEMBLY T.O PARAPET FLEXIBLE FLASHING,LAP OVER SCUPPER FLANGE SCUPPER BOX ASSEMBLY N I 2X8 WOOD STUD FRAMING m WATER RESISTIVE MEMBRANE 5/8"CEMENT BOARD ARCff FLEXIBLE FLASHING, LAP OVER SCUPPER SCUPPER RETURN FLANGE ON ALL l'-6"SQUARE TOP AND SIDE FLANGES SIDES,W/WELDED CORNERS ��CT,WHERE OCCURS f 1{ C� TOP OF WALL g SCUPPER HEAD FLASHING,SIM AT FASTENER WITH NEOPRENE GASKET 2X4 WOOD NAILER � H D (71 OPENING SIDES OF SCUPPER I LOCATION OF DRAIN SHOWN JAMB FLASHING 270 —3 RETURN SCUPPER FLANGES 4" SHIM EXTEND PANEL END CLOSURE DIAGRAMATIC,COORDINATE JOINT SEALANT WITH ALL SIDES - PORTLAND, ORE ON °O-° AT TOP OF SCUPPER LOCATION OF ROOF DRAIN JOINT BACKING 1X4 WOOD NAILER MANUFACTUREDSED END 1/8' W/ROOF STRUCTURE ALUMINUM SEALANT 0 SCUPPER 1/S" ALUMINUM PLATE WINDOW � OF Og�� MANUFACTURED SCUPPER ROOFING MEMBRANE FLASHING, R2 ROOF ASSEMBLY 3/8"SHIM 1' OVERFLOW,FINISH TO ° WELD&SEAL TO ROOFING oj�nn r MCM PANEL n MATCH MCM PANEL.SET IN MEMBRANE PER MANUFACTURER Henll��ly Eddy OPENING W/ CONTINUOUS BED OF INSTRUCTIONS TAPERED INSULATION,TYP RETURNED ENDS SEALANT OVER SCUPPER DRAIN STRAINER JAMB FLASHING BASE FLASHING ROOFING MEMBRANE PROFILE 3 n r��'+A�+s vl DRIP EDGE DRAIN CLAMP RING 1 H `C ` � EQ EQ S DRAIN BOWL DIM POINT: 1/4' 1/4" � C.L.SCUPPER N 9215W WASHINGTON STREET SUITE 250 N PORTLAND OREGON 97205 r 503 2274920 FAX z MCM PANEL RETURN,TYP AT OPENING www.h503 2274860 nn b y.com TEL cW1 2„ 2 JAMB AT LOCKER ROOM INFILL WINDOW 7U/1LAT1N VALLEY FIRE$ SCUPPER ELEVATION RESCUE o _ TO DECKING ASO7 3e = 1'-0" 6 SCUPPER ELEVATION, TYP. E76 WALL ASSEMBLY LL A� 3" = 1'-0" ALUMINUM UPGRADE, RENOVATION, FLASHING SCUPPER SILL i 1/2"SHEATHING AND ADDITION MCM WALL PANEL 8935 SW Burnham Street VAPOR RETARDER LAP I SEAL AIR BARRIER TO DRAIN FLANGE ALL AROUND m UNDER WATER o - STRUCTURAL DECKING Tigard, OR 97223 VAPOR RETARDER LAP RESISTIVE BARRIER CARRIER SYSTEMMCM WALL L HEA Project no. 12033 I 2X4 FRAMING OVER WATER ESCUTCHEON PLATE I Date: APRIL 9TH,2014 RESISTIVE BARRIER 6" I z 2X4 SILL O Revisions: WATER RESISTIVE BARRIER, LAP PLUMBING PIPE INSULATION I UNDER VAPOR RETARDER 6" o _ FLASHING 1/4' - - - - O MCM WALL PANEL SYSTEM CWT,WHERE OCCURS, Drawn by: CJ 1/2"CEMENT BOARD Checked by: KW-ITG - - -_ _ \Y (E)RIGID INSULATION Sheet: DIM PT. 10-0" _ __ - - - - - Z m EXTERIOR DETAILS MCM PANELJOINT p t ' - I M 1/2" / HEM Uj C!) 5 ROOF DRAIN AT FITNESS CANOPY ENTRY 3 MCM PANEL SILL AT LOCKER ROOM INFILL W A807 A807 311 = 11-011 A807 3" = T-0" d v - - Copyright 2014 Henwbery Eddy Architects,Inc. OWNER/TENANT: FINISH NOTES FINISH SCHEDULE I. SEE SPECIFICATIONS FOR ADDITIONAL NOTES AND REQUIREMENTS KEY MATERIAL MANUFACTURER TYPE/COLOR SIZE REMARKS MF-I TO MATCH MALL FLOORING MALL OPERATIONS MANAGER VERIFY WITH MALL MANAGEMENT VARIES COORDINATE WITH MALL MANAGEMENT GODIVA 2. SEE FINISH SCHEDULE FOR ALL FINISH SPECIFICATIONS _z /�QT-I QUARRY TILE - (NON-SALES) AMERICAN OLEAN "QOro "FAWN GREY" 6" X 6" X 1/2" WATERPROOF UNDER ALL WET AREAS. SEAL ALL TILE AND GROUT Chacolatier 3. SEE RESPONSIBILITY SCHEDULE FOR SCOPE DIVISION WITH 2 COATS OF MIRACLE SEALANT 511 H2O PLUS OR APPROVED GODIVA CHOCOLATIER, INC. EQUAL 333 WEST 34TH STREET 4. NO EQUALS OR SUBSTITUTIONS WILL BE PERMITTED UNLESS REVIEWED AND LL WF-I WOOD FLOORING PID FLOORING SKU" FLDRD036 - COMMERCIAL URETHANE WIWI X 7" X 84" WATERPROOF UNDER ALL WET AREAS. NEW YORK, NY 10001 APPROVED BY GODIVA IN WRITING. WITH ALUMINUM OXIDE ADHESIVE BY T.G.G. PROJECT PLANNER: 5. CONTRACTOR TO FOLLOW ALL MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND REQUIREMENTS. BQ-I QUARRY BASE AMERICAN OLEAN "Q3565 COVE BASE, COLOR: Q06 "FAWN GREY" 5" X 6" HIGH W/ MIN. a 3/8" COVE RADIUS 6. TO AVOID COMPLICATIONS WITH CUSTOM OR LONG LEAD ITEMS, THE BW-I WOOD BASE WITH METAL METAL CLADDING PROVIDED BY GODIVA VENDOR, OVER WOOD SUBSTRATE 1/2" x 4" ON SALES FLOOR CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE REPRESENTATIVE LISTED a e CLADDING PROVIDED AND INSTALLED BY GG IN THE VENDOR CONTACT LIST ON SHEET A001 WHEN ORDERING MATERIALS. 1. THE GENERAL CONTRACTOR SHALL BE LIABLE FOR ANY AND ALL UPCHARGE P-2 PAINT BENJAMIN MOORE OOC-5-1 CAPRI COAST - EGGSHELL - INTERIOR SALES AREA WALLS COSTS ASSOCIATED WITH THE DELAY OF ORDERING REQUIRED MATERIALS AS P-3 PAINT BENJAMIN MOORE WHITE ENAMEL FINISH SEMI-GLOSS - STOCK ROOM WALLS SPECIFIED. P 4 PAINT BENJAMIN MOORE • 2114-10 BITTERSWEET CHOCOLATE - FINISH SEMI-GLOSS - SALES AREA DOOR AND FRAME WJCA INC. 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER P-5 PAINT BENJAMIN MOORE • 2114-10 BITTERSWEET CHOCOLATE - FINISH EGGSHELL STOREFRONT CEILING AND SOFFIT WALLS 763 SUSQUEHANNA AVE. PREPARATION OF ALL NEW AND EXISTING SURFACES IN A SATISFACTORY FRANKLIN LAKES, NJ 07417 MANNER TO RECEIVE NEW FINISHES. THIS INCLUDES THE DEMOLITION AND u P-6 PAINT BENJAMIN MOORE "OC-61 WHITE DIAMOND NATURA INTERIOR FLAT 0512 FINISH - SALES AREA CEILINGS TEL: 201-848-9060 REMOVAL OF NECESSARY ITEMS. TOUCH-UP AND/OR REFINISH OF SURFACES Q FAX: 201-848-9881 DAMAGED BY SUBSEQUENT WORK SHALL BE THE RESPONSIBILITY OF THE FR'-I FIBER REINFORCED PANELS MARLITE STANDARD COLOR: 8100 WHITE 48" X36" TOILET ROOM / STOCK ROOM AT SINKS GENERAL CONTRACTOR THE GENERAL CONTRACTOR SHALL PREPARE THE ARCHITECT: EXISTING FLOOR PRIOR TO THE APPLICATION OF FINISH FLOORING. THE EXISTING CONCRETE SLAB MUST BE SMOOTH AND LEVEL TO WITHIN A u 5F-I METAL STOREFRONT ANODIZED ALUMINUM, FINISH: KALLNEER MEDIUM BRONZE. VARIES SUBMIT SAMPLES TO GODIVA PRIOR TO PROCUREMENT. TOLERANCE OF ONE-EIGHTH INCH PER FOOT. LATEX CEMENT PATCHING ry COMPOUND SHALL BE UTILIZED (NO ASPHALT BASED COMPOUNDS). �" MT-I BRAKE METAL AT STOREFRONT METAL - COLOR TO MATCH GLAZING FRAMES SUBMIT SAMPLE 70 TENANT AND LANDLORD FOR APPROVAL PRIOR TOPROCUREMENT. 9. ALL JOINTS IN GYPSUM BOARD WALLS SHALL BE FINISHED WITH PAPER TAPE DAVID A. UDKOW 2" WIDE AND THREE COATS OF VINYL, DRY OR PREMIXED JOINT COMPOUND, I WALL TILE ASI CERAMIC COLLECTION SKU DSNHI001 COLOR: BRONZE 2" X 8" x 5/16" (NOM.) 11881 NORTH 113TH WAY ALL OUTSIDE CORNERS SHALL BE FINISHED WITH METAL CORNER BEADS, SCOTTSDALE, AZ 85259 a--+ TAPED AND SPAGKLED. DARK WINDOW VINYL FILM AVERY DENNISON - -100 HIGH PERFORMANCE OPAQUE VINYL DARK - (APPLIED t0 STOREFRONT TRANSOM) BROWN HP 100-983-0 CONTACT: AVER DENNISON 1-800-345-1112 10. THE PAINT CONTRACTOR SHALL REMOVE ALL HARDWARE, SWITCH COVERS ETC. PRIOR TO PAINTING AND BE RESPONSIBLE FOR THE REINSTALLATION AFTER PAINTING IS COMPLETED. GT-I GROUT LATICRETE 022 MIDNIGHT BLACK TO BE USED WITH WT-1 1/8" THr, GROUT SPACING SEAL ALL TILE AND GROUT WITH 2 COATS OF MIRACLE SEALANT 511 O H2O PLUS OR APPROVED EQUAL 11. ALL JOINTS BETWEEN MATERIALS TO BE TIGHT AND CONSTRUCTED IN A NEAT SEAL ALL TILE AND GROUT WITH 2 COATS OF MIRACLE SEALANT EM �U WORKMANLIKE MANNER GT-3 GROUT LATICRETE SPECTRALOCK PRO PREMIUM GROUT - COLOR: %0 DUSTY GRAY TO 1/8 THK. GROUT SPACING H2O PLUS OR APPROVED EQUAL V BE USED WITH QT-I 12. ALL FINISHES SHALL BE TOUCHED UP TO CORRECT ANY IMPERFECTIONS AFTER INSTALLATION. FIXTURE CONTRACTOR SHALL PROVIDE TO THE GENERAL LIC. #: 2182 0 CONTRACTOR MATERIALS FOR TOUCH UP WORK EXP. DATE: 6/30/16 v 13. GLEAN ALL GLASS SURFACES WITH LIQUID GLASS CLEANER AT PROJECT 7C)GODIVA COMPLETION. 14. PAINT ALL DOORS AND JAMBS, SEMI GLOSS IN FINISH TO MATCH ADJACENT Chocolatier FINISH, WHERE OCCURS, UNLESS NOTED OTHERWISE. STORE NO: 15. PAINT EXPOSED STRUCTURE, DUCTWORK, INSIDE OF DIFFUSERS, PIPING, SALES 524 > AREA SAME AS ADJACENT WALL COLOR 16. ALL MATERIAL t FINISHES TO BE CLASS "A" RATING. PROJECT LOCATION: I WASHINGTON SQ. MALL SPACE B04 0) 9585 SW WASHINGTON Lo SQUARE ROAD N RESPONSIBILITY MATRIX NOTES NOTES PORTLAND, OR 90703 Lo CO 1. ANY ITEM SHOWN ON DRAWINGS AS NEW CONSTRUCTION, GENERAL NOTES: N BUT NOT SPECIFICALLY ADDRESSED IN RESPONSIBILITY Q MATRIX SHALL BE ASSUMED TO BE GENERAL CONTRACTOR I. REFER TO ELEVATIONS FOR SPECIFIC FINISH LOCATIONS. ISSUE DATE: FURNISHED AND INSTALLED. 2. ABSOLUTELY NO SUBSTITUTIONS WILL BE PERMITTED FOR SPECIFIED MATERIALS UNLESS WRITTEN APPROVAL IS NO. DATE DESCRIPTION 2. IF SCOPE OF RESPONSIBILITY ON SCHEDULE IS IN OBTAINED FROM TENANT REPRESENTATIVE. 12-11-15 ISSUED FOR BID, W CONFLICT WITH DRAWINGS OR SPECIFICATIONS, GENERAL REVIEW ANDLORD J CONTRACTOR MUST NOTIFY ARCHITECT AND CONSTRUCTION MANAGER PAINTING NOTES: I. PAINT TO BE AS SPECIFIED ABOVE, NO EXCEPTIONS. Q 2. ALL PAINTABLE SURFACES TO HAVE ONE COAT OF PRIMER AND TWO COATS OF PAINT. 3. ALL CEILING RETURN BOXES ARE TO BE PAINTED BLACK ON THE INSIDE OF RETURN DUCT AS FAR AS POSSIBLE. 0 0 Q T DAVID A. UDKOW 2182 SCOTTSDALE, AZ <R t �a� 0 ply z T co DRAWING TITLE: FINISH T SCHEDULE >T 0 Y 0 PROJECT NO: 154129 Q DRAWING NO: \Q A104 0 ALUMINUM CURTAIN WALL SYSTEM L<9 MCM WALL PANEL JOINT WHERE DRAWINGS CALL FOR ALIGN m JOINT TO ALIGN WITH DIM.PT. WINDOW ELEMENTS,ALIGN T.O.MULLION JOINT OPENING WITH JOINT 21/2"X 6"CURTAIN OPENING BETWEEN WINDOW 2X4 WOOD STUD FRAMING EACH SIDE OF FIXTURE WALL MULLION MULLION AND ADJACENT • MATERIAL MCM WALL PANEL SYSTEM -TT la: LjA— + Z /8" O HEQEQ Cl CEILING ASSEMBLY a � -� CANOPY LIGHT FIXTURE . 5/8.1 I 5/8" o � MCM PANEL SOFFIT RETURN 1"TYP ALIGNI 5 21/2" X 6" MULLIONTYP. - -j WEATHER RESISTIVE BARRIER RETURN JOINT AT CURTAIN WALL ELEVATION, TYP. - AROUND EDGE OF PLYWOOD. DIM POINT:CL MCM JOINT BEYONDA808 3" = 1'-p" A808 3" = 1'-p" 12 FIXTURE AT CANOPY r9" LIGHT FIXTURE AT MCM SOFFIT PANEL A808 3" = 1' 0" A808 311 = 1' 0" ALUMINUM CURTAIN MCM WALL PANEL SYSTEM REFER TO A200 FOR WALL ASSEMBLY I - WALL SYSTEM � AT VERTICAL JOINT I y� I I I OPERABLE WINDOW (J' 00 I I FF-- I I 00 Lu MCM PANEL CLOSURE STRIP AT JOINT SHIM AS REQUIRED I FURRING CLIP RUN VERTICAL PLAN CASEMENT WINDOW AT CURTAIN WALL- � 6 SECTION MCM PANEL VERTICAL JOINT A808 3" = 1'-0" A808 311 = 1'-0" ALUMINUM DOOR ` WALK-OFF GRATING _ ANGLE EDGING, (OMIT AT SIM)ANCHORTg CONCRETE,TYP 1/4"TYP 1/4"GAP TYP '�` '� 1/4"ANODIZED MCM WALL PANEL SYSTEM CONCRETE SLAB I I I I AT VERTICAL JOINT ALUMINUM DOOR DOOR THRESHOLD, MCM PANEL CARRIER - REFER TO A200 FOR WALL ASSEMBLY ' W/BEVELED EDGES SET IN SEALANT SETANGLE CURTAIN WALL MULLION U e EDGING OVER o- w COMPRESSIBLE GASKET OPERABLE WINDOW �1°C D ��C WEEP RECESS ° w L TO ADJACENT •° ° ° •°'; 1/2"RIGID _ PLANTER(NOT f� INSULATION SHOWN) THERMAL BREAK MCM PANEL CLOSURE STRIP AT JOINT e v W HY . D ' R-15 EXPANDED210 � 3 _ POLYSTYRENE INSULATION PORTLAND, ORE ON CURTAIN WALL JAMB AT CASEMENT PLAN �F 10 DOOR AT SLAB EDGE TRANSITION � WINDOW TYP. �3� MCM WALL PANEL HORIZONTAL JOINT ,1 _ A808 311 = 1'-0" A808 311 = 1 _p, Henne6ery Eddy - A808 3 _ 1 p 01 0 Architects N Inc. 921SWWASHINGTON STREET SUITE 250 PORTIANDOREGON 97205 Z - - - 503 2274920 FAX LU 503 2274860 TEL UI _ www.henneberyeddy.com �- Ln o TUALATIN VALLEY FIRE& RESCUE j STATION 51: SEISMIC -1 LL PLANER AREA UPGRADE, RENOVATION, SIDEWALK BEYOND AND ADDITION N - - / 8935 SW Burnham Street WALK-OFF GRATING DOOR Tigard,OR 97223 i HEA Project no. 12033 v FCURTAIN WALL ` N MULLION Date: APRIL 9TH,2014 Revisions: 7- f—SLOPE 1/4": 1'MIN. ` FIXED WINDOW-----,,,,. o = z 1.. Ir Drawn by: CJ Checked by: ITG-MVO Sheet: EXTERIOR DETAILS SILL END DAM DIAGRAM (AXONOMETRIC 11 TRENCH TO PLANTER TRANSITION A808 DOOR 1-011 AT ACURTAIN WALL TYP. A�4� VIEW) W A808 311 _ 1'-01I 311 1 II _ 11-011 a U) H C'j LU A808 1 a Copyright 2014 Henne6ery Eddy A ddbM Inc. I . I .� FINISH SCHEDULE DOOR SCHEDULE WALLS (E) (E) DOOR FRAME DETAILS ROOM FLOOR FLOOR FLOOR SIZE (NOMINAL) NO. ROOM NAME NORTH EAST SOUTH WEST CEILING BASE BASE FINISH FLOOR NOTES MARK Room TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB 1 JAMB 2 RATING NOTES I 1 100 (E)OUTSIDE STORAGE P-1 P-1 P-1 P-1 P-1 N/A N/A CONCR. (E CONCR.. 101 (E)SHOP P-1 P-1 P-1 P-1 (E N/A FARB CONC. FARF 114A UPS 2B 2'-6" 7'-0" 0'-2" (E) (E (E (E (E) (E (E (E) NR ACOUSTIC;MODIFY EXISTING DOOR TO INCORPORATE LOUVER 102 (E TOILET/SHWR. P-1 P-1 P-1 P-1 P-1 RB RB-1 CONC. (E CONC. 122A PUBLIC TOILET 1A 3'-0" 7'-0" 0'-2" WD CLR 1 HM P-3 1/A901 2JA901 2/A901 NR ACOUSTIC 103 (E COMMUNITY ROOM P-1 P-1 P-1 P-1 (E) RS RB-1 CPT CPT-2 SEE RCP LEGEND 128A DORM 3 1A 3'-0" 7'-0" Or-2" WD CLR 1 HM P-3 1/A901 2/A901 2/A901 20MINUTE ACOUSTIC 104 (E FLEX P-1 P-1 P-1 P-1 (E) RB RB-1 CPT CPT-1 SEE RCP LEGEND 129A FEMALE LOCKER 1A 3'-0" T-0" 0'-2" WD CLR 1 HM P-3 1/A901 2/A901 2/A901 NR ACOUSTIC 105 (E) PUBLIC TOILET P-1 P-1 P-1 P-1 GYP,P-1 CT FARB CT FARF 130A FITNESS 3A 3-0" 7'-0" 01-211 WD CLR 1 HM P-3 5/A901 4/A901 5/A901 ACOUSTIC 1JJ 106 (E ENTRY P-1 P-1 P-1 P-1 (E RB I RB-1 WM WM-1 SEE RCP LEGEND 1308 FITNESS 2A 3'-0" 7'-0" Or-2" ALUM P ALUM P,SEE NOTE NR ACOUSTIC ALUM.DOOR IN CURTAINWALL SYSTEM, FINISH TO MATCH MCM PANEL SYSTEM -1 107 (E APPARATUS BAY P-1 P-1 P-1 P-1 P-1 N/A N/A CONC. , (E)CONC. 131A DINING 2A 3'-G' 7'-0" 0'-2". ALUM P ALUM P,SEE NOTE NR ACOUSTIC,ALUM. DOOR IN CURTAINWALL SYSTEM,FINISH TO MATCH MCM PANEL SYSTEM 108 (E) ELEC.CLOSET P-1 P-1 P-1 P-1 P-1 N/A N/A CONC (E CONC 109 (E COMM. P-1 P-1 P-1 P-1 P-1 N/A N/ARB- CONI. CPT_lCONC. GENERAL DOOR SCHEDULE NOTES DOOR TYPES FRAME TYPES 110 (E DORM 1 P-1 P-1 P-1 P-1 ACT RB RB-1 CPTNCT CPT-1 111 (E DORM 2 P-1 P-1 P-1 P-1 ACT RB RB-1 CPT CPT-1 112 (E JC P-1 P-1 P-1 P-1 P-1 RB (E) VCT (E)VCT 1. ADA COMPLIANT LEVER HARDWARE AT ALL HINGED *REFER TO MAIN ABBREVIATION LIST FOR 113 (E) MALE LOCKER P-1 P-1 P-1 P-1 ACT CT (E)CT CPT CPT-1 DOORS,TYP. ABBREVIATIONS NOT INDICATED HERE 114 UPS P-1 P-1 P-1 P-1 P-1 RB RB-1 CPT VCT-1 DOOR SIZE 2. WHERE DOOR IS NOTED AS ACOUSTIC DOOR, ALUM ALUMINUM DOOR SIZE DOOR SIZE DOOR SIZE DOOR SIZE 1 115 (E)STOR/MECH P-1 P-1 P-1 P-1 P-1 RB RB-1 CONC. (E)CONC SEE RCP LEGEND PROVIDE:PERIMETER SEALS, INSULATED DOOR,ACOUSTIC CLR CLEAR FINISH 4" 4" r 116 (E)EMS P-1 P-1 P-1 P-1 P-1 RB (E) VCT (E)VCT SEE RCP LEGEND BLANKET INSULATION AT HM FRAMES HDW HARDWARE 1 117 (E)LN DRY P-1 P-1 P-1 P-1 P-1 RB (E VCT (E)VCT SEE RCP LEGEND AT OTHER INTERIOR NON-ACOUSTIC DOORS, HM HOLLOW METAL 118 (E)MALE SHWR P-1 P-1 P-1 P-1 P-1 CT (E CT CT (E) SEE RCP LEGEND PROVIDE:SILENCERS, NON-INSULATED DOOR, NO LVR LOUVER o G o INSULATION AT FRAMES MATL MATERIAL 119 (E)MALE TOILET P-1 P-1 P-1 P-1 P-1 CT (E CT CT (E)CT SEE RCP LEGEND (E)RECITE MFR MANUFACTURER � N 1 120 (E)FLEX P-1 P-1 P-1 P-1 (E RB RB-1 CPT CPT-1 SEE RCP LEGEND 3. EXTERIOR DOORS PROVIDE: P PAINT 121 STOR P-1 P-Y P-1 P-1 GYP,P-1 CT RB-1 CT CPT-1 PERIMETER SEALS,WEATHER STRIPPING TG TEMPERED GLAZING N g° _N 122 PUBLIC TOILET P-1,CWT-1 P-1/CWT-1 P-1,CWT-1 P-1,CWT-1 GYP,P-1 CT FARB CT FARF WD WOOD ( C0 123 (E)MAIN ENTRY P-1 P-1 P-1 P-1 (E RB RB-1 WM WM-1 SEE RCP LEGEND 4. WHERE DOOR IS NOTED WITH ACOUSTIC AUTOMATIC Cr z TG z 0 124 (E)HALLWAY P-1 P-1 P-1 P-1 DOOR BOTTOM: PROVIDE ACOUSTIC AUTOMATIC DOOR ¢ ¢ p ' (E) RB RB-1 CPT CPT-1 SEE RCP LEGEND \ \ \TG ° \ 125 (E)DAYROOM P-1 P-1 P-1 P-1 (E) RB RB-1 CPT CPT_l SEE RCP LEGEND BOTTOMLip 126 (E)KITCHEN P-1 P-1 P-1 P-1 (E RB FARB VCT FARE SEE RCP LEGEND 127 (E)OFFICE P-1 P-1 P-1 P-1 (E RB RB-1 CPT CPT-1 SEE RCP LEGEND o 126 DORM 3 P-1 P-1 P-1 P-1 ACT N/A RB-1 N/A CPT-1 129 FEMALE LOCKER P-1/CWT-1 (E P-1,CWT-1 P-1,CWT-1 P-1,CWT-1 GYP,P-1 N/A FARB/RB-1 N/A FARF/CPT-1 1A 2A 2B aA 1 LOUVER 130 IFITNESS P-1 P-1 P-1 P-1 ES,P-4(WHITE) N/A RB-1 N/A RF-1 .75 SF MIN. 131 IDINING P-1 P-1 P-1 P-1 ACT N/A FARB N/A IFARF FREE AREA FINISH ABBREVIATIONS KEY ACT-1 SUSPENDED ACOUSTICAL TILE CEILING SYSTEM CPT-1 CARPET CWT-1 CERAMIC TILE 4"X4" FARB FLUID APPLIED RESINOUS BASE FARF FLUID APPLIED RESINOUS FLOORING 1 DOOR GYPSUM WALLBOARD GYP GYPSUM BOARD ALIGN AND FINISH TO MATCH P-1 PAINT 1001, (E)ADJACENT FINISH RB-1 6"RESILIENT BASE RB-2 4"RESILIENT BASE �'•'ti '� WOOD FRAMING ES EXPOSED STRUCTURE RIPPED TO MATCH RTF-1 RUBBER TILE FLOORING OPENING WIDTH VCT-1 VINYL COMPOSITION TILE (E)MASONRY WALL SEE WALL TYPES DOOR 2X6" HEADER GYPSUM WALLBOARD HOLLOW METAL FRAME (E MASONRY WALL FIELD VERIFY WIDTH FURRING WALL FRAME OVERLAPS GYPSUM HOLLOW METAL FRAME SEE PLAN FOR ASSEMBLY TYPE 1/2"AT RATED DOORS,TYP. HOLLOW METAL FRAME JOINT SEALANT _ _ CORNER BEAD 1 FURRED WALL 1/4p 1" JOINT SEALANT CORNER BEAD SEE PLAN FOR NY—a 1/4 ASSEMBLYTYPE _ HM JAMB/HEAD AT (E MASONRY WALL 4 INFILL 1 TYPICAL HOLLOW METAL DOOR HEAD A901 3 M DOOR AT E MASONRY WALL A901 3" = 1'-p" A901 3" = 1'-0" ARC, g,E D GYPSUM WALLBOARD . (E) MASONRY WALL ALIGN W/(E) FINISH 3' MIN. ASSEMBLY W HY .' D 2X BLOCKING TYP. 270. 3 � + � PORTLAND, ORE ON (E INSULATION w OF (E 5/8" GYPSUM BOARD z I \\ \ c \� 5/8" GYPSUM BOARD °D HenneherY Edd Y HOLLOW METAL FRAME Architects Ld N \ \\ (E)MASONRY WALL 3 GANG SWITCH B0 921 5W WASHINGTON STREETSUITE9E 250- WHERE OCCURS PORTLAND OREGON 97205 - .� �;. - - - 5003 2274920 FAX - Z _ ' FURRINGANGLE , - F7r 3 2274860 TEL u3 METAL U� _- a° :, 1/4' www.henneberyeddy.com CAST IN PLACE CONCRETE WALL FULL HEIGHT CORNER GUARD o TUALATIN VALLEY FIRE& FURRING CHANNEL _ RESCUE GYPSUM WALLBOARD D= STATION 51: SEISMIC SHEAR WALL CORNER AT (E MASONRY UPGRADE, RENOVATION, 7 WALL 5 EXISTING MASONRY WALL WRAP 2 TYP HOLLOW METAL DOOR JAMB AND ADDITION N A901 3" — 1'-0" A901 3e — 1'_p" A901 3" = 1'-0" 8935 SW Burnham Street Tigard, OR 97223 HEA Project no. 12033 0 5/8" GYPSUM WALLBOARD 2X FURRING TYP. COVER Date: APRIL 9TH,2014 N ALIGN WITH ADJACENT(E) RETAINER-ANCHOR Revisions: GYPSUM WALL BOARD FINISH ;-.l.« • ," . ;• 2X BLOCKING TYP. TO STUDS i o (E MASONRY - t It I \\ Drawn by: CJ Checked by: ITG \ Sheet: - INTERIOR SCHEDULES AND DETAILS 5/8" GYPSUM LL] ALIGN WITH ADJ CLENOT(E) GYPSUM WALL BOARD FINISH COLUMN IN DINING3 TYPICAL CORNER GUARD DETAIL A901 _ p WA901 o A 01 311 = 1'-0" 3 1 _ 1 1 o - Copyright 2014 Henmbery Eddy Nchimcle,Inc. MIRROR ADA FAUCET SURFACE BULLNOSE TILE AT EXPOSED TYP 3/4"PLYWOOD W/PL-1 FINISH SEALANT CT d JOINT ADA LAVATORY d (2)2X4 WOOD------ X X STUD FRAMING o WASTE AND SUPPLY PIPING V2" CEMENT BOARD SEALANT SHOWER N INSULATION SHAPE AS REQ.'D FOR 2„ ENCLOSURE 8 33/128„ SHOWER UNIT - - - CLEAR ALIGN FOR MOUNTING HEIGHTS AND CLEARANCES,SEE A701 O SHOWER STALL JAMB NORTH WALL �1� LAVATORY COUNTER A90 3" = 1'-0" A90 1" = 1'-0" O SURFACE BULLNOSE HARDWOOD EDGE 1 9 TILE AT EXPOSED TYP TO MATCH DRAWER 1 1/2" MIRROR 1/2" CEMENT BOARD- FACE - 3/4"PLYWOOD SHAPE AS REQ'D FOR N W/PL-2 FINISH SHOWER RETURN CEILING GRID (2)2X4 SEALANT,TYP. GYPSUM BOARD SUSPENSION SYSTEM m EXTERIOR FACES OF HANGER WIRE END ARE CONSIDERED RECESSED LINEAR LIGHT FIXTUREJ HOOK io EXPOSED TO VIEW JOINT AND SHALL BE SUSPENDED CEILING FINISHED. SYSTEM GRID 0D LU o N MIRROR „ A IGN SHOWER o� ENCLOSURE FLUID APPLIED '13 All RESINOUS BASE CONTINUE AT END ° 5/8"GYPSUM BOARD PANELS OF N Ul CASEWORK. 3" 11 3„ 11 SHOWER STALL JAMB �2 LAVATORY DRAWERS A90 3" = 1'-0" A90 1" = 1'-0" SEE WALL 1/2" 1/2"CEMENT BOARD TYPES CERAMIC TILE SEE PLAN FOR WALL TYPE II 1/2"CEMENT BOARD SHAPE AS REQUIRED FOR SHOWER Z 10 RECESSED COVE LIGHT FIXTURE a FLUID APPLIED RESINOUS A90 3° = 1'-0" FLOORING WITH 6" - - INTEGRAL COVED BASE 7. <. -- 2X4"SOLID BLOCKING z -I BLOCKING,TYP ° z SHOWER ENCLOSURE F- d a m... PL-1 INTERIOR OF CABINET 4 4"CHANNEL STUD LU DEFLECTION HEAD Z SHOWER STALL TOP AT TILE EPDXY BASE AT CERAMIC TILE T.O. PARAPET A90 3" = T-0" A90 3" = 1'-0" n — — PL-1 ADJUSTABLE SHELF 4 f 121-8„ W HY ny- SHOWER 270 —3 ALLOW FOR DEFLECTION EACH SIDE PL-1 ON 3/4"MDF DOOR ENCLOSURE , } FASTEN GYPSUM AT WOOD STUD FRAMING CPT-1 PORTLAND, OREGON CARPET THRESHOLD,MATCH HEIGHT OF O� O��O - FLUID APPLIED RESINOUS FLOOR 1 �? SEE (3)KV 255 ADJ. SEALANT t ION STANDARDS RECESSED FLUID APPLIED RESINOUS FLOORING 2„A7oi Hennebert' Eddy s - } STUD FRAMING, MINIMIZE EO EQ 2X WOOD STUD MING �•� FRA m FURRING DEPTH WHILE e r (� (� v MNNTAINING a (E)BRICK Arc ' eas WASHERIDRYER UTILITY C\l CONNECTIONS WALL Inc. TE 250 (E)BRICK WALL 921 SW WASHINGTON TLAND ORE ONDI97205 F– - w STRUCTURAL FRAMING BULLNOSE TILE 503 227 4860 TEL .; 503 2274920 FAX DRYER VENT OI •;• CAVITY - ) AT EDGE www.henneberyeddy.com LO 2X2 FURRING TUALATIN VALLEY FIRE& ° 16”O.C. RESCUE ca � — INSULATION STATION 51: SEISMIC LL °° UPGRADE, RENOVATION, 5/3° TYPE x GYPSUM BOARD STACKING WASHER DRYER ( 8 1 SHOWER STALL JAMB AT CMU DETAIL � CARPET TO FLUID APPLIED TRANSITION AND ADDITION o A90 3" =.1'_0�� A90 �� - 1-011 _ �� N 3 1 0 8935 SW Burnham Street Tigard, OR 97223 ca jca 0 DIM PT. HEA Project no. 12033 B.O.CEILING C Date: APRIL 9TH,2014 UNFACED BATT INSULATIONca Revisions: c - o GYPSUM BOARD (E)2X4 STUD FRAMING SEE WALL TYPE D U ci DAYROOM WOMEN'S LOCKER ROOM CWT-1 Drawn by: y KW- ITG 1/2 CEMENT BOARD Checked b Sheet: INTERIOR DETAILS DIM POINT FINISH FLOOR ii LZ UTILITY CONNECT. SPACE i a (� �n T 12 WALL FRAMING AT WOMEN'S LOCKER 11 DRYER VENT AND CASEWORK DETAIL 9 CERAMIC TILE AT GYPSUM BOARD A902 A90 3" = 1'-0" A90 1" = 1'-0" A90 3" = 1'-0" ILL! I v CoWlght 2014 Hennebery Eddy Amhfte=,Inc. i i I — -- +I – -' LIGHT FIXTURE,BEYOND I BLOCKING 1111 HARDWOOD EDGING TYP. HEADBOARD PANEL CONTINUES TO WALL CORNER PL-1 ON 3/4" MDF HEADBOARD,TYP. ELECTRICAL OUTLET SEE WALL TYPE 11-811 _ LINE OF MDF SIDE PANEL ` (EACH SIDE) o EASE EDGES,TYP. b ;:r SEE SPEC FOR DOOR LOCK v _ AND HARDWARE. 1X4 WOODEN RAILS,TYP. 1X2 CLEATS - 1/2' SCREW TO BLOCKING FILL -� SLOPE FINISH FLOORING TO DRAIN FOR BLOCKING 1'-6"RADIUS AROUND CENTER OF SCREW HOLE WITH WOOD DOWEL N 1/2" TOP AND BOTTOM FLUID APPLIED RESINOUS FLOORING. � r 1/8": 1'MAX SLOPE DRAIN. RESLOPE(E)MORTAR BED AS M a ° 2"GROMMETS HEADBOARD 3/4" MDF, -----REQUIRED. PL-1 ALL VISIBLE SURFACES TOP AND BOTTOM WOOD BLOCKING 2X4 W BLO RESILIENT BASE /i !e. d• t, r° ALIGN is To - DOOR ao _ I i (E)DEPRESSED SLAB ON GRADE 1/4" 21.0.1 TO RESILIENT BASE (E) MORTOR BED 2'-0"TYP (E)FLOOR DRAIN NEXT C.L. C.L. 7 E FLOOR DRAIN 5 BED RAILS / 1 LOCKER JAMB �1 HEAD BOARD AND CUBBY A 03 3" = 1'-011 A903 3" = 1'-0" A903 1 1/2" = 1'-011 21-011 (3) 1"VENT HOLES FLOOR DRAIN SLOPE CONCRETE AND AT EACH LOCKER �< � C D ARC FLUID APPLIED RESINOUS FLOORING. FINISH FLOOR TO DRAIN 3) 1"VENT HOLES �{ L 11 Y SLOPE TO DRAIN 1/8":1 MAX. FOR 1'-6"RADIUS AROUND f� �—CENTER OF DRAIN. I � HY D UPPER DOOR 270 � d i_, � d ' �r a ted. ° e°..�• � _ - 11 2 � I ° ; a• PORTLAND, ORE ON a . FIXED SHELF b 11- 211 OF AV 1I d VAPOR RETARDER (1)3/4"X12"PLYWOOD Hennebery Eddy WRAP EDGE AT PENETRATION AND SEAL SHELF PL-1CIO r v LOWER DOOR ArchltectS M N _ - W. FLOOR DRAIN 9215W WASHINGTON STREET SUITE 250 z rREGON 97205 A9031 3 T-O" PL-1 ON 3/4"MDF c7 PORrta503 2274920 FAX Lu w FIXED SHELF 503 zzz 4860 TEL U (4)3/4" ADJUSTABLE M www.henneberyeddy.com i - PLYWOOD SHELVES 0 ROD LO PL-1 � N TUALATIN VALLEY FIRE& 0 3 Lu \ RESCUE so3 3 411 STATION 51: SEISMIC Z �\ � (3)KV 255 ADJ. Lu UPGRADE, RENOVATION, epi V 'o STANDARDS RECESSED a e AND ADDITION LET IN SHELF STANDARD ON 903 3 8935 SW Burnham Street I I w ¢ 903 Tigard, OR 97223 I I – – REMOVABLE PANEL OU 9 J I IO o r – – – – – –.- REMOVABLE PANEL AT 19 U HEA Project no. 12033 N I I Q DRAIN SPACER I WASHER DRYER SIDE FOR 00 Date: APRIL 9TH,2014 DOOR W/D H OOKU P ACCESS, � Revisions: CARPET THRESHOLD, I WATER RESISTIVE BARRIER, I COORDINATE LOCATION PL-1 ON 3/4"MDF I I LAP OVER DRAIN FLANGE FLUID APPLIED I WITH WASHER DRYER (3)KV 255 ADJ. ca o CPT-1 i RESINOUS FLOORING PLUMBING AND DUCT WORK STANDARDS RECESSED TRENCH DRAIN (3)3/4" PLYWOOD SHELVES SLOPED THINSET GROUT I PL-1 3/4" PLYWOOD SHELF PL-1 ¢ A -1/8": 1'MAX SLOPE I (3) KV 255 ADJ. U STANDARDS RECESSED I � (3)1"VEN I I THOLES O VENT HOLES Drawn by: CJ-TTG 3 111 CAST IN PLACE CONCRETE L _ _ _ _ _ _ _ _ _ J (3)1°VENT HOLES Checked�by: KW- TTG Sheet: sr INTERIOR DETAILS NMI= UNDERSLAB VAPOR RETARDER, RESILIENT BASE RESILIENT BASE SEAL TO(E)VAPOR RETARDER AT PERIMETER OF NEW SLAB,OMIT FLUID APPLIED 3" 3" AT EXTERIOR SLABS RESINOUS BASE CL COMPACTED GRAVEL SUB-BASE rn `CHOKE WITH SAND C0 9 Lb TRENCH DRAIN DETAIL 6 CASEWORK AT WASHER DRYER 4 LOCKERS AT WOMEN'S LOCKER ROOM 2 DORM CASEWORK LR A903 311 - 1'-0eA903 11, - 1 -0 A903 1 11 - 1 -0 AO3 11, - 1 -0 N W A903 . - - Copyright 2014 Hennebery Eddy ArchItects.bc. I 1'- 3" 6 X WOOD BLOCKING,TYP. 3/8"EPDXY ANCHOR AT EACH SIDE OF CABINET,WITH / 4"MINIMUM EMBEDMENT INTO MASONRY WALL,TYP. 6" CONCRETE MASONRY UNIT ] 2X6 WOOD STUD FRAMING 2X6 WOOD STUD FRAMING PANEL'C' � is - -'% 0 PANEL'C' 3"BATT INSULATION - 3"BATT INSULATION 7 0 i 2,. ALIGN GYPSUM w Lu/ w BOARD WITH J (E)GYPSUM BOARD, // AT EACH SIDE 7 TT..__ tgr LU Lu l j ,' STANDARDS AR ADR. O STANDARDS RECESSED w (6)3/4" PLYWOOD SHELF PL-1 a 1 w I LU LU {t - 1 1/2" METAL FURRING ry -1 fTT LU V PLAN PLAN (1) 1,CONDUIT HOLES w U �� z / 4� CMU OPENING ABOVE PANEL C PANEL C 1_ , A904 311 11-00 A904 3" = 1'-0" 'T (3) 1,VENT HOLES w 1 j 2, LLI cz RESILIENT BASE O V1j i 1 AV/TOWEL CABINET A904 1 1/2" = 1'-0" 1'- 51/2. 1' 101/2" ��gED ARCryf (E)CMU WALL THY . a CWT-1 270 . PORTLAND, ORE ON I / / (8)21/4"x 1 1/4" ASH SLATS W/CLEARS LER Og��O ANCHOR W/1/4"DIA X 1" On LAG SCREWS P THROUGH 5/16"DIA. HOLES @ EA. BRACK T 2 5/8" Henn 1 ✓ T3/4"RADIUS SHAPED ASH NOSING, o Nennebery Eddy / AT STEEL BAR FINISH AND ATTACH UI / SAME AS SLATS N _ Architects 8" /� / EASE TOP EDGE N ALL SLATS Inc 9215W WASHINGTON STREET SUITE 250 LU / i / J�S�Jho - PORTIA S03 22 4 0 205 FAX 503 2274920 FAX _ U / / /j 2"X 1/4" STEEL 2'X 1/4" STEEL S03 2274860 Ww .henneberyeddy.mm BAR, BENT(TYP) BAR,SHAPED LO m -- _- �r Z j c� E} TUALATIN VALLEY o RESCUE LLco� STATION 51: SEISMIC N UPGRADE, RENOVATION, HSS 2X2X3/16 AT EACH BRACKET 1 EASE co N coEDGE AND ADDITION //�j (8)3/4"SHELVES PLYWOOD N L� '-L W/PL 1 AT ALL SIDS AND EDGES. 8935 SW Burnham Street Tigard,OR 97223 _ (2)9/16° HEA Project no. 12033 v N / DIAMETER HOLES Date: APRIL 9TH,2014 �/ 2"X 1/4"STEEL BAR,BENT,TYP. ADJUSTABLE SHELVING SYSTEM Revisions: I? SEE SPECS FOR HARDWARE Cr (2)1/2" EPDXY ANCHOR,4" I' o MINIMUM EMBEDMENT INTO Qj o (j /�J�f MASONRY WALL @ EA. BRACKET N (E)WALL ASSEMBLY /// / 2X4 BLOCKING,ADD TO(E)WALL CEMENT BOARD ' T _ (3)BRACKETS SEE Drawn by: CJ 2/A701 FOR SPACING Checked by: ITG RESINOUSAPPLO INTERIOR DETAILS RESINOUS FLOORING I Sheet: r WELD ALL STEEL CONNECTIONS,STEEL g FABRICATOR TO PROVIDE DRAWINGS. I— CL LU ^ U) N rl WALL MOUNTED BENCH 2 ADJUSTABLE SHELVING AT STORAGE ROOM - A904 3" = 1'-0" A904 1" = 1'-0" o w A904 N v - _ Copyright 2014 Hennebery EddyArchhects,Inc. {