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iz BUP2013 - 00216 sw A PROJECT NO. 201 36090 B U I L D I N G PE, RM IT S E T 21 AUGUST 2013 I AMI 1 2 2 2 ® SW SCHOLLS, FERRY READ TIGARD , OREGON R 0 J E C T PERMIT LIST MINOR -MODIFICATION APPROVAL : M M D 2 0 13 - 0 0 0 2 9 TREE REMOVAL PERMIT : T R E 2 0 13 - 0 0 0 19 COMMERCIAL - SITE WORK PERMIT : SIT 2013 - 00016 COMMERCIAL - DEMOLITION PERMIT : BUP201 3 - 00199 " I CIS'OF TIGARD _ Approv ^+ ..iirJrr o ihrww■ Conditionally Approved...,,,.,,,,,,, See]Letter to:Follow....,,...,.........r � Attached........,......,.r Pern�t Nter:r- 9 ""--��- t Adas dra ? By: Date: _ d Approved pians shaH be on yob Site. APPR0'l '" CL PLANS IN , '" UN-ATI'AC D: r'CIFICATI®N BOOK UCTURAL CALCS / �OTECH R Vll OR MiSC DOCUMENTS CONTACTS OFFICE COPY OWNER CONTRACTOR ARCHITECT STRUCTURAL ENGINEER CML ENGINEER / LANDSCAPE ARCHITECT REGENCY CENTERS JR ABBOTT CONSTRUCTION GBD ARCHITECTS, Incorporated VLMK Consulting Engineers CARDNO WRG 5335 Southwest Meadows Road, Suite 295 307 SE Hawthorne Avenue, Suite 150 1120 NW Couch Street, Suite 300 3933 SW Kelly Avenue 5415 SW Westgate Drive, Suite 100 Lake Oswego, OR 97035 Portland, Oregon 97214 Portland, Oregon . 97209 Portland, OR 97239 Portland, OR 97221 g Phone:. 503 / 213-4033 Phone: 503 / 224-9656 Phone: 503 / 222-4453 x 120 Phone: 503 / 419-2500 Phone: 503 / 603-4726 direct Fax: 503 / 293-2400 Fax: 503 / 299-6273 Fax: 503 / 248-9263 Fax: 503 / 419-2600 Phone: 503 / 603-4700 Mobile: 503 / 890-4542 Contact: Matthew Bray / Phil Beyl Mobile: .503 / 310-4335 Mobile: 503 / 730-8602 _ Contact: Craig Ramey Contact: Ryan Sexton Email: matthew@gbdarchitects.com Contact: Jason C. Sahlin / Ken Rust Contact: Ben F Williams, P.E. / Seth GaRey Email: CraigRamey@RegencyCenters.com Email: resexton@jrabbott.com Email: jasons@vlmk.com / kenr@vlmk.com CCB#: # 54656 Email: ben.williams@cardno.com / seth.garey@cardno.com Sr. Project Manager 2999 Oak Road, Suite 1000 Walnut Creek, CA 94597 Phone: 925 / 279-1876 direct Contact: Rob Mokry Email: RobMokry@RegencyCenters.com ------------ I m i ARCHITECTURAL ABBREVIATIONS " - � uC�ONs BUILDING DRA ING INDEX DRA I G ISSUE L / OG I . PROJECT TYPE: RETAIL (GROCERY) AUTOMATIC SPRINKLER SYSTEM 903.3.1.1 M . � AB ANCHOR BOLT EP ELECTRICAL PANEL LINO LINOLEUM PSI POUNDS PER CUBIC INCH TO TOP OF GREEN BUILDING REQUIREMENTS BID PACKAGE 1 -SHELL AND CORE OCCUPANCY: GROUP M (MERCANTILE) ( ) LEGEND: IT IS NOT THE INTENT OF THIS PROJECT TO ACHIEVE A SPECIFIC LEED CERTIFICATION LEVEL. o o ABV ABOVE EQ EQUAL LT SW LIGHT SWITCH PT PAINT TOC TOP OF CONCRETE OR HOWEVER,TENANT IMPROVEMENT MAY ELECT TO PURSUE GREEN GLOBES CERTIFICATION. -DEMOLITION CONSTRUCTION TYPE: INDICATES PERMIT SET . A/C AIR CONDITIONING EQUIP EQUIPMENT LVR LOUVER PT PRESSURE TREATED CURB PROJECT LOCATION: SW 121ST AVENUE AND SCHOLLS FERRY ROAD �- AC ASPHALTIC CONCRETE EX EXISTING' M METER PTD PAPER TOWEL DISPENSER TOSS TOP OF STRUCTURAL SLA -SITE/BUILDING UTILITY UPGRADES TIGARD, OREGON 97007 TABLE 601: TYPE III-B �.Uj w z AD AREA DRAIN EXH EXHAUST MACH MACHINE PTN PARTITION TOT TOTAL -LOADING DOCK EXPANSION/MODIFICATIONS INCLUDED ADDM ADDENDUM EXP EXPANSION MAS MASONRY TP TOILET PARTITION DESIGN /BUILD PROVIDED BY CONTRACTOR NO FIRE-RESISTAVE RATING REQUIREMENTS FOR BUILDING - `" z z U ADJ ADJUSTABLE EXT EXTERIOR MATL MATERIAL QT QUARRY TILE TPD TOILET PAPER DISPENSER -OUTDOOR SEATING AREA (PLAZA) PLANTERS THE FOLLOWING WORK SCOPE IS TO BE PROVIDED BY DESIGN/BUILD CONTRACTOR: -NEW TENANT EXTERIOR CLADDING / FACADE TREATMENTS, PROJECT DESCRIPTION Q REFERENCE ONLY t� AFF ABOVE FINISHED FLOOR FA FIRE ALARM MAX MAXIMUM QTR QUARTER TPNG TOPPING ELEMENTS REQUIRED.) z U 0 0 AFG ABOVE FINISHED GRADE FB FLAT BAR MKR BD MARKER BOARD TRV THERMAL RESISTANCE -NEW MAIN ENTRY FEATURE l. BUILDING PERMIT SUMMARY OF TENANT IMPROVEMENT FORA U � _ AHU AIR HANDLING UNIT FD FLOOR DRAIN MCP METAL CEILING PANEL VALVE MECHANICAL NEW WHOLE FOODS STORE AT 12220 SW 121ST AVENUE AND SCHOLLS FERRY ROAD �-CL O ¢ GBD Architects Incorporates! R RADIUS -EXTERIOR BUILDING CANOPIES o o o ALT ALTERNATE FDTN . FOUNDATION MECH MECHANICAL R RISER TSD TOILET SEAT COVER ELECTRICAL -BUILDING SIDEWALKS: FROM GRIDLINE N EAST TIGARD, OREGON 97007. FIRE RESISTIVE REQUIREMENTS (TABLE 601) ALUM ALUMINUM FE FIRE EXTINGUISHER MEMB MEMBRANE RA RETURN AIR DISPENSER PLUMBING STRUCTURAL FRAME: 0 HR 1120 NW Couch St. AMT AMOUNT FEC FIRE EXTINGUISHER MFR MANUFACTURER RA GR RETURN AIR GRILL �' TACKABLE WALL PANEL THE OVERALL PROJECT INCLUDES THE EXTERIOR RENOVATION OF AN EXISTING 37 916 GENERAL INFORMATION ANOD ANODIZE(D) - CABINET MH MANHOLE RB RUBBER BASE lYP TYPICAL FIRE SPRINKLERS EXTERIOR BEARING WALLS: 2 HR* Suite 300 G000 COVER SHEET APPROX APPROXIMATE FIN FLR FINISH FLOOR MIN MINIMUM RCP REFLECTED CEILING PLAN LOW VOLTAGE(INCLUDES FIRE ALARM,TELEPHONE,DATA,CCN ACCESS CONTROLS) BID PACKAGE 2 -SITE AND FACADE SF (AND 2,808 SF MEZZANINE AREAS) SINGLE STORY GROCERY TENANT AREA INTO A * * Portland, OR 97209 ARCH ARCHITECTURAL) FIN FINISH(ED) MISC MISCELLANEOUS RD ROOF DRAIN U/C UNDER COUNTER SIGNAGE NEW GROCERY TENANT. SCOPE OF WORK INCLUDES EXTERIOR CLADDING/FACADE INTERIOR BEARING WALLS: 0 HR GOOI SYMBOLS, NOTES, ABBREVIATIONS,ADA �c :�C AUTO AUTOMATIC FIXT FIXTURE MO MASONRY OPENING REC RECESSED UNFIN UNFINISHED TREATMENTS, A NEW ENTRY ELEMENT AND EXTERIOR BUILDING CANOPIES. Tel. (503)224-9656 AWT ACOUSTICAL WALL FLASH FLASHING MIRR MIRROR UNO UNLESS NOTED OTHERWISE - PAVING REF REFERENCE TREATMENT FLR FLOOR MTU MOUNTED UR URINAL -RESTRIPING * EXTERIOR NONBEARING WALLS: CIVIL gbdarchitects.com FLUOR FLUORESCENT MTIL METAIL REINF REINFORCED REQUIRED SUBMITTALS&SHOP DRAWINGS 2. MINOR SITE MODIFICATIONS INCLUDE LOADING DOCK IMPROVEMENTS PARKING BC BACK OF CURB FM FLOOR MAT MWP METAL WALL PANEL READ REQUIRED VOLT VOLTAGE THE FOLLOWING ITEMS SHALL BE SUBMITTED TO GBD ARCHITECTS FOR REVIEW AND -LANDSCAPING ISLANDS (CIVIL/LANDSCAPE MATERIALS) AREA RESTRIPING, LANDSCAPING, LIGHTING AND OUTDOOR PLAZAS, AND PUBLIC MORE THAN 30' FIRE SEP. 0 HR C0.0 COVER SHEET O 0 GBD©2013 RESIL RESILIENT -SIDEWALK PAVING-BALANCE OF RETAIL CENTER WAY IMPROVEMENTS ARE UNDER SEPARATE PERMIT. C1.0 EXISTING CONDITIONS PLAN Q BD BOARD FOF FACE OF FINISH M METER REV REVISION VR VAPOR RETARDER APPROVAL BEFORE FABRICATING, ORDERING OR INSTALLATION: BLDG BUILDING FOC FACE OF CONCRETE MACH MACHINE VENT VENTILATION -NEW SITE POLE LIGHTING (POLES, FIXTURES,AND BASE MOUNTING) I REFL REFLECTED BILK BLOCK FOM FACE OF MASONRY MAS MASONRY RFLR RAISED FLOOR SYSTEM VERT VERTICAL -CAST IN PLACE PLANTERS INT. NON-BEARING WALLS: 0 HR C1.1 DEMOLITION PLAN Q Q BLKG BLOCKING FOS FACE OF STUDS MATL MATERIAL VEST VESTIBULE HANDRAILS AND GUARDRAILS -MINOR MODIFICATION APPROVAL NO.: MMD2013-00029 BM BEAM OR BENCHMARK FPRF FIREPROTECTION ' MAX MAXIMUM RM ROOM VIF VERIFY IN FIELD INTERIOR DOORS/FRAMES -LIGHTING AT EXISTING PIERS/NEW LANTERNS FLOOR CONSTRUCTION: o HR C2.0 SITE PLAN O O O RND ROUND -NEW LANTERN FEATURES 5 TOTAL BOD BOTTOM OF DECK FR FIRE RESISTANT MKR BD MARKER BOARD RO ROUGH OPENING VNR VENEER DOOR HARDWARE ( ) -TREE REMOVAL PERMIT RECORD NO.: TRE2013-00019 ROOF CONSTRUCTION: 0 HR STAMP BOR BOTTOM OF REVEAL FRAP FIREMANS REMOTE ANNUN. MCP METAL CEILING PANEL RV ROOF VENT VP VENEER PLASTER STOREFRONT/GLASS -NEW EXTERIOR CLADDING AT EXISTING TENANT FASCIA C2.1 SITE DIMENSION PLAN Q O BOT BOTTOM PNL. MECH MECHANICAL PAINT SAMPLES -COMMERCIAL-SITE WORK PERMIT NO.: SIT2013-00016 FIRE RATED CONSTRUCTION- EXTERIOR WALLS 705 C3.0 GRADING PLAN-NORTH O O O BRG BEARING FT FOOT OR FEET MEMB MEMBRANE S SOUTH W WEST ( ) BRK BRICK FTG FOOTING MFR MANUFACTURERFLOORING SA SAT SUSPENDED ACOUSTICAL w/ WITH SAMPLES ALTERNATES 705.2.2 PROJECTIONS FROM WALLS OF TYPE III, IV, V C3.1 GRADING PLAN-SOUTH O O O 1\� A BSMT BASEMENT FURN FURNITURE MH MANHOLE TILE WC WATER CLOSET LIGHTING CONSTRUCTION SHALL BE OF ANY APPROVED MATERIAL. ��1� MIN MINIMUM SC SOLID CORE WD WOOD FIRE SPRINKLERS - 3. FULL INTERIOR TENANT IMPROVEMENTS ARE UNDER SEPARATE PERMIT. C3.2 EROSION CONTROL PLAN O O O 1 `r CAB ANCHOCABINETRY G GROUND MISC MISCELLANEOUS SCHED SCHEDULE WB WOOD BASE ALTERNATE#1 ENTRY RELOCATION '� CB CATCH BASIN GA GAUGE MO MASONRY OPENING SD SOAP DISPENSER WDW WINDOW STEEL ASSEMBLIES-CANOPIES/EXTERIOR ENTRY 4. REFER TO DEFERRED SUBMTTAL LIST FOR DESIGN/BUILD TRADES. C3.3 EROSION CONTROL DETAILS Q Q ,Q LLIP 8 CEM CEMENT GALV GALVANIZED MIRK MIRROR MECHANICAL/ ELECTRICAL/PLUMBING EQUIPMENT LAYOUT&SPECIFICATIONS PARAPETS-NOT REQUIRED 705.11 -EXCEPTION 3 CG CORNER GUARD GB GRAB BAR MTD MOUNTED SECT SECTION WGL WIRED GLASS ALTERNATE#2- ADDITIONAL STOREFRONT AT OUTDOOR SEATING ENTRANCE � � SF SQUARE FOOT/FEET WHTBD WHEATBOARD EXTERIOR SIGNAGE C4.0 UTILITY PLAN O O 00 ; a CH COAT HOOK GC GENERAL CONTRACTOR MTL METAL SHD WINDOW SHADE W/O WITHOUT APPLICABLE CODES: . CIP CAST-IN-PLACE GL GLASS MWP METAL WALL PANEL SHTHG SHEATHING WP WATERPROOFING ALTERNATE#3- LOADING DOCK EXPANSION -2010 OREGON STRUCTURAL SPECIALTY CODE-BASED ON THE 2007 EDITION OF EXTERIOR OPENINGS (TABLE 705.8} C5.0 SITE DETAILS 000 OI POR LAND, OR N CLG CEILING CL CENTER LINE GYP BD GYPSUM BOARD SHT SHEET WDP WOOD PANELING FSD>30' UNLIMITED AREA OF UNPROTECTED OPENINGS C5.1 UTILITY DETAILS I O O O �.� 2259 I N NORTH SIM SIMILAR WR WASTE RECEPTACLE ALTERNATE#4- REVISED EXIT DOOR LOCATION-AT GRIDLINE$/23.5 THE IBC AND AMENDED BY THE STATE OF OREGON. ,�� CLR CLEAR HB HOSE BIBB NA NOT APPLICABLE WSCT WAINSCOT THE FOLLOWING ARE DEFERRED SUBMITTALS: FSD 5-10 25%ALLOWABLE AREA FOR UNPROTECTED, CLK CLOCK HDR HEADER -2007 OREGON FIRE CODE. (BASED ON 2006 IFC). C5.2 UTILITY DETAILS II O O OF ND NAPKIN DISPOSAL WT WEIGHT • MECHANICAL CMU CONCRETE MASONRY UNIT HDW HARDWARE ALTERNATE#5- INCREASED HEIGHT OF MAIN ENTRY CANOPY 4'-6" SPRINKLERED OPENINGS NIC NOT IN CONTRACT SLNT SEALANT WTR WATER • ELECTRICAL -2005 OREGON ELECTRICAL SPECIALTY CODE. (BASED ON 2005 ANDSCAPE CNTR COUNTER HDWD HARDWOOD NEC).)' NO NUMBER SMK CUR SMOKE CURTAIN W/W WALL TO WALL • PLUMBING (ALLOWABLE AREA PERCENTAGES ARE FOR THE EXTERIOR WALL, COL COLUMN HM HOLLOW METAL NOM NOMINAL SND SANITARY NAPKIN WWF WELDED WIRE FABRIC ALTERNATE#6- NEW STAIR AT EQUIPMENT(SOUTH) MEZZANINE -2007 OREGON MECHANICAL SPECIALTY CODE. (BASED ON 2006 IMC). COMP COMPOSITE HNDRL HANDRAIL • FIRE SPRINKLERS ) PER STORY.) L1.0 LANDSCAPE PLANTING PLAN Q Q Q CONSULTANT ' NTS NOT TO SCALE DISPENSER -2005 OREGON PLUMBING SPECIALTY CODE. (BASED ON 2003 UPC). CONC CONCRETE HORIZ HORIZONTAL SNDU SANITARY NAPKIN XFMR TRANSFORMER • LOW VOLTAGE(INCLUDES FIRE ALARM,TELEPHONE,DATA,CCTV,ACCESS CONTROLS) ALTERNATE#7- NEW STEEL SUPPORT AT EQUIPMENT (SOUTH) MEZZANINE FOR L1.1 LANDSCAPE DETAILS AND NOTES O O D -4- - CONT CONTINUE/CONTINUOUS HR HOUR OA OUTSIDE AIR DISPOSAL UNIT • SIGNAGE -CITY OF TIGARD DEVELOPMENT CODE. CORR CORRIDOR HT HEIGHT OC ON CENTER SOG SLAB ON GRADE YD YARD 250# TENANT EQUIPMENT LOADS PER LEASE AUTOMATIC DOORS 1109.9.6: . COV PL COVER PLATE HTG HEATING OD OUTSIDE SPEC SPECIFICATIONAUTOMATIC AND POWER-ASISTED DOORS ARE NOT REQUIRED, STRUCTURAL CPT CARPET HTR HEATER .DIAMETER/DIMENSION SQ SQUARE BUILDING AREA : . CT CERAMIC TILE HVAC HEATING, VENTILATING & ODS OVERFLOW DOWNSPOUT SS STAINLESS STEEL BUT WHEN USED SHALL BE OPERABLE AS REQUIRED BY 1109.9.6, SO01 STRUCTURAL NOTES AND SPECIAL INSPECTIONS �jc CTR CENTER AIR CONDITIONING ST STREET REQUIRED SPECIAL INSPECTIONS: GROUND FLOOR (EXISTING): 37,916 GSF 1108.1.3.2 AND 1008.1.3.3 : S101 FOUNDATION PLAN STD STANDARD MEZZANINE (EXISTING-OFFICE): + 1,834 GSF EXCEPTION: ELECTRIC EYE-ACTUATED POWER OPERATORS. ' S102 MEZZANINE/CANOPYLEVEL FRAMING PLAN D DEEP ICOL INTEGRAL COLOR OF/CI OWNER FURNISHED/ STL STEEL 1. STEEL CONSTRUCTION . CONTRACTOR INSTALLED � � I DBL DOUBLE ID INSIDE STN STAIN 2. SCREW ANCHORS DET DETAIL DIAMETER/DIMENSION OF/OI OWNER FURNISHED/OWNER STOR STORAGE 3. ANCHORS-ADHESIVE MEZZANINE (EXISTING-MECHANICAL): + 974 GSF S103 ROOF FRAMING PLAN ® �c DF DRINKING FOUNTAIN IN INCH INSTALLED STRUCT STRUCTURAL TOTAL AREA: 40,724 GSF S501 SECTIONS AND DETAILS �jc DIA DIAMETER . INCL INCLUDED OPNG OPENING � SURF SURFACE DIM DIMENSION INFO INFORMATION OPP OPPOSITE SUSP SUSPENDED) S51 1 FRAMING DETAILS DN DOWN INSUL INSULATION OPT OPTIONAL Sy SHEET VINYL OUTDOOR SEATING AREA (COVERED): 512 GSF S512 LANTERN FRAMING DETAILS �t DR DOOR INT INTERIOR ORIG ORIGINAL SYMM SYMMETRICAL DR DRAIN INV INVERT OVHD OVERHEAD SYS SYSTEM NUMBER OF STORIES: ONE STORY DS S521 ROOF FRAMING DETAILS * i DOWNSPOUT PVG PAVING HEIGHT EXISTING 24'-0 3/8" DSL DOOR WITH SIDELITE J-BOX JUNCTION BOX (EXISTING) : DWG DRAWING JST JOIST PC PRECAST CONCRETE T TREAD ARCHITECTURAL JT JOINT PCF POUNDS PER CUBIC FOOT TOB TOP OF BEAM HEIGHT (PROPOSED): 28'-9 1/2" (HIGHEST POINT-MAX.20%) D100 DEMOLITION SITE PLAN E EAST JAN CLOJANITOR CLOSET PERF PERFORATED TC TRAFFIC COATING I WIND EXPOSURE: B I * O EA EACH PL PROPERLY LINE TEMP TEMPORARY EXP BT EXPANSION BOLT KO KNOCKOUT PL PLATE TG TEMPERED GLASS SEISMIC ZONE: DESIGN CATEGORY D A100 SITE PLAN li EJ EXPANSION JOINT KPL KICKPLATE PLAM PLASTIC LAMINATE . TERM TERMINATION D101 DEMOLITION FLOOR PLAN �c FIRE SEPARATION: 0 HOURS (ADJACENT TO M OR B TENANT SPACE OCCUPANCY) T&G TONGUE & GROOVE A101 FLOOR PLAN EL ELEVATION PLAS PLASTER THK THICKNESS ELEC ELECTRIC(AL) L LENGTH PLBG PLUMBING 2 HOURS (TENANT REQUIREMENT) . ELEV ELEVATOR LAM LAMINATE PLYWD PLYWOOD THRES THRESHOLD i EMER EMERGENCY LAV LAVATORY PNL PANEL THRU THROUGHI D 102 DEMOLITION MEZZANINE PLAN * Q ENCL ENCLOSURELB POUND PRELIM PRELIMINARY ZONING A102 MEZZANINE FLOOR PLAN *C . ENGR ENGINEER LF LINEAR FOOT OR FEET PSC PROJECTION SCREEN GENERAL NOTES GENERAL NOTES APPLY TO ALL ARCHITECTURAL DRAWINGS. D103 DEMOLITION ROOF PLAN �(c I I PRE-APPLICATION CONF. NO.: PRE 2013-00015 A103 ROOF PLAN * � 1. THESE DOCUMENTS WERE PREPARED WITHOUT COMPLETE AS-BUILT DRAWINGS, 22.PAINTING/FINISHING OF MATERIALS TO BE PREPARED PER MANUFACTURER JURISDICTION: CITY OF TIGARD D201 DEMOLITION EXTERIOR ELEVATIONS ® �c (� KNOWLEDGE OF SPECIFIC PIPING,CONDUIT AND DUCT RUNS OR ANY COVERED RECOMMENDATIONS AFTER MATERIAL REPAIRED, PATCHED AND FILLED AS j YEAR BUILT: 1979 A201 EXTERIOR ELEVATIONS ® ® ® * STRUCTURAL CONDITIONS. CONTRACTOR SHALL USE THESE DOCUMENTS, FIELD REQUIRED. DIMENSIONING NOTES VERIFY ALL RELEVANT COMPONENTS IN SPECIFIC WORK AREAS AND PROVIDE ZONE: CG (PD) -GENERAL COMMERCIAL A202 EXTERIOR ELEVATIONS COMPLETE WORK MEETING ALL REQUIRED CODES AND FIRE AND LIFE SAFETY ISSUES. 23.CONTRACTOR TO PROVIDE ON SITE SUPERVISION AS REQUIRED BY OWNER. DESIGN REVIEW OVERLAY: N/A ® ® � , A301 BUILDING SECTIONS PROJECT 2. DRAWINGS PROVIDED ARE REPRESENTATIONAL:ALL EXISTING CONDITIONS SHOULD 24.ALL DOORS ARE EXISTING UNLESS INDICATED OTHERWISE WITH NEW DOOR NUMBER. URBAN RENEWAL DISTRICT: N/A A501 DETAILS *c j 1. ALL INTERIOR PARTITIONS ARE DIMENSIONED TO FACE OF FINISH UNLESS B. DOORS OR OPENINGS LOCATED WITHIN A CMU WALL AT A RIGHT HISTORIC DISTRICT: N/A OTHERWISE NOTED. ANGLE TO AN ADJACENT WALL ARE TO BE INSTALLED 10 INCHES FROM BE VERIFIED IN FIELD AND AS BUILT DOCUMENTS SHOULD BE REVIEWED PRIOR TO BID A701 REFLECTED CEILING PLAN SAID CONDITION. THIS CONDITION IS TYPICAL AND WILL NOT BE AND AS REQUIRED,DURING CONSTRUCTION. 25.HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERATING DEVICES ON DOORS, HISTORIC RESOURCE STATUS: N/A A901 DOORS/WINDOWS/DETAILS 2. ALL DEMISING WALLS ARE DIMENSIONED TO CENTERLINE OF PARTITION •• DIMENSIONED. ® i ' Greenwa TOWn Center ASSEMBLY. CABINETS, PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE LEVER OR TAX MAP LOT#: ISI34BC00300 Y 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING CONDITIONS AND TO OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT TAX ACCT#: R983537 12220 SW Scholls Ferry Road 3• THE TERM "EQUAL" OR "EQ." IS USED IN LIEU OF ACTUAL DIMENSIONS. � WALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY ON PLANS OR THE SITE AS REQUIRING TIGHT GRASPING, PINCHING,OR TWISTING TO OPERATE. WHERE i T Tigard, OR 97223 WHERE EQUAL SPACING OF ELEMENTS IS REQUIRED. IMMEDIATELY. NO ALLOWANCE WILL BE MADE FOR UNFAVORABLE CONDITIONS OR APPLICABLE, MATCH EXISTING HARDWARE. SITE AREA: 332,810 (7.64 AC.) CMU WALL VICINITYMAP GBD _� 4• THE TERM "CLEAR" IS USED TO DENOTE A MINIMUM DIMENSIONAL EVENT WHICH MIGHT HAVE BEEN UNFORESEEN FROM A THOROUGH EXAMINATION REQUIREMENT; HOWEVER THE DIMENSION COULD BE LARGER. OF THE SITE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE 26.PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH CONSEQUENCES OF ACTING ON CONCLUSIONS DRAWN FROM INFORMATION CITY FIRE MARSHAL REQUIREMENTS. CLIENT 5. WALLS CENTERED ON A COLUMN OR GRID LINE WILL NOT BE 1 O DOOR OR OPENING AVAILABLE AT THE TIME. ,y DIMENSIONED ON PLANS BUT WILL BE DRAWN AS INDICATED BELOW. �,L;1 L 27.PROVIDE EXIT SIGNS AND EMERGENCY LIGHTING SYSTEM IN CONFORMANCE WITH 9�!�� DI DOORS NOT LOCATED BY A WALL ATA RIGHT ANGLE WILL BE 4. IF UNFORESEEN CONDITIONS ARE UNCOVERED IN SPECIFIC AREAS THAT AFFECT THE CITY FIRE MARSHAL REQUIREMENTS. FIRE LIFE + SAFETY LEGEND .� Re enc Centers COLUMN CENTERLINE DIMENSIONED TO THE CRITICAL JAMB CLEARANCE. WORK, CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER AND ARCHITECT Qj Regency EXIT PATH "'MIN(UN4) - -- - _ f(::)- I ,- TO EVALUATE THE CONDITION. 28.THE DESIGN OF ALL SEISMIC BRACING AND SUPPORTS FOR CEILING,MECHANICAL W/EGRESS LIGHTING ON EMERGENCY POWER. RoowL____ SQUARE FOOTAGE Q �O 5335 SW Meadows PAR1Tn0N DOOR OR OPENING AND ELECTRICAL ITEMS AND PARTITIONS IS THE RESPONSIBILITY OF THE RESPECTIVE MIN.ILLUMINATION FOOT-CANDLE LEVELS AS REQUIRED BY SECTION 1006 OF � Y ! Suite 295 5. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PRECEDING THE BUILDING CODE SHALL BE MAINTAINED AT FLOOR LEVEL THROUGHOUT R00�°�' O.U. Q` CONTRACTOR/VENDOR TO MEET THE CURRENT BUILDING CODES. EXIT PATH. ROOM OCCUPANCY OCCUPANCY LOAD FACTOR � ERR Lake Oswego,OR 97035 6. WALLS WITH A FINISHED FACE FLUSH WITH THE FINISH FACE OF A WITH WORK. oars �•� � F REQUIRED EXITS OCCUPANCY TYPE COLUMN OR CORE WALL WILL NOT BE DIMENSIONED BUT WILL BEP 29.ALL ENGINEERING AND PROFESSIONAL STAMPS FOR APPLICABLE SYSTEMS TO BE EXIT FROM BUILDING DRAWN AS INDICATED BELOW. 6. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO PROVIDED BY THE DESIGN-BUILD CONTRACTOR(S). INTERNALLY LIGHTED"EXIT'SIGN(w/DIRECTION AS REQ'Dj."EXIT ROUTE �,� �l 9 1= . X' - Y" DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING �11E) COLUMN CENTERLINE WALL WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. AND TACTILE FLOOR SIGNS SUCH AS,"EXIT RAMP UP",AS&WHERE REQ'D BY `0� 1q" t3 -0- L __ BUILDING CODE SECTION 1011.2. rrr� 30.ALL DESIGN/BUILD SYSTEMS ARE UNDER SEPARATE PERMIT. IT I$THE RESPONSIBILITY INTERNALLY ILLUMINATED EXIT SIGNS SHALL BE LISTED AND LABELED AND 7v � �,I Lo PARTITION D. OPENINGS NOT LOCATED BY A WALL AT A RIGHT ANGLE WILL BE 7. THE CONTRACTOR(S) SHALL PROVIDE/PERFORM ALL DEMOLITION AND. OF THE DESIGN/BUILD SUB-CONTRACTOR TO OBTAIN THESE PERMITS. SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES . DIMENSIONED TO THE CRITICAL JAMB CLEARANCE OF OPENING AND THE CONSTRUCTION LABOR, FURNISH/INSTALL CASEWORK AND FIXTURES, INSTRUCTIONS AND SECTION 2702.EXIT SIGNS SHALL BE ILLUMINATED AT ALL % ,� TIMES PER SECTION 1011.4) N F_- 0 OPENING WILL BE DIMENSIONED. TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PERFORM WORK 31. EXIT AND EGRESS LIGHTING SYSTEM ARE TO BE INSTALLED/RELOCATED TO MEET `- O� TIGARD 7. WALLS WITH A FINISH FACE ON A COLUMN GRID LINE WILL NOT BE SHOWN ON THE DRAWINGS AND SPECIFICATIONS,AND DESCRIBED HEREIN, UNLESS BUILDING CODE AND PRESCRIPTIVE LIGHTING PATH. EGRESS PLAN IS INDICATED IN FECI B FIRE EXTINGUISHER CABINET-LOCATION AND NUMBER OF FIRE EXTINGUISHERS B C T PROPERTY TO BE INSTALLED PER FIRE MARSHAL REQUIREMENTS/FIELD INSPECTOR. . DIMENSIONED ON PLANS BUT WILL BE DRAWN AS INDICATED BELOW. NOTED OTHERWISE. THESE DOCUMENTS, BUT SHOULD BE REVIEWED BY THE DESIGN/BUILD FIRE SYSTEMS SUBCONTRACTOR. COLUMN CENTERLINE 8. DO NOT SCALE DRAWINGS. NOTIFY THE ARCHITECT IN WRITING,OF ANY _ 0_ _ x I - y)I IC DISCREPANCIES PRIOR TO PRECEDING WITH WORK. 32. MAINTAIN EXISTING BUILDING FIRE AND LIFE SAFETY SYSTEMS INCLUDING, BUT NOT . A# L L x . LIMITED TO SPRINKLER SYSTEMS,SMOKE DETECTION SYSTEMS,SMOKE EVACUATION NOT TO SCALE T-PAR11TION 9. BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK,THE CONTRACTOR SHALL SYSTEMS, EXITING SYSTEMS AND EMERGENCY ANNUNCIATION SYSTEMS ( ) - �� , 9 9. DO NOT SCALE DRAWINGS FOR DIMENSIONS. DIMENSIONS ARE VERIFY, !N THE FIELD, ALL DIMENSIONS AND ELEVATIONS WHICH ARE REQUIRED FOR THROUGHOUT CONSTRUCTION, �;-�'� 8, DOORS AND OPENINGS IN WALLS: INDICATED IN THE DOCUMENTS. CONNECTIONS TO, OR INSTALLATION IN,AREAS COVERED BY DOCUMENTS-REPORT - . DISCREPANCIES. A. DOORS OR OPENINGS LOCATED BY A WALL AT A RIGHT ANGLE .ARE 33.VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORErll / /,::-�' E3 ' TO BE INSTALLED 4 INCHES FROM SAID CONDITION. THIS CONDITION IS 10.THE DESIGNATION "D.P." IS USED TO INDICATE A DIMENSION POINT PROCEEDING WITH WORK. DISCREPANCIES, IF ANY,ARE TO BE REFERRED TO THE TYPICAL AND WILL NOT BE DIMENSIONED. REFERENCED FROM ANOTHER LOCATION IN THE DRAWING SET. l 0.ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES EFFECTIVE ARCHITECT IMMEDIATELY FOR DETERMINATION ON HOW TO PROCEED. ��""", � DIMENSIONS ARE NOT REPEATED. �'\ AT TIME OF CONSTRUCTION. ` , ,, WALL 12�A402 , It 34.THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS AND �,/ D.P. X - Y 11.ALL DESIGN/BUILD CONTRACTORS) RESPONSIBLE FOR OBTAINING AND PAYING ROUGH-OUTS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, V %l 77 = FOR REQUIRED PLAN CHECK, BUILDING PERMIT,AND ANY OTHER PERMITS AND FEES CONDUITS, CABINETS AND EQUIPMENT,AND SHALL VERIFY SIZE AND LOCATION �_ j ,r'� ASSOCIATED WITH THIS SCOPE WORK. BEFORE PROCEEDING WITH WORK. ''� ', 0 . I DOOR OR OPENING 12.THE CONTRACTOR(S) SHALL OBTAIN & PAY FOR ALL NECESSARY INSPECTIONS BY THE 35.THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS AND EQUIPMENT, ,/ - �. , ' \ ,� /' '' O BUILDING DEPARTMENT OR STATE& LOCAL CODES AS REQUIRED TO SHOW FURNISHED AND INSTALLED BY HIMSELF/HERSELF OR OTHERS, PRIOR TO ' - � \\ *11. . COMPLIANCE THEREWITH. PROCEEDING WITH WORK. _,; STRUCTURAL NOTES � C�fV1S�C�1� � � W�C3� - WHOLE FOODS MARKET- GREENWAY TOWN CENTER m VLMK JCB #20130136 ��VlSlt�� 4 - MASONRY . , A. ROUGH CARPENTRY Y �VS�C� - GENERAL (� 71€ A. CONCRETE MASONRY A.I. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS: CODE REQUIRED SPECIAL INSPECTIONAND MATERIALS TESTING PROGRAM (2009 13C) . SPECIAL INSPECTION PROGRAM NOTES: I - A.I. DESIGN fm=1500 PSI AT 28 DAYS. JOISTS BEAMS,STRINGERS,BLOCKING: DOUGLAS FIR#2 k SOILS AND FOUNDATION SUBGRADE: � COMMENTS DURATION INSPECTION AGENCY 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. 7 A. GENERAL A.2. ALL CONCRETE.MASONRY UNITS TO BE GRADE N,TYPE 1,MEDIUM WEIGHT UNITS PER ASTM C90 DRY TO SILLS,LEDGERS,PLATES,STRIPPING,ETC.IN COiNfACT PRESSURE TREATED HEM FIR#2 A.1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION, THE DRAWINGS GOVERN OVERTHE C=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES,OBSERVING THE 11 INTERMEDIATE HUMIDITY CONDITION PER TABLE NO. 1. WITH CONCRETE,AND WOOD CURBS: FILL MATERIAL,PLACEMENT AND COMPACTION REF.GEOTECHNICAL REPORT C GEOTECHNICAL WORK REQUIRING SPECIAL INSPECTION. GENERAL NATES TO THE EXTENT SHOWN. A.3. NET AREA COMPRESSIVE STRENGTH(NAGS)OF THE CONCRETE MASONRY UNITS SHALL COMPLY WITH ROOF,FLOOR AND WALL SHEATHING: _ __ �___ _______k ..__ �.__.____.._.___.___.___._.___�_______._- __ _ -.-.---------.--.--,.-----.--------------.� P=PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO I A.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWING-,S AND IN FIELD. IBC TABLE 2105.2.2.1.2. SEE UNIT STRENGTH METHOD TABLE BELOW. I GRADING AND SUBGRADE COMPACTION REF,PROJECT SPECIFICATIONS T�____-P GEOTECHNICAL CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT I COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS,ROOFS AND WALLS WITH ARCHITECTURAL, ! ► �'�-' DRAWINGS AND SPECIFICATIONS. GBD ArohiLE'�G`t3 Inca APA RATED SHEATHING EXPOSURE 7 CONFORMING TO APA PERFORMANCE Incorporated MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK CONSULTING ENGINEERS(VLMK)OF ANY A,4. MORTAR TO BE TYPE S(1800 PSI)USING THE'PROPERTY METHOD`PER ASTM C270, STANDARD PS 1-95 AND EXCERPT NER-108. SEE DRAWINGS FOR REQUIRED FOOTING EXCAVATION AND COMPACTION P GEOTECHNICAL ' DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. A.S. GROUT TO HAVE A MINIMUM 28 DAY STRENGTH OF 1.26 TIMES THE DESIGN Pm BUT NOT LESS THAN 2044 THICKNESS CIF SHEATHING AND10R SPAN RATING.INSTALL RCKJI=AND FLOOR '1'124 NVIi Coin St. GBD A.3. CONTRACTOR ShIALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO CC)MPLETIC)N OF PSI. SEE UNIT STRENGTH METHOD TABLE BELOW. SHEATHING WITH LONG DIMENSION PERPENDICULAR Tp SUPPORTS UNLESS CC7NCRETi : 2. THE INSPECTION AGENCIES AREAS FOLLOWS: Suite 3013 OTHERWISE NOTED.USE SPACERS TO PROVIDE 1f8 INCH END AND EDGE JOINTS(1f4 ENGINEER: VLMK CC3NSULTlNG ENGINEERS Portland, OR 97209 VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES A.B. ALL GROUT MIX DESIGNS TO UTILIZE A FLUIDIFIER ADMIXTURE,INTRUSION AID BY SPECRETE-IP OR INCH FOR JUMBO PANELS)WHENEVER SHEATHING IS EXPOSED TO WET WEATHER. VERIFY USE OF ENGINEER APPROVED CONCRETE MIX DESIGNS P TESTING LAB RELATED TO JOB SITE SAFETY PRECAUTIgNS,OR TO REVIEWTHE MEANS,METHODS,TECHNIQUES, APPRC)VED EQUAL. DC35AGE TO BE PER MANUFACTURERS RECOMIWAIcNDAT10N FILL ANY JOINT SPACING OVER 318 INCH UNLESS OTHERWISE APPROVED BY _....___ __�_._ ____.__. _ .____..__________.._..__._�_._.__---_.......___.___ ___�_.__._ _ __-_--_____________ _._____._._.____ GEOTECHNICAL: iaEC3DESIGN,INC 11 SEQUENCES,C1R PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK UNLESS WE ARE A.7. COMPLIANCE WITH SHALL UTILIZE EITHER THE"UNIT STRENGTH METHOD"C?R THE"PRISM TESTING ENGINEER. INSTALL 2x4 OR THICKER BLOCKING AT UNSUPPC)R7EI?JC3INTS IN WALL FOOTING FORMWORK AND REINFORCING PLACEMENT P . TESTING LAB TESTING LAB: CARLSON TESTING,INC TBI. {SQ3)22�-9556 SPECIFICALLY RETAINED AND COMPENSATED TQ DO C)THERWISE,QUR WC3RK IS LIMITED T©THE DESIGN -__-..._.....___--.-____,-_�.._w.�..�,__-�....__.�..._ ......................_... --_------- - gb archltects.com METHOD"FROM THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. SHEATHING.BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON DRAWINGS. TESTING LAB SHALL PERFt)RM INSPECTIONS OF ALL PORTIONS C)F WORK DESIGNATED IN THE PROGRAM. THE (3F WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. PLACING OF REINFORCING FOR SLAB-ON-GRADE P TESTING LAB ry A.B. FOR THE UNIT STRENGTH METHOD: - GLULAM BEAMS: �_......,..�.____--__.-...w_--________-_-_-_.___ ______________ SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED,APPROVED SPECIAL INSPECTION AGENCY EMPLOYED IABD O 2013 AA. WHERE REFERENCE RENCE IS MADE TO ASTM,AISC,ACI OR OTHER STANDARDS,THE LATEST ISSUE SHALL DESIGN fm NAGS GROUT STRENGTH PLACING OF CONCRETE FOR REINFORCED SLAB-ON-GRADE SEE NOTE 5,ITEM A C TESTING LAB BY THE OWNER OR OWNERS AGENT,NOT THE CONTRACTOR OR SU13 CONTRACTOR,PER I.B.C.SECTION 1704.1. IT APPLY. -FIS:2400 PSI,E=1,804,000 PSI PER ANSI A190.1 SPECIFICATION, THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE 'I5t3Q PSI '1913(3 PSI 24134 PSI -----.-.--- ._....._.�._ ______-__...._._-____�._.___-____.__........_._._._...___._._..___.___ __�.�.__.�.___--------..,_____...____._ I.B.C.. THE SPECIAL INSPECTOR SHALL 13E A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE A.S. INSPECTION AND/OR.IAB SUPERVISION IS NOT PROVIDED BY VLMK -SIMPLE SPANS COMBINATION: 24F-V4 PRIOR TO AND DURING CONCRETE PLACEMENT FOR 3 A.S. ALL WORK SHALL CONFORM TO SECTION 2103 THROUGH SECTION 2108 OF THE LATEST EDITION OF THE C TESTING LAB SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION O THE PARTICULAR TYPE OF CONSTRUCTION OR A.O. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2049 INTERNATIONAL BUILDING CODE(IBC)AS' -CANTILEVER SPANS COMBINATION: 24F-V8 CAST ANCHOR BOLTS AND EMBEDMENT PLATES C)PERATI4N REQUIRING SPECIAL INSPECTION. AMENDED BY THE STATE OF OREGON(2010 OREGON STRUCTURAL SPECIALTY COD AND ALL OTHER INTERNATIONAL BUILDING CODE. ----------- .-_ _______-_....__.________._..__-________..._..__-._______________...__ __.._._________________-___--- -SUBMIT CERTIFICATE OF CONFORMANCE INDICATING MEMBERS MEET THE STAMP F STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. A.10. REINFORCING FOR MASONRY TO BE ASTM A616 GRADE 60 PLACED IN CENTERS OF CELLS(UNLESS DRILLED-IN ADHESIVE ANCHORS RODS AND DOWELS SHALL RECUIREMENTS OF ANS!A190.1. BE CONTINUC)USL.Y INSPECTED DURING INSTALLATIC3N PER ICC EVALUATION REPORT P TESTING LAB 3, PRIC3R TO l'HE BEGINNING C3F CC3NSTRUCTIC3N THE ARCHITECT OR ENGINEER)SHALL CALLA PRE CONSTRUCTION OTHERWISE NOTED IN DRAWINGS): { y A.7. DESIGN CRITERIA: I 11 PARALLAM{PSL): _�__..__.________. ____.__r_ ___. -____._ __.._ IVIED I"ING WITH THE ARCHITIGT,ENGINI=ER,BUILDIt�IC�OFFICIAL,CC�NTRACTC7R,AND SPECIAL INSPECTORS TCS lJ ''r CJ A.1fl.e. SPLICES IN VERTICAL WALL REINFORCING SHALL BE LAPPED B2 BAR DIAMETERS. WHERE NOT ` A,7.a. FLC3pR LIVE LOADS(PER IBC 1GC13.1.'1) DRILLEDMIN EXPANSI4NMIEDGE ANCHORS IN CONCRETE REVIEW THE SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL C)BSF..RVATION REQUIREMENTS SHALL ALSC311 MORE THAN(1)BAR IS REQUIRED IN EACH CELL,A 52 BAR DIAMETER.LAP MAY BE USED. -ALL PSL SHALL BE MANUFACTURED BY ILEVEL. PER ICC EVALUATION IIPC31 "I C TESTING LABS � '� ' STORAGE MEZZANINE EXISTING CAPACITY 125 PSF {UNLESS OTHERWISE NOTE13 C3N DRAWINGS} BE DISCUSSED DURING THIS MEETING. �,_' A.10.b, HORIZONTAL BOND BEAM REINFORCING SHALL BE LAPPED 52 BAR DIAMETERS. BEAMS: �-_..__....__._.__________._.__...-____-.__.....__________._.._-_.._ „__ / �c� ; G E s,3'�� STORAGE MEZZANINE UPGRADED C3APAC:1 250 PSF DRILLED-IN'SCREIN ANCHORS!N CONCRETE �I . �' I . A.11. ELECTRICAL BOXES,CONDUIT AND PLUMBING SHALL NOT BE PLACED IN ANY CELL THAT CONTAINS _ -Fb=2900 PSI,E=2,000,000 PSI,Fv=290 PSI PER ICC EVALUATION REPORT C TESTING LAB ,Y�c' w+. �`' ; A.7.b. RC)OF SNOW LOAD(PER IBC 16133.1.3) (UNLESS OTHERWISE NOTED ON DRAWINGS) 4. DUTIES C11�THE SPECIAL INSPECTOR TO INCLUDE,,BUT ARE NOT LIMITED TO: 5S359P REINFORCING, COLUMNS: A, ACKNC3WLEI]GE THE SPECIAL INSPECTIt)N IRC3+GIAM AND T HE SPI CIAL INSPECTI©NAND TESTING AGREEMENT, ° FLAT RC34F SNC)W LOAD P 25 PSF A.12. SEE DRAWINGS 1=0R ADDITIC3NAL REINFORCING. -1=b=2400 PSI E=1 13013 44fl P =24013 P I SHOTCRETE: 4 t SI,Fell S PROVIDED BY TME LOCAL JURISDICTION. x '� A.7.c. WIND LOAD{PER IBC 1603.1.4) A.13. SPECIAL INSPECTION IS REQUIRED FOR ALL MASONRY CONSTRUCTION. SEE DRAWINGS FOR TIMBERSTRAND LSL}: 8. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT -9�""fl 4 BASIC WIND SPEED(3-SECOND GLIS 85 MPH ADDITIONAL INFORMATION, ( CONSTRUCTION AND TESTING OF TEST PANEL C TESTING LAB x ti. p DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF K cry 15 -ALL LSL SHALL BE MANUFACTURED BY iLEVEL. ____�____ ___._.._ _-_-___.�. ____.,____._.._ .. �- THE CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED,TO THI:ENGINEER AND TCJ THE BUILDINGS �N WIND IMPORTANCE FACTOR w_ 1.0 PLACING OF SHOTCRETE C. TESTING LAB � 4� C �P''� STUDS(COMMERCIAL): OFFICIAL. OCCUPANCY CATECaORY II C IVISICJI - METAL -Fb=2425 PSI,E=1,600,000 PSI,Fell=2154 PSI,Fv=41X1 PSI PLACEMENT OF REINFORCING STEEL AND EMBEDMENT PLATES _�_.___ ___, P TESTING LAB C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,ARCHITECT,ENGINEER,CONTRACTOR,AND(OTHER DESIGNATED PARTIES),IN A TIMELY MANNER,AS FEXE'IBES: S 30/24 WIND EXPOSURE B COLUMNSIHEADERS/RIM/STUDS{RESIDENTIAL): _____.____.__1_.-� __. ___ ___�_�_� __ _. _ / A,7.e EARTHQUAKE DESIGN DATA(PER IBC 1643.1,5) VISUAL EXAMINATION OF COMPLETED WORK/STRENGTH TESTS C TESTING LAB ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. A. GENITAL -1=b=1700 PSI,E=1,340,040 PSI, Fell=1400 PSI,Fv 4110 PSI D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL CONSULTANT SEISMIC IMPORTANCE FACTOR le 1.4 A.1. ALL STRUCTURAL MEMBERS TO BE DETAILED,FABRICATE-.D AND ERECTED IN ACCORDANCE WITH THE . BEAMS: STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: INSPECTION WAS INSPECTED,AND WHETHER THE VIIdI�K IS IN GENERAL CONFORMANCE WITH THE APPROVED OCCUPANCY CATEGORY It LATEST EDITION OF AISC STANDARDS. SUBMIT SHOP DRAWINGS OF COLUMNS AND MISCELLANEOUS PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE STEEL. -Fb=2325 PSI,E 1,550,004 PSI,Fv=3113 PSI MATERIAL VERIF]CATICIN C3F STRUCTURAL STEEL DECKING INTERNATIONAL BUILDING CGDE. MAPPED SPECTRAL RESPONSE SE ACCELERATIONS Ss:93,4° S�-33.8°�b MICRC3LI.AM(LVL.)BEAMS: HI1aH STRENGTH 130LTS,NUTS AND WASHERS,ANCHC3R I TESTING LAS I SITE CLASS p A.2- ALL BIDDER DESIGN STRUCTURAL SYSTEMS TO INCLUDE PLANS AND CALCULATIONS STAMPED 8Y AN RODS,AND WELD FILLER MATERIALS 1 4 1V 5 U T 1 G 11 u ENGINEER REGISTERED IN ThIE GOVERNING JURISDICTION. -ALL LVL SHALL BE MANUFACTURF..D BY ILEVEL ----_.....-___--_____.�_-______._----____.-_-___-__----_.__.__ �_____-- -- S. I?U71E5 OF THE CONTRACTOR INCLUDE,BUT ARE NOT LIMITED Tt: SPECTRAL RESPONSE COEFFICIENTS SCIS=74,1°o S+dt=38.8 r& E X11 G 1 III IE R A.3. UNLESS OTHERWISE NOTED,CONTRACTOR WILL BE REQUIRED TO PROVIDE A SEPARATE PERMIT FOR -Fb=2600 PSI,E=1,900,004 PSI,Fv:.285 PSI SINGLE PASS FILLET WELDS 6/16"AND SMALLER P TESTING LAB A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORI� SEISMIC DESIGN CATEGORY. ` D �_ __ - ,___ 3933 SWIV KelCy Avenee BIDDER DESIGN STRUCTURAL SYSTEMS. SUCH INSPECTION. BASIC:SEISMIC-FORCE-RESISTING SYSTEM SPECIAL REINFORCED MASONRY B, MATERIALS A.2. CONNECTORS: NON-DESTRUCTIVE TESTING B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN P I S • D��gc X72 9-43 3 SEISMIC RESPONSE COEFFICIENTS Cr I].100 ASD A.2.e. TIE STRAPS, t CC3MPLETI AND PARTIAL J0lNT PENETRATION WELDS PER I.B.C.1744.3.7 AND C TESTING LA13 OBSERVED AND INDICATED TO 13E IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THIS 503,222.4453 vtmk@vlrmk.com B.1. ALL STEEL W SECTIONS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED. FRAMING ANCHORS HANGERS,STIRRUPS,COLUMN CAPS,COLUMN BASES,ETC., AWS 01.1 SECTIC3N$ 5{3.248.9263 www.vtmk.com . TO BE SIMPSON AS DETAILED,OR AS APPROVED. BUILDING OFFICIAL» RESPC3N5E MC7DIFlCATIL3N FACTOR R 5,0 ] .2. ALL STEEL PLATE,ANGLES,CHANNELS,ETC.TQ BE ASTM A3E3 TYPICAL UNLESS OTHERWISE NOTED. _____.___.__ _______...._ A.2.b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN. METAL DECK WELDINGIFASTENING AND WELDED STUD G. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT ANALYSIS PROCEDURE USED E DIVALENT LATERAL FORCE B,3, STEEL PIPE.ASTM A53(Fy=35,KSI),TYPE E OR S,OR ASTM A601(Fy=36 KSI). " „ INSTALLATION p TESTING LAB THE JOB SITE. A.8. MECHANICAL EQUIPMENT,MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN DIAMETER A.2.c. #AILINC3: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE GC3MItI1C3N NAILS UNLESS OTHERWISE _�� ___. _,___._________�___.___ _.__ ______.___....... OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 511 POUNDS SHALL BE HUNG 8.4• STRUCTURAL TUBING T©BE ASTM A50a GRADE 13{Fy=46 KSI RECTANGULAR Fy=42 KSI ROTUND}, , , —....-.---.---.-.---�--.--.--.-..-- D. MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTt3R. NOTED. ALL NAILING SHALL COMPLY WITH IBC TABLE 23(14 91 NAILING SCHEDULE. OBTAIN WELpING OF REINFORCING STEEL F©R EMBED PLATES ' BY A SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT PRODUCING A LOAD OVER 200 POUNDS B 6. UNLESS OTHERWISE NOTED,BOLTS TO BE A325N I=4R STEEL TO STEEL CONNECTIONS. ENGINEERS APPROVAL QI=ALL PROPRIETARY NAILING SYSTEMS. BAR#5 AND SMALLER P TESTING LAB SHALL HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL 8.6. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARDPLATE WASHERS UNDER A.2.CI. NAILS AT ROOF AND WALL DIAPHRAGMS TO Be DRIVEN SO THAT THEIR HEAD OR CROWN IS ____--..- -------------------..-.-�..---.--.--__.._______,�-_________._.___-_-_--__..___---_-_- _-__-._._._..__--_.----- 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE z BEAMS OR WALL UNLESS OTHERWISE APPROVED. ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. FLUSH WITH THE SURFACE OF THE SHEATHING, CHECK AND RESINK IF NEEDED,IMMEDIATELY VERIFY ALL BOLTS INSTALLED Y REQUIRED BY THE I.B:C.: 11 . HIGH STRENGTH A325N AND A49ON BOLT INSTALLATION P TESTING LAB 5 Ai .9. WHERE REQUIRED,SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT,SPRINKLER B_7. ANCHOR RODS TO BE ASTM 1654,GRADE 36 UNLESS OTHERWISE NOTED. BEFORE ROOFING. TO'SNUG TIGHT CONDITION A. CONCRETE INSPECTION AND TESTING REQUIREMENTS AREAS FOLLOWS: PIPING OR OTHER NON-STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR IN A.2.e. CORROSION PROTECTION: 1) CONTINUOUS OBSERVATION OF SLAB ON GRADE AND TILT WALL PANEL CONCRETE PLACEMENT IS ! ACCORDANCE WITH CHAPTER 13 OF ASCE 7-05. STRUCTURAL CALCULATIONS AND DETAILS STAMPED BY B.S. LAG BOLTS IN WOOD TO BE SAE J429 GRADE WITH MINIMUM DIMENSIONS MEETING ANSI/ASME B.18.2.1. COLD-FORMED STEEL FRAMING: REQUIRED. A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. B-9. LIGHT GAUGE STEEL'16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM A1003 ST50H A.2.e.e. CONFIRM REQUIRE©CORROSION PROTECTION FOR HARDWARE AND FASTENERS - WITH{Fy=5fl KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE FORMED FROM ASTM A1aD133 WITH SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER MATERIAL VERIFICATION,INCLUDING FASTENERS P TESTING LAB 2) OBTAIN(4)TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED(OR PORTION THEREOF IF LESS THAN A.10. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE WHOLE OR HANGER MANUFACTURER=USE MC3ST CONSERVATIVE)FUR SPECIFIC 1+VOOD _w -,._.�_..._._..-._.�._.�..��._,_..M.._.- _�_ _--_. ___--______._,_ 100 CUBIC YARDS ARE PLACED). BREAK(1)CYLINDER AT 7 DAYS AND(2)CYLINDERS AT 28 DAYS, (IF THE ST33N WITH(1=y W 33 KSI}, DETAIL AND FABRICATE LIGHT GAUGE STEEL PER AISI STANDAF2DS. FIRST 28 DAY CYLINDER BREAK IS LESS THAN REQU#RED STRENGTH HOLD 2 CYLINDERS FOR 66 DAY FOODS MARKET PROJECT LOCATED IN TIGARD,OREGON. POSSESSION OF THESE DRAWINGS DOES NOT TREATMENTS USED. FRAMING MEMBER SIZES,THICKNESS AND SPACING P TESTING LAB 11 GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE,C3R PARTS OF THIS PRC3JECT IN OTHER 8.10. HFAt3E1 STEEL STUD CC3NNECTC3RS SHALL.BE NELSON GRANULAR FLUX-FILLED HEADED STUDS OR .-.-,---.-.,._-�._�w-. __.__.,�________ BREAK)HOLi3 4TH CYLINDER FQR,�aG DA`f BREAK. -BREAK 4TH CYLINDER ONLY I REQUIRED STRENGTH IS PRIOR APPROVED EQUAL AND BE MADE FROM C-1015 COLD ROLLED CARBON STEEL AND SHALL A.2.e.b. MINIMUM CORROSION PROTECTION ON METAL CONNECTORS EXPOSED TO THE NOT MET WITH(2}CYLINDERS AT 28 DAYS. LOCATIONS. ENVIRONMENT OR PRESSURE TREATED LUMBER TO BE PER ASTM A653 CLASS 184 SHEARWALL SHEATHING,FASTENER SPACING,AND H4LDpWM�IsL P TESTING LAB A.11. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT.FOR BIDDER CONFORM TO ASTM A-108,GRADES'1015-1020 WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI. STUDS 1-13) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH TICKETS SHOULD TO BE AUTOMATICALLY END WELDED WITH A STUD WELDING GUN. ALTERNATE WELDING PROCEDURES (SIMPSt71�1 ZMAX)OR ASTM A'123. STRUCTURAL MASONRY: BE CHEC'rCE11=pR ALL TRUCKS ENTERING TETE SITE. DESIGNED ITEMS{DEFERRED SUBMITTALS),THE DRAWINGS AND CALCULATIONS SHALL BEAR THE MAY BE USED ONLY WITH PRIOR WRITTEN APPROVAL FROM THE ENGINEER. STUD WELDING, A.2.e.c. FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT DIP STAMP OF AN ENGINEER(PRODUCT ENGINEER)REGISTERED IN THE STATE WHERE THE PROJECT IS � H. MASONRY INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS: INSPECTION AND TESTING SHALL CONFORM TO AWS D1.1. GALVANIZED,STAINLESS STEEL,SILICON BRONZE OR COPPER. VERIFY USE QF ENGINEER APPROVED SUBMITTAL SHOWING UNIT STRENGTH C?R PRISM LOCATED, SUCH DRAWINGS SHALL CERTIFY THAT THE DRAWINGS HAVE NOT DEVIATED FROM THE VLMK P TESTING LAB 1) PREPARE AND TEST MASONRY PRISMS FOR EACH 5,0013 SQUARI FEET OF WALL DURING C;C3NSTRUCTIC}N F DESIGN IN ANY WAY,OR SHALL CALL TO THE ATTENTION OF VLMK THAT THE PRODUCT ENGINEER HAS C. DRILLED'ANCHOR BOLTS: A.2.e.d. HOT-DIP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM COMPLIANCE OF(fm)PRIOR TO CONSTRUCTION TEST METHOD — IN ACCORDANCE WITH ASTM C1314 AS FOLLOWS: f DEVIATED FROM THE VLMK DESIGN DRAWINGS. SUCH DEVIATION MAY BE CAUSE FOR REJECTING THE ADHESIVE ANCHORS: A153,STAINLESS STI:EL FASTENERS T4 BE TYPE 304 OR TYPE 318, SOLID GROUTED WALLS: (3)GROUTED PRISMS. PRISM PREPARATION AND TEST SPECIMENS SEE NOTE 5,ITEM 13 C TESTING LAB PROJECT SHOD DRAWINGS.SEE DRAWINGS FOR ITEMS CLASSIFIED AS DEFERRED SUBMITTALS. VLMK WILL A.2.e.e. HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE(E.G. ---------I- --------- --- --��--- _--- -- ----- ----- 2) PREPARE AND TEST{3)GROUTED PRISMS FOR EACH S,OD(3 SQUARE FEET OF DURING CONSTRUCTION IN f BASE MATERIAL PRODUCT f.C.C.# { REVIEW AND MARK UP A MAXIMUM OF THREE COPIES OF SUBMITTALS.THE CONTRACTOR WILL BE HOT-DIP GALVANIZED NAILS WITH HOT-DIP GALVANIZED HANGERS). PREPARATIONS OF SITE-PREPARED MORTAR AND P TESTING LAB RESPONSIBLE FOR DUPLICATING MARK-UPS IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL CONCRETE SIMPSON SET-XP ADHESIVE ANCHOR ESR-2608 . ACCORDANCE WITH ASTM C1019 13E STAMPED AND RETURNED TO THE GENERAL CONTRACTOR WITHIN TWO WEEKS.FAX SUBIIAITTALS CONCRETE HILTI HIT-RE 5c}t1-SIS ADHESIVE ANCHOR ESR-23 A.3. DELIVERY AND STORAGE: ALL LUMBER ANIS SHEATHING DELIVERED T©THE SITE,SHALL BE STACKED 4R MORTAR JOINT CONSTRUCTION_ _- ___._ �_-_______�__ ____W___...__.__.._____ HOLE FOODSA�E" ` WILL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL ALL SUBMITTALS SHALL BE REVIEWED AND STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER. 11 CONCRETE MILTI HIT-HY"ia0 MAX-SD ADHESIVE ANCHOR ESR-3013 PLACEMENT 4F MASONRY UNITS AND STRUCTURAL ELEMENTS P TESTING LAB . STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. UNLESS OTHERWISE AA. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED. A 1.INCH DIAMETER HOLE MAY BE DRILLED IN THE _--„_ _ _. _____ _--_.� _._-., Groen y Town Center INDICATED,SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING: CONCRETE POWERS PEI EPDXY ADHESIVE ANCHOR ESR- 683 CENTER 1/3 OF THE MEMBER DEPTH. ALL OTHER HOLES TO BE APPROVED BY ENGINEER. � PLACEMENT OF REINFORCING STEEL SEE NOTE 6t ITEM 13 P __. TESTING LAB ���EI�I�ED STRUCTURAL SUBMITTAL (BIDDER DESIGN) 12224 SW Schotls Ferry Road A.11.ai. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. MASONRY HILT]HIT-HY 150 MAX ADHESIVE ANCHOR ESR-1967 "' Tigard, OR 97223 A.11.b. ALL REINFORCING STEEL EXPANSION ANCHORS: GROUTING PROCESS AND GROUT SPACE PRIOR TC)1AND C TESTING LAB STOREFRONT AND CURTAINWALL SYSTEMS . DURING GROUTING OPERATIONS A.11.C. STRUCTURAL MASONRY MATERMLS. BASE MATERIAL PRODUCT I.C.C.# ` CONCRETE SIMPSON STRONG-BOLT WEDGE ANCHOR ESR-1771 DRILLED-IN ADHESIVE ANCHORS RODSAND DOWELS SHALL BE CONTINUOUSLY INSPECTED DURING INSTALLATION PER ICC EVALUATION REPORT P TESTING LAB CLIENT 1 I3IVISI+Di� „ SITE + CONCRETE HILT[KWIK BOLT TZ ANCHOR ESR-'19'17 . i CONCRETE POWERS POWER-STUD+SD1 ANCHOR ESR-2818 DRILLED-IN EXPANSION/WEDGE ANCHORS IN MASONRY PER ICC EVALUATION REPORT G TESTING LAI) DEFERRED SUBMITTAL NOTE: . CONCRETE POWER POWER STUD+SD2 ANCHOR E R-2542 _ SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER Rogency cent A. C3ENERAL DIILLE# -IN SCI+iE1ti�ANCHQRs IN MASONRY PER ICC EVALUATION REPORT C TESTING LAB 01=RECORD,AFTER REVIEW AND SUBJECT TO BEING 1N GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS, A.7. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FRAM AREAS UNDER THE BUILDING©R UNDER PAVED MASONRY HILT(KW1K BOLT 3 ANCHOR ESR-1385 THE ENGINEER WILL RETURN THE SUBMITTAL T4 THE CONTRACTOR. THE CONTRACTOR SHALL THEN FORWARD THE 5335 5W Meadows AREAS. SCREWANCHORS: APPROVED FABRICATORS: SUBMITTAL TO THE BUILDING DEPARTMENT. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL Suite 296 A.2, FILL MATERIAL TO CONSIST OF AGRANULAR MATERIAL QR CONDITIONED SITE MATERIAL PLACE FILL IN BA E MATERIAL PRODUCT I.C.CA THEIR DESIGN ANIS SUBMITTAL DOCUMENTS HAVE SEEN APPROVED BY BUILDING OFFICIAL Lake Oswego, OR 97135 LIFTS NOT TO EXCEED 8 INCHES AND COMPACT T©95%STANDARD ASTM D-1557 UNDER FOOTINGS, CONCRETE SIMPSON TITEN HD SCREW ANCHOR ESR-2713 CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE UNDER PAVED AREAS AND UNDER FLOOR SLABS. ARCHITECT OR ENGINEER OF RECORD,FOR ALL OFF SITE MASONRY SIMPSON TITEN HD SCREW ANCHOR ESR-1058 . FABRICATION SUCH AS STRUCTURAL STEEL,OPEN-WEB STEEL P TESTING I~AI A.3. BASE MATERIAL IMMEDIATELY UNDER SLAB TO BE 81NCH LAYER C)1=COMPACTED CRUSHER RACK WITH C,1, pTI-TER ANCHCiRS ARE ACCEPTABLE C]NLY WITH PRI®R WRITTEN APPRC3VAL 1;3F ENGINEER. INSTAL.LALL JOISTS AND GIRDERS,GLU-LAMS,AND PRE-CAST CONCRETE LESS THAN 59'o PASSING THE#21X3 SIEVE. ANCHORS PER MANUFACTURER'S INSTRUCTION& PROVIDE MINIMUM EMBEDMENT AND SPACING - AA, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. UNLESS NOTED OTHERWISE ON DRAWINGS. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS . A.S. DESIGN SOIL PRESSURE 2,500 PSF LL PLUS DL PER GEOTECHNICAL INVESTIGATION PREPARED BY REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. GEODESIGN DATED MAY e,2013. D. WELDING . A.S. ALL FOOTINGS TO BEAR A MINIMUM 18 INCHES BELOW FINAL GRADE ON FIRM,UNDISTURBED SOIL OR D.1, ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES, . . APPROVED COMPACTED FILL. NOTIFY VLMK BEFORE PROCEEDING IF ANY UNUSUAL CONDITIONS ARE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION THEY ENCOUNTERED IN THE FOOTING EXCAVATIONS. ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS SHOP WELDS MAY NEED TO BE A.7. 00 NOT EXCAVATE CLOSER THAN 2:1 SLOPE BELOW FOOTING EXCAVATIONS. - FIELD WELDS TO AID ERECTION. STRUCTURAL RAL OBSERVATION: . . A.B. CLEAN ALL FOOTING EXCAVATIONS LIF LOUSE MATERIAL E. STEEL ROOF DECK . A.S. EXCAVATIONS MAY BE MADE UNDER CONTINUOUS FOOTINGS FOR PIPES, BACKFILL TO BE APPROVED BY E.I. STEEL ROOF DECK TO BE VERCO OR PRIOR APPROVED EQUAL. DECK PROPERTIES AND CAPACITIES SUBSTANTIAL COMPLETION OF STRUCTURAL STEEL ERECTION P =ENGINEER . owmi GEOTECHNICAL ENGINEER. SHALL BE VERIFIED BY A CURRENT ICC REPORT. . E.2. LAY-UP TO BE THREE SPAN MINIMUM UNLESS OTHERWISE NOTED ON DRAWINGS. STCT4�IL C�BSE2Vi�1Ttt3V1CJT'ES: 7Il�1IS (3N! - CC3I•ICF�ETE AI3EV�CF�rNG E.3. DEPTH,GAGE AND ATTACHMENT T©BE AS SHOWN ON DRAWINGS. . EA. DECK AND ALL ACCESSORIES SHALL CONFORM TO ASTM A6W-SS DESIGNATION,GRADE 33. 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM CIF 24 HOURS IN ADVANCED OF . . E.S. DECK AND ALL ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE IMTH ASTM A924,CLASS G60. REQUIRED C313SERVATIC,3N(S), APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE OBSERVATION BY THE ENGINEER OF A. CONCRETE MIX/MATERIAL RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE THE INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR A.1. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOH CAST LAB CURED CYLINDER 8.6, THE METAL DECK SUPPLIER SHALL PROVIDE CLOSURE PLATES AND ALL MISCELLANEOUS LIGHT GAGE AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD DEVIATION AS METAL NECESSARY T4 COMPLETE THE WORK 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL WITH WET TAMP AND A I T V T . E.7. WELDING T S SIGNATURE ATTESTING O THE VISUAL OBSERVATIONS MADE. HE REPORT SHALL IDENTIFY ANY REPORTED DEFICIENCIES SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL CONCRETE Tp BE USED. ALL IiVE G O BE IN CONFORMANCE WITH AWS 01.3. WHICH HAVE NOT BEEN RESOLVED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. E.B. DECK IS TO BEAR A MINIMUM OF 2 INCHES AT ALL SUPPORTING MI EMBERS, A.2. MINIMUM MIX REQUIREMENTS: E.9. HANGERS SUPPORTED BY STEEL DECKING SHALL NOT CARRY LOADS GREATER THAN 1211 POUNDS LOCATION MIN:COMP. SLUMP MIN,CEM. ADMIXTURES EVERY 26 SQUARE FEET.-HANGERS SUPPORTING HIGHER LOADS MAY BE PERMITTED WITH PRIOR , STRENGTH a CONTENT APPROVAL.FROM THE ENGINEER. F. COLD-FORMED STEEL STUD BEARING WALLS . F TINES 31300 PSI 0"-6" 4713 LB NONE F.I. ALL PRODUCTS ARE TO BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL BTU© INTERIOR SLAB C3N GRADE 3604 PSI 2"-4" 5'17 LB b d MANUFACTURERS ASSt�CIATION(SSMA). INSTALLATION SHALL BE IN ACCORDANCE WITH THE CURRENT . EXTERIOR SLAB ON GRADE 3 000 PSI 2%e 617 LB b C ICC REPORT(ER-4943P). . SHOTCRETE WALL 4 000 PSI 4"-5" 517 LB b c I=.2. STEEL STUD FRAMING SHALL BE INSTALLED IN ACCORDANCE LITH ASTM 0754, MISCELLANEOUS 3 000 PSI 0"-5" 4713 LB b F.3. UNLESS OTHERWISE NOTED IN DRAWINGS,STEEL STUD WALL TRACKS ARE TO BE ATTACHED TO - ,_...:... ....,.........._.........:........................_..........._..__............................ ... .... . .... ............................... ..........._._ .. ......_... ..... ........ N RETE.FL .0.145-INCH ... .........:.......... ..... . . .......I..... ............................................................. ... ... ................ COC CORS WITH MINIMUM 0;144 NC IAMETER x 1 INCH PENETRATION POWDER-DRIVEN (e)- SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT FASTENERS SPACED AT 16 INCHES ON CENTER. EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. F.4. UNLESS OTHERWISE NOTED IN DRAWINGS,STEEL STUDS ARE TO BE 6QaS'IG2-43 SECTIONS WITH (b)- WRA WATER REDUCING AGENT. MINIMUM SECTION PROPERTIES(GROSS)AS FOLLOWS: Ix=2.316 in"4,Sx=©,772 in^3 AND A=4.447 MM2. (c)- AE=AIR ENTRAINMENT STUDS TO BEAR ON FULL WIDTH OF TOP AND BOTTOM TRACK. . (CI)-� UP TO 1 112 PERCENT CALCIUM CHLORIDE ALLOWED DURING'COLD WEATHER. F.5. STUD SPACING TO BE 16 INCHES ON CENTER OR AS INDICATED ON DRAWINGS. . (e). POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT. F.S. WALL COVERING MATERIALS AND ATTACHMENT TO BE PER IBC SECTIONS 2546 THRU 2508 AND 2511. A.3. USE TYPE I CEMENT,PER ASTM C-150 UNLESS OTHERWISE APPROVE. F.7. GALVANIZED COATING TO BE G60 MINIMUM. A.4. AGGREGATE ASTM C33. SIZE TO BE 314 INCH MINUS.SHOTCRETE TO BE$IW MINUS. F.8. CONNECTIONS: A.S. WATER REDUCING AGENT(WRA)SHALL BE POLYHEED R-1 OR DURACEM 55(MINIMUM 6 OZ.PER'!00 F.8.& WELDING IS ACCEPTABLE WHERE INDICATED ON THE DRAWINGS. ALL WELDS OF GALVANIZED . POUNDS CEMENT,). COMPLY WITH ASTM C-484. STEEL SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT. � . A.S. AIR ENTRAINMENT(AE)SHALL COMPLY WITH ASTM 0-260 AND SHALL BE USED ONLY WHERE SPECIFIED F.&b. #12 GAUGE SCREWS TO BE USED TO CONNECT STEEL STUD FRAMING EXCEPT AS NOTED ON REVISIONS ANDIC3R APPROVED BY ENGINEER. DRAWINGS. SCREWS TO BE SELF TAPPING",AND DRILLING FROM ONE OF THE FOLLOWING: . A.7. ACCrELERATORS: POZZUTEC 20 NON-CHLORIDE FOR C0141PONENTS E1{POSED TO WEATHER IN THE STEEL STUD FASTENERS I,C,C.# COMPLETED STRUCTURE(WALLS,EXTERIOR PAVING,ETC.},CALCIUM CHLORIDE IN THE INTERIOR SLABS __._ ........-...................................._....._......._....._.__......__........-.._....... VS BRAND SELF DRILLINGfSELF TAPPING STEEL SCREWS ER-6617 ON GRADE. QUANTITY(DOSAGE)TO BE DETERMINED BY CONTRACTOR AND APPROVAL OBTAINED FROM ENGINEER BEFORE USE OF ACCELERATORS. HILTI KWIK-PRO SELF DRILLING STEEL SCREWS ESR-21� _........._............_......,.__......._._._ --.._.-..____..__.--.-, A,8. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. F-S.G, PLACE SCREWS WITH MINIMUM SPACING AND EDGE DISTANCE OF 3 SCREW DIAMETERS, . UNLESS OTHERWISE NOTED ON DRAWINGS. PROVIDE MINIMUM LENGTH FOR SCREWTO i . A.S. ALL SHOTCRETE WORK SHALL CONFORM TO AGI 506.2'STANDARD SPECIFICATION FOR SHOTCRETE`AND PENETRATE BEYOND FASTENED MEMBERS BY AT LEAST TWO?FULL DIAMETER THREADS. _.._............_.................._-._...._._..._.._._._..__._---_--_--.-.-_-.... IBC SECTION 1913. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.. F,g,�, BOLTS TO BE PLACE©IN PRE-DRILLED HOLES IN CQIVIALIANCE WITH AISI NORTH AMERICAN ..".-...-�---..-----.----------..------, A.14. PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 26-0"ON CENTER EACH WAY MAXIMUM SPECIFICATION,SECTION E3A. STANDARD HOLE SIZES SHOULD NOT EXCEED THE BC1LT il UNLESS OTHERWISE SHOWN ON PLANS, PROVIDE HEAVY(314 INCH)TOOLED JOINTSAT V-0"ON CENTER DIAMETER+1132"FOR BOLTS LESS THAN 112"DIAMETER,OR BOLT DIAMETER+1116"I=OR . .....-_.._. ..---,--,..._....--..w._.-..---_....-.__.-.._-__. IN ALL EXTERIOR WALKS UNLESS OTHERWISE NOTED. BOLTS'112"DIAMETER AND GREATER. OVERSIZED OR SLOTTED HOLES SHOULD NOT BE USED ..............................._....._--_--_.---.----._._.--...___...__......_ I A.11. SLEEVES,PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY NOTED ON DRAWINGS. UN LESS EFFECTIVELY COATED. ._._._.-..._____.._ ..... ..___..._..._._._...-........_.._....._._.__ I B, REINFORCING - i .._.-..._,.....__..._-.....-.-_._...___W._--_-_.._-_.-._..--_- 1 B.1.- ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. B.2, USE ONLY A708 WELDABLE REBAR IF REBAR#S TO BE WELDED. USE ONLY LOW HYDROGEN _.._.._..._.._..._ .___W- _..w _. _.__..�.-._.�.__._.. ELECTRODES. ALT.WELDING TO BE IN COMPLIANCE WITH AWS 01.4. �w.._...._.w...._._..__...-_.__...__._._ �. .____ __..._� - 13.3. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE . 1 FOR DETAILING REINFORCED CONCRETE STRUCTURES-ACI STANDARD 315. .-..-.---.I--���"�` . . t B.4, PROVIDE X-0"x X-0"CORNER BARS TO MATCH HORIZONTAL REINFORCING IN POURED-IN-PLACE WALLS ......-.........._._....._......_-__._....___...�___-_-._._....-..- j AND FOOTINGS AT ALL CORNERS AND INTERSECTION S. - 1 - B.S. SPLICES IN REINFORCING SHALL BE LAPPED 4013AR DIAMETERS(2'-0"MINIMUM)AND SHALL BE _..-_. ..__...._. ._.,..__. __._._ _.___.�_�__. STAGGERED AT LEAST 4 FEET AT ALTERNATE BARS. ....._._----..-...-.-...._..W..__._-.---.-..___._..__-..____..ti_. t 8.6. ALL VERTICAL WALL REINFORCING TO BE PLACED IN CENTER OF WALL UNLESS SHOWN OTHERWISE ON xDRAWINGS. ....-.......__..__-.. -,-_-_.__w_.._._.,.---- ..._.-......._._..__ . 8.7. EXTEND REINFORCING TO WITHIN rI INCH OF WALLAND SLAB EDGES. __......1._____...___..11.._...._.__._.....,...._....__..._......_....:_...-...-_................... i C . a) ...._._._..-....._............I......._............._.._.....-.--_..-------.------ _hc . ., o . "w I . DATE 21 AUGUST 2013 N . v _ I 11 Ic� VLMK PROJECT NUMBER . Q . 2 30138 W - z 0 i% . . SCALE L V I S `_ z i i k_� ` U M SHEET TITLE . STRUCTURAL NOTES Q AND SPECIAL C4 {.: - INSPECTIONS = Q AM m is I . 1 = = lafth. mm C4 .3 Q I. S W d N) 11 N 1 c 01w 1 i .1 + -� . . . . W 4 . . I d. - . . I I 2 + I I . . 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OR 97223 J I C rI J J/, s ! CLIENT Regency Centers 5335 W Meadows F Suite i j t L_--J l�. lCf9 QSW Q,OR 9703�J t } ! "�. i I ! i J ! t t ! ! ` 20 I fi i t t- _j } ! ! f } -i r i ` J! !t t! ! t,/ J f Il E i ! G f � J i ! • S , / r 21 L ....1 -3 ..j .................................... ............... .........................-........................,........................._........._.__.......:.............w..,..............:.,.........._....... .......................:.......................................:........................:...:.....:.............................:........:.....:.,:..............::.:..,_.._..:-...::._.......:.:.::,._...._.:.:.._._........_.-:....:........_._................. .. .............. SEE DETAIL 550,1 FOR SLAB INFILLS f� �} 14 c � ti t ,~ 09 t I 1 t i REVISION$ -^' ,• / ._._. ,., ,., ... ... _. .._ ...._. ... ... _ _ - ..- ............._._.._._.._._.._.......__._.__._.•.....__,_...._._._._..._......_......._.,.,..._...... ,.M 4 F t fi , F i 4 .....•______._w... _w, r R�1 c, / ___.,._ ,.,_.,.,,.., :..............�1--..�i_..........n.._.., ........,._,n.,....n_...... w... ..__ __n•�,...a., .,.......� .....,._,_._ r �......._ _.•......ww..•..... � .,.,,,_ _.,,_. ._�.._....._ , _,,,.__.._«_ w_..__......_, ....,.,.........,..... ,''.��` _.T...,}..... .: y ^^_ ^. _^, "'..""' _ _^ T -."'.....}•",^,_._.._may-'-- -� __...,._..,...,.w...... i .�<......_ r i I• ~ j C.,. r t,• . 4 - ...,....._22 _w_.......—..__.__.____...._-._...,_-'-"._.._...._...._..._......,..._. .... r 04 T i { ! ! 1 ,5 MATCH EXISTING I MATCH EXISTING MATCH EXISTING 12) t r %' ..... _._... 4 313 23! FOUINCDATION LEGEND: ���N�AT �N �V�C3T�S. ISI _.... ... .. 1 M - 8"SHOTCRETE WALL WITH#!�5'!AT 16"O.C.EACH WAY 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITHw ARCHITECTURAL DRAWINGS. �,, ,_ N =J/ ~ _ DOCK LEVELER PIT �3 ' 6 CONCRETE SLAB-ON-GRADE WITH ! -� � 8"CMU WALL #5 BARS AT 24"O.C.EACH WAY ;' ;;. PER 8 TYPICAL r— I`-~' ------- #5 _ __; r_ —-1Q I` ?� 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS SHOWN. K:. ... V ' NOTIFY ENGINEER OF RECORD IMMEDIATELY WITH ANY _ _._._.._. ..,m_ EXISTING CONCRETE FOOTINGS DISCREPANCIES. w CONCRETE FOOTING PER SCHEDULE THIS SH�"i" ' . --- 3. CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE �. �,•,«•. J<:` �,, ` r `,_ �� i,.__ _ TYP � DATE o FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 927 WISH BOTTOM OFF , ;JJ� ----- ! , cv BELOW FINISH GRADE AND F FLOOR, ;' „ ' , �- �f 21 AUGUST 2013 I TUBE STEEL.COLUMN PER SCHEDULE THIS SHEET' � ,I r, -`\,' ' ;?;,Y~ �•�, �•� � I s TO BE A MINIMUM OF 180 BELOW FINISH GRADE. 13 "�; � ,� > J F r\� .•� r �'r t `i, WIDE FLANGE COLUMN PER SCHEDULE THIS,SHEET _~ ,` ' , , , ",-.' J' ' 501 4. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND ` ?,,` J I % ;r, ;; F COMPACTION TO SUPPORT FOUNDATIONS AND CONCRETE SLAB ~,�`r' tf%� : � ,7 ,' g ;-:� 'r�� �. U. `•'� ,,'J! , � ~� CONTRACTOR TO HOLD FOOTINGS DOWN "" U. ;; I VLMK PROJECT NUMBER z 0 � COLUMN AND FOOTING PER SCHEDULE THIS SHEET ON GRADE. �•,� _ ,•,'.J ; r ,, ,! ! S5fl9 ,.,`-: AS REQUIRED FOR INSULATED FREEZER SLAB a 5. FOR SITE RETAINING WALLS T-4"HIGH MAXIMUM,SEE DETAIL �P 20130/39 '• �.� r i' ,' �'v'501 ` y` .,` ! � ...,..._,.,- .....;...�'�r..•,�,.. ~ / I T 1' ..._._..,....,,__ _..._..__ `-,,^ _.. �_,.__,_.......,_.._.___-.�.....__Y.,-..��__.,,_.,,_. ...w. _w__..._,�_ ...._,,....,..__...YY-------'--'-___—._._____...._.....__,...._._.._._'-_.___._ ,.,.,.,,...•,^,,,,.,-..,_,...._. ...,,...,,_,...._..,................_...__..,_..._..�__._.T.-_�� ......,_...E,...._..,...._._.n._n_,n_,_i F; ._,...._..,,_,w_.,....._._ .._...__...._ _,..w,_ ._...,•__.... COLUMNAND FOOTING SCHEDULE 24 4 z MARK COLUMN/WALL FOOTING ,SIZE REINFORCING NOTES $ SCALE 31 z CONCRETE DOCK WALL 2`-©"VWDE x CONT x 927 DEEP (3)#5 x CONT SEE DETAIL(71554'1) 2 COLUMN PER PLAN V41 x W-00 x 14 DEEP (7)#6 EACH WAY SEE DETAIL(WMT) , A `� D 3 COLUMN PER PLAN 4l-6"x 4`-B"x 127 DEEP (5)#5 EACH WAY SEE DETAIL(215541) SHEET TITLE I 4 COLUMN PER PLAN 3'-©"x T-07 x'12"DEEP (�4)#4 EACH WAY SEE DETAIL(1QlS.Wl) '17 `�.��r ��U�D�1���N �L�1� 0 V COLUMN PER PLAN 4'-U'x 4'-0"x 12"DEEP (5)#4 EACH WAY SEE DETAIL(1C/SW1) 8 COLUMN PER PLAN 51-iY x 51-W x 12"DEEP (s)#5 EACH WAY SEE DETAIL(11/8501) r rA FOU N DAT N SLA a Cn 1 118"=V4, .-- N M 01/ DESIGN SOIL PRESSURE: 2,500 PSF,DEAD LOAD+LIVE LOAD n SOILS INVESTIGATION BY: GEODESIGN, INC DATED: MAY 8120'13 W r �- l x LLJ .............................. . ................................ . ......... ............ ....................... TYP TYP rl 4"\ ('12 0 R-7 W12x26 42'-10 1JZ' TYP 401-7 1/2#1 43'-13/6 4T-3 718 33-8 60 ...................... ...... ...... W12x53 BELOW W m ON im mow" im m a M'm ft im ma m m m no=m No m A GBD Architects, Incorporated 0! 09 LU 1120 NW Couch St. 9 m HIGH ROOF IN ("i it Suite 300 TYP N Wx x Portland, OR 97209 103 C-4 -9656 Tel.(503)224 W12x53 BELOW gbdarchitects.com — — — — — —— — — — GBD 0 2013 H TYP STAMP �B HIGH ROOF FRAMING PLAN U VN /0 TYP PARAPET EX7ENSION ri r9 5�- PER �359PE \,§621/ OREGO N 5 3/4?'x 25 IJZ'GLB 6 3140 x 25 ItZ'GLB 6 3/W'x 25 11T`GLB 6 3/4!'x 25 I/7GLB 6 314!'x 26 1/21 GLB ........... _V Q> I H -T—T ...... if 11 11 7F 7.11 18 41 15, '?�Q� C." ffLowi 1HSS8x4x5/1P BELOW HS§8X4xf/1r5 ,,HSS8T4x5/10 BELOW H�S&4xp/16 BELOW, IISS x6/16 BEL K12 j md �8 'S'01V C. C. �,S 5 2 IS621' '8621 J21 T, TYP EEXPIRES. 6/30/20 r m am low am �.mm Aiiiiii alm was o"m iiiiiie m" m� "m mr "m "m a" "moo z I 11 t CONSULTANT f t 0 S U L T N E 15 R S Gil .......... ... ....... ....... 3933 SW Ketty Avenue r .... ............ Portland - Oregon 97239-4393 f 503.222.4453 vimk@vlmk.com f z 8. 503.248.9263 mvm/xlmk.c0m T Uj PARAPET EXTENSION zo PER ............ i f 44 -e 27"GLB 2"V2"OLB 613/4"xpi GLU E)6 (E)G 3,44" F /4 x k3l)G.1�8 11-2" LB 1 19 L-4 PROJECT t I WHOLE FOODS MARKFET i t t Greenway Town Center I I PARAPET EXTENSION PER 2220 SW Scholls Ferry Road 200, j Tigard,OR 97223 f N (14) VEC UNIT LOCATIO YEJ ............... TO E-ED ERMI qED.f IEC LOC kTIO 6 OVER C MN GIR�ERS CLIENT r TO i NOID ADDII N J01 S. (240)#MAXIMUM%MWI HT) AMIN SEE FOR TYPI L FF Rogency Centem 852 5335 SW Meadows Suite 295 t (E (E) 2 1�2"GL6 I 1 6 3),4"x 3 1(E) �14-x 1 GL� (E)6 3,14"lx 30u$LB 6�/4 x T'GL� Lake Oswego,OR 97036 (E)6 3,14"x 22 112"GLB 20 f327 T L J01tr (E 2014 U) (2 SKAIGH Tlok YE*; 6 FOR B KING UND ER IS521 :_R SK&IGH PERIMETE t E)0 314"-4 24*'GLB 1 (E)6 31WI x 4VG 3/4' LB i (E 6 3/#8 x 24 )13 340 X131 V21'GLB (E) 6 x 2 1112"C1 1,211&B 114P 011 GL IF-) 21 i z "Ai:3z'C i k T L -T* f ..... ................................. ............................. ........... .......... ...... ...................... ........................ ........... ... ....... ................... ........................ ........................... . ............. ........... f................. ................. ............... I t t REVISIONS ............ ....................................................... t 6 3/4.,x ISILS (61)6 x 2 2 11 i 2 G, 81 GLS 'k"GO E)-6 314, 2;1'1 r2"(iL B j'014"X. �L� .1 ................................ f16 25 lfy'2"G 22 � I f i I ........................ .......................... ............. z I r I t ........... ............ .......... tI ................... ;fjj j(jjsT3�T 32', OR(F-)20 ................ ........... ............. ............................ C%A ......... It ----------................................................ f ------------ ..................... (E) 314" 24-4B JE)6 1/4"X V'GL i v,GO 'F�)6 3/4'X 271'GL@ I 23 ................... .................. i 0 A .......... ........... ............ T ROOF F 11-VIXMING LEGEND: ROOF FRAMING NOTES: t W METAL STUD WALL PER DETAILS I CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS VVITH ARCHITECTURAL DRAWNGS. ----------- t ------ ra"SHOTCRETE WALL BELOW 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS SHOWN. t t E NOTIFY ENGINEER OF RECORD IMMEDIATELY NTH ANY DATE 0 TUBE STEEL COLUMN PER FOUNDATION PLAN DISCREPANCIES, 21 AUGUST 2013 f WIDE FLANGE COLUMN PER FOUNDATION PLAN 3. METAL ROOF DECK TO BE 20 GAGE VERCO TYPE'HSB-W. WELD EACH DECK PIECE TO SUPPORTS WITH 1/2"DIAMETER PUDDLE WELDS AT(4)LOCATIONS AT ALL SUPPORTS AND SPAN OF METAL DECK PER NOTE#3 Ile) AT 24"O.C.AT MAW51NAL MEMBERS.BUTTON PUNCH SIDELAPS AT 24!'O.C. VLMK PROJECT NUMBER 4. WALL SHEATHING TO BE APA RATED EXPOSURE I SHEATHING t 20130139 THICkNESS OF 1 5t3T.ALL EDGES KOCKED. t WITH A MINIMIM i z WHERE HORIZONTAL STRAP BLOCKING IS USED TO PROVIDE t EDGE BLOCKING,IT SMALL BE A MINIMUM OF I I1Z'WIDE AND OF THE SAME MATERIAL AND EQUAL OR GREATER THAN ............. ................... ...... ------- ........ THE THICKNESS AS THE TRACK AND STUDS. 24 SCALE S. WALL SHEATHING SCREWS TO BE FLAT-HEAD SELF-DRILLING TAPPING#8 SCREWS. MINIMUM HEAD DIAMETER OF O.2W. PROVIDE AT 6"O.C.AT ALL PANEL EDGES AND AT 12!O.C. z IN FIELD. SH ET TITL ROOF FRAMING PLAN C4 Aft yoeo� A ROOF FRAMING PLAN 'Raft 1 ov U J 0 UJI GbD C 0 N 1 14 G E N G I om tH qA f I ,i i (z.,a C.,, I I s...._...., t, �ri�tk.J+��l�;,�L..•_.........__, 4r1 :I.0C? Ft�IEi 3`7I AIS-.._.._.....; {` �=�:O T ICS G..._....-?. (E)CtMI j N, LL ^, ........... .-.. .... .... _....... ..... ......,-_ ^, .. , • n r • ,.,.4 ti_ + w nn-n.,v,.,.,•w• +,..,.._-,n..n_,r.v ._,.,n _, ,- ,, y+"Y-. ,..r,y.. _ _ 'TT`T _ T r /- r: `T' ! -.r :. �r _ '.' /: ' .. _ ............... ....,._---_..__z..__.._.__,r..___.._ .__ ._ aS.....,..t_.,,.....c.__. _ ._. .., .,....,....,-. -,......._. y ._.,.._.n...,..,.,.,., ,__,n,n,.. y, �. .---..T--,-.«�a,..,,�...,.............._ ..•'-._..r.......�•1�._a..-.:.._......_.4-/,..r.,._f.^_-«,.f.._.._....._..,,,._..,..,..........___.......,..,.,.,_..n.,.-..- ._,,._.....,..,:-•_..,,..,...,.nn,,.,,_- ._.._.. ,..,w.....,.l t..:,�, ..... ..�+... .<....,.... _ .. _-a-�- .......... .d.c.a....-.-_.�•_..ZJ'_:.-. •'-�..i�`_..'1.��_-.-.,L..✓:.,/:_ GSD Architects, Incorporated ' 1120 NW Couch St. Suite 300 Portland, 4R 97209 5 Tel,(503)224-95561 gbdarchitectsrcom i3t3jYjj - r+' ` R . �I(Ej :hlU PIER FOOTING,TYPICAL VJPIER,TYPICAL (ECNIV PIER FOOTING,TYPIC - _(ES�reIU PIER,. Jil �L � G8D 0 2€13 '. b STAMP N C14 IN L L 5201 lk, �►.� �'_�" TYP 1'-b" �, 1._g„ TVP t. '151 N01 Aj �`,v,^�,,�pH' �{�••fig ,sf ��� 12 OREGON �y 15 F °� � �DATION PLAN (301-01' WIDE D LANTER F UA LAVTER" F SDATI LI ? i 1f4"w V-a� L� 11EXPIRES: 5/30/20 r :] ;t CONSULTANT f R k � �fSULTI IIIc E � �r l •M E E i A �.:/ ±Ej��i; ......................... ..I. . . I I I I I S I - - . I .1 x . I . 400%kr . - ,# . . r.____..-^-- -t i f _ _ _ __�_ _�I _ _ ,�ti.__. I E I I I I€, ' r . U , If 1 € I I (E)CMU WALL 11 I=' SHOTCRETE WALL PER PLAN I I 1 1 sr` b ' „ STOREFRONT PER ARCH STOREFRONT I 1 1 4 i 4'' #, CC)LUMN PER PLAN PER ARCH 1 1 t� _,..,_....-.. '-X i �....._.. _, ._.- #4 EPDXY DOWELS X 8"AT 24"Q.G. r AS OCCURS I I I : ..i,, � 1 GBD Architects Incorporated I i i II i /' : ' II 1 �, . i i' ' AT EAChI{E)BOND BEAM ELEVATION oD 1 COLUMN PER PLAN ., r 4"EMBED (2)#4 x CONT AT TOP 4F WALL 1 20 IVVV Couch St. I I #5 QOWEL AT 18 O.C. ,, { } 11 g I# 11,1. 114 i i WITH STANDARD HOOK 1 1 1 t'.:, - #4 x GflNT AT 1fi"O.C. #4 x Cf�NT AT 1C7"O.G. 1 , LAP 313 WITH WALL I I I�:.:'�__.....____ {FVSuite 3Q4 i �+. Portland, DR 972x9 1 I i ,,f. .. s + ` ' 8°CMU SOLID GROUTED I I REINFORCING + . 1 I 1 I I r` r'; #4 x REQ'D EPDXY ' I #4 x REQ'13 EPDXY Pt?NY WALLAS OCCURS I I BASE PLATE 314x12x12 WITH I I I I:- ' .. DOWELS AT 24"O.G. DOWELS AT 24"O.C. #5 AT 32"Q.C.EACH WAY t1 1i2"GROUT PADS , „ QC)�LS EACH0SI13E 11 I�.' ,� WITH LEVELING NUTS {4)314 DIA x ' EMBED W 1. (4 EMBED) Tel. (503)224-9 56 (4 EMBED} # EPDXY DOWEL gldarchi#eCts.com 11 3»B©LTS AT "O.C. �• I 1€- 4� 1' I .. �, r I d tr 1 1 AT 18 O.C.(4 EMBER} -___. - < AT 24 O.C.(0 EMBED) � - 1 1 I I # ""d"""'T .7 , . (2)#4 x 1'-U"EPDXY STAGGER SIDES I I I�;. ; . G©NCRETE SLAB,MATCH CONCRETE SLAB,MATCH _0 CONCRETE SLAB {E)CONCRETE SLAB DOWELS ALL(4)SIDES I I I i,,; ' (E)THICKNESS (I7 THICKNESS G8D CCJ 2Q13 a MATCH(E}SLAB ., 1 , (E)CONCRETE 1 1 1 I 3''` (4 EMBED) \\ I I SLAB,TYPICAL SIDEWALK f . ( }SLAB SIDEWALK (E)SLAB SIDEWALK (E)SLAB THICKNESS 1 1 i l . E _.._...........w__.._____; I I II I�` �/ , ii I�` ._fF I !=± I / I F �, -- I 1 p. �_ . I I ,i�.# "I I a ti+ I I STAMP I7b Iy ,,_.__,,.__ ': 1 . . LU -- _... _j__W 7{:,Z t _ --- _"..,.....___.,.____..-._._.._ n I I __'- __."___ 1. I qI__- - I � I ua } af[_ IIII 'i. . - U.. I. �,C ry( 11 A E #4 x 1,_t?"DOWELS AT 3 "O.C. a ,.1 ;; r 7 , I r '�[) Fel ` 2 I ,,. I I - CONCRETE FOOTING i 1 (E}THICKENED SLAB s EPDXY EMBED 4"MIN INTO i I 'i i . ' .�, z • i� f.".�' .�' r V EACH SIDE,EXTEND THICKENED SLAB f 4 iv x 1 '! N `gyp EDGE OF EXISTING SLAB d I I 1 i a ( .. 4.. ; W % I# ;_• PAST ENQ OF WALL I I ." x ALL SIDES OF SLAB INFILL .� V I 4 I.I a LL 1 f. :.._.._.. " I _ _ ., 1 _.,.._._...._._.._.._..__, i , ._..M.____,._,__,, 7i''' t� i is I I . � r_ a 42 MINIMUM n , �. 56 . !9PE 4. . 1.7 • . -Oil. p r� 1 ,� i I . I i I I I: Q . 4' ` ' $ MIN I �. s _4' i fo s - I 01 . [ a _� +;8)#5 x CONT 1 i `v % . 1. �' I } i ,�e'C�N 0 3"CLR a. , t 1 1 "qs �� . ,-___-__ -..__.___,____ _..,._.._._._._.....__.____._.___•.___,_...___._. L _____ .__._—.._.._.._..._..._._._,,.._,._-._.-_ _.—_ _____ — i ._�.___ ..._._.._..___ _______,_._-._,__..__ SEE SCHEDULE FOR FOOTING __ ____ ON C S p,� .t SIZE AND REINFORCING . (E}FOOTING #4 x REQ'D EPDXY (E}FOOTING f {E}FOOT#NG EXPIRES: 6 3C DOWELS EACH SIDE -7 NOTE: 4-p AT 16"O.C.{4"EMBED} FOOTING PER 3 AS OCCURS / 20 AT CONTRACTOR'S OPTION,THREADED ROD EPDXY ANCHORS 12 S501 'COIUSULTANI' WITH THE SAME DIAMETER AND EMBEDMENT MAY BE USED. BASE PLATE PER S5U1 _j . ' AS t3CCURS h SHORTEN J-BOLTS AS REQUIRED � 4ti� St1LT ! @V E � G l � E � R � 1 Ft UII�IDAT'I 3I I DIETAIL 2 FOU DATI I DETAIL FOUII�IDATICI ! DETAIL 4 FOUNDATION DETAIL 5 FOUNDATION DETAIL 3933 SW Kelly Avenue I�Loy5501-€�1.dwg 1 112"=1'-3" 1"=1'.0" Q 1"='I'-al .It►= .Ir-U, �V �I"=1'-tY' Portland • Oregon 97239-4 393 i ��Oy ��V 503.222.4453 vimk@vimk.tom 503.248,9263 www.vimk.com . . I I . I . I . 'I .1 • a - 's` . I ,1 I ,i .1 - - k CONCRETE SLAB PER PLAN I 1 11 - PER MFR CONCRETE SLAB i # i1 L3x3x114 WITH 112"DIA x 6" PER PLAN 114 I# . 3"EDGE ANGLE.MITER. NELSON STUDS AT 12"O.C. ______.,_.__,__ _...._.. ._....__ _ I I 11 ' CORNERS,WELD,GRIND '"" EXTENT PER MFR ;. b I i 11 N L3x3x114 WITH 112"DIA x 6" ••••vr•r*• �r�r�r.. . 1 1 j1 COLUMN PER PLAN 11 SMOOTH AND PAINT, • V, '• I I1 . TYPICAL ' . :.� � NELSON STUDS AT 12"O.G. � •• '' 0 '1 r,,,-1;. U. TYPICAL I I COLUMN PER PLAN9 is �''r•' .f I I 1 1'' 4 #4 AT 16"C3.C. 4#4 x 1'•8"DOWEL AT 16"C3.G. EACH 2„ 2„ I# ,I #4 AT 12"O.C.HORIZONTAL �" EXTEND 1`-8"AI�dC}7 © I I FLANGE 114 i1 €', .II ,. Z3 I 1 ,I BASE PLATE 314 x REQ'D WITH 'i 4I BEND INTO SLAB I A i1 I, Q.. BASE PLATE 11 (4}314"DIA x 8"EMBED t F€ ? T i I 11 J BOLTS AT 9"O.C. I I:11 #5 AT 18"Q.C.VERTICAL /O , ;` I 1 1€ ;# 1 ;; `�, : 1 EXTEND 2-V'AND BEND � U .. #4 x CONT ► } i1 SIdEWALK, PROJECT i ., I INTO SLAB I 1 i . I: 1 4 M I 1 114 I TYPICAL _ I I , I# ••/ `. I a I PLATE 112x14xREQ'D '# R '' ;i `, I �" #4 AT 1fi O.C. ,, __ _ ___ _.. w HOLE FOODS MARKET - - �� i I �TYPICAL 11 �,g� t�� Center I I / :;'r' i I 1 11 Greenway Town .t S r - i 4 iii' ,E11 x 8501 3"EDGE ANGLE:,%,` .' A ' TYPICAL "' " . , t1 112"GROUT PADS A ;� Tigard, 4R 87223 lu 12220 SW Scholls F Rpt I � DOCK SLAB DOCK SLAB s" �.._-.��...,,—".�.�...._.�.,-._--''--^.,_.., 1. I I .,,,r ,' WITH LEVELING NUTS I \ - I. E I l i�'��r I\ I _, ,_.__ ' "` #5©QWEL AT 18"O.C. '* #5 AT 113"O.C.EXTEND 1'-6" ^iv -P i t i�. • I - - EXPEND 2`-4"INTO WALL AND BEND INTO SLAB 4 I I' . 4 • . I I' .� • I y b. 4 I I I:1 *�EA;" ALTERNATE BEND -. . • . , • C7 i� PLATE 1t2x'IOx101MTH M 4'. I I• , A I•I . . 2314"DIATHRU»BOLTS ' ' ' ' ' I 'I I . . '' t. ' . a g a � 1 DOWEL PER DETAIL S5©1 ( ) I - S5Q1 i AT 6"O.G. . . - • V , Regency CAIS 3:1 311 � i� m � q 11 v �J3S�J SW�Aeetic3ws 9 SEE SCHEDULE FOR .? SEE SCHEDULE FOR (E}CONCRETE DOCK SEE SCHEDULE FOR FOOTING 3"GI"R Suite 295 I . IN, , . FOOTING SIZE AND .' p FOOTING SIZE AND RETAINING WALL SIZE AND REINFORCING Lade Oswego,OR 87035 . . REINFORCING REINFORCING - . ' ' • . I NOTE: AT CONTRACTOR'S OPTION,THREADED ROD EPDXY ANCHORS . - WITH THE SAME.DIAMETER AND EMBEDMENT MAY BE USED. 6 DOCK LEVELER PIT 7 DOCK WALL- DETAIL DOCK LEVELER DETAIL CA�I��� CCrLUMI� AT" D�}CK WALL 10 F U NDAT'ION DETAIL • ' G 0 DOGKPIT.dwg 318"=V4' 51,J DOCKPIT1,dw8 314"=VAr 5 DOCKPIT1.ftg 3/4"=T-Cr 50 '1'►-9=0" 50 1"=1'-Q" I J 1�Nftm.0000 . . i ' E t a I Il CMU SILL BELOW PER 5541 I CMU SILL BELOW PER I I TYPICAL € I I # TYPICAL S5fl1 Ii I (z E I I ^ ~` L6xu&16 x REQ'13 WITH(3) i I --- #4 VERTICAL IN EACH CELL #6 EPDXY DOWELS PER S5g1 #4 VERTICAL IN EACH CELL I " " ; I " 4)PLACES 1 518 DIA X 5 EMBED EPDXY I _ __,%,_ #3 TIES AT 18 O.C.OC _._.__. ___,..- _ . • (CAST IN-PLACE#5 DOWELS WITH `�_ - I } € , BOLTS CENTERED ON # I If . STANdARD M40KS CAN BE USED I CROUTEC?CELLS ONLY ' ',_ __ 1 _� ------i -.--.--L—.—# € _.____.__.____i_..__._si s ' IN LIEU OF EPDXY gOVVELS . 314"DIA x 5"NELSON STUDS -_-1..- I _L_ __� _I_- .� € _J,------ _. _ .M__.;_,_ „�,.., _.___�. ; � 1 ._._._ _ ._ _. .__ €_ ._ __„__f___ 0 AT 16”O.C. i ` i # ` € i s E CMU WALL CMU WALL I ` r 314"DIA x 5"NELSE?N STUDS _ Gt"LUMN PER PLAN i I ! J € jI 4 } (E} i . i I : .. �......_....,,_ .I,,..,......_........._-:_.....__.3......_ ..�._.__._ I......_,....... _ -.__ E __'I ..._.._.-,_,.w._...�......__ �.__ -. _ .!_.....__._._.... 1,_- �^'�-''''^��•^�'__ � .,...-.,.-,,. _,."__."....s'__._.-..,,..,.,._.,,,,.,,._,._c.._,__ 1 E t ._.,._....�...._....., i r t i I , 1 # AT 18 O.C. CMU COLl3MN WRAP r_.-_._...... �.___ �. _�_ __ __�_______� __�_ j __ I �____._ __._. 1 ----r ., ; 11 M Y .', EACH 10 0i # I 1! 1 # Ir # I I i I j j _.i_--,----- ! 3 , _..._.._,i.,,_.,...,__-__- 5 #3 TIES AT 1B"C3.G. FLANGE 114 _ ,1 __,._�.w -µ ' M #4 x 1`-4"EPDXY DCJWELS {2)#4 x 1'- "EPDXY 130WELS _~ �\ # 11$ CMU COLUMN WRAP #5 EPDXY DOWELS PER $5g1 + 4" A REQ'D 1 OPE HORIZONTAL LEG AS RE ' 4" _• I (4}PLACES ,. _._ _ ___ .-_......_ AT 32 O.C.TOP AND BOTTOM TOP ANIS BOTTOM INTO _ .__ _ �,: ''�.._ 1"FROM EDGE OF OPENING f _ .. _ __.€._.�.___ . _ . \\ I (CAST-IN-PLACE#+5 DOWELS WITH O INTO(E)CMU LII' TEL AND (E)CMU LINTEL AND . STANDARD HOOKS CAN BE USED - _ _ I `'\ EACH END r•` I I (E)CONC SLAB(4"EMBED) (E)CONC SLAB(4"EMBED) 1 1 IN LIEU QF EPDXY DOWELS} 1 ' _..a ____.__ __ a t., _ --- _ N 11 _. \ _I 1 I I 1 6 s / i I +_ �__ ^'---" 1 I I�� �r,f/ __..,_r_.L..._.,..,_ ._ .__,_'-r----•--._ _ __.- I. ,_ \�� /rr _,---..,--i,__.._._,_._ , .........._..._ ................. ........ E i . . . ............. 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EXTEND THICKENED SLAB AT CMU j,• .;§_-27,4_- # I 1 1� r/y. /f" I iT f`' i ~i� j `, ' i ', ' EPDXY DOWELS EPDXY DOWELS ` COLUMN WRAP AS REQUIRED - f;Y:1 1 I it / ; �. i Y1i 'f!r:/I f I , />'I ,, /y ,. �iMu P ER "...4..........-.__{_.__._....._._-- Il \ ••-•_-_.,._._...i...____:.... ___ _ _ __ ._ __.1_. _ \ BASE PLATE 314x14x14 WITH f','�,/ell, , I ; BASE PLATE 314 x REQ'D WITH I '1 ,j' ,�'-'`� 1.I € #5 HORIZONTAL #5 HORIZONTAL ' '� 4 314"DIA.x 'EMBED 1 (4}3r4"DIA x 8' EMBED 1' __- _.__.,__I___._.. IE { r•'f,f' ,r,'f',r j , 11 'f"/l!/ r/, CONCRETE SLAB PER PLAN I-- _¢_.. /f' 1 _,_...._,..-... _._..F_ __.. __. AT 24"O.C. AT 24^O.C. _._.�..�_.__ _ t ___, ___ REVI I N / .r ''`� 4 J-BOLTS AT 9"Q.C. , ., i i ` S 4 S J-BOLTS AT 11"O.C. f r' . : 1 I CONCRETE SLAB PER 1 1, `.,.'" 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PLATE 1/2X#4x$ .,, `'* 11 - I ___._ __._ __ y 9s BRACE PER PLAN ' • � �� � � HORIZONTALBARS AT - ;I TYPICAL I EACH END • % 1w O.G.MAXIMUM 1 -------i --_ v <t _ _ _ PLATE 112x8x8 WITH : L"A I t lft_ SCALE I I �===-^-"--,--,-------^,-^,-^"",-^,",^:� ' ::: - - � �: �=__ {2)3/4°flIA x 8"EMBED 1 1r2" ` I i ... °11 ��, . W FINISH GRADE .._,,,.,._._. . :.___ _ _ .__._.__-_.-._-_.__... _._,_ _�� EPDXY ANCHORS F t r`'��--- 1.- ./""\)/, ___.._ _ _ - _ AT 5 O.C. W.P. _4... _. v 0 ----w-•-- I - 3 -.__.__M._.•_._..-,_ . ' I;;1 . . . , - (2)#5 x CONT . � D PLATE 112x6xREQ D WITH . I , I I 1 • % --` RETAOINING WALL NCRETE GK 1 I .. . ' SJ8"DIA x4"EMBED I I _-h !�;. SHEET TITLE p EPDXY ANCHOR TYPICAL _- »._. _ t� L 0 (E)CONCRETE SLAB ►;4i o :,' �_,, 3 {E)FOOTING- � #4 x REa`t�EPDXY FOUNDATION DETAILS c . ".. 4' (3)#4 x CONT Z �, DOWELS AT 12"O.C. a I �r r'r•r - r " [ N In A. (E)FOOTING 1-3 x 4-4' WIDE (4"EMBED) H sn -.---------__-.____ �.. `� j 3P CLR °� i I I —1 - . ;1 ___—..-- . mpm% 5 .—,,m < ; . N . . j L bM "'' 16 SITE WALL DETAIL 17 DOC WALL RAILING DETAIL 1� ME�NINE BRACE DETAIL ('1'9 F�UINDATION DETAIL LU v) _, \S5011 . \S509 \$501/ \$501/ � . W . W . a- i t . } . - . r I } € COLUMN PER PLAN STOREFRONT PER ARCH,TYPICAL } € 1 € I1 1 1 COLUMN PER PLAN € I ' € i i GBD Architects, Incorporated I € L4x4x1/4 x 0'-4" TYPICAL ?_ _ ° ' ( CMU WALL € I' ; :f} MU WALL ' (E)C ► I 1120 NW Couch St. METAL DECK PER PLAN SHOTCRETE -- ;`' METAL DECK PER PLAN 1/4 SHOTCRETE-- "�.._..._--...._ .: METAL DECK PER PIAN 1/4 I r METAL DECK PER PLAN _ P4Ct1al1 OR 97209 �_.._.-._.._._..._.._ 1 j. L1 _................. . Suite 1 € SPLICE SP CE WALL OCCURS WALL OCCURS ' }'1 ► r d 1 TYPICAL G L2xzx1r4 TYPICAL / AT SIMILAR ; ._. s, 1 112" 7" ' `` 1 112" 7" �.. i 114 Tel.(503 224-9S5fi L2x2x1 4 114 BEAM PER FLAN 1 4 , +,;i. 3 BEAM PER PLAN AT SIMILAR € , I ,,.. BEAM PER PLAN € } BEAM PER PLAN gbdarchltect •cam ' .,• _ ` -�•-...-a.:--..-,ate - --------- -_ _ - - _ _- _ - _.._._ ._ _.,......__---__-, __.._... ------------ _._..... _ - - __..-------_.,.___ _ _ _-- _ € � ..M - --------- ----- - 1/2F ---........_...._ _.__.. - 1/211 ' _. :...._... .�_.�.. STAMP --------------51 1 --------- ----- € TYPICAL !€ 114 I S TYPICAL ~~PLATE 112x13x1t?WITH ' ? . ._........._... 1 " U ' TYPICAL I I I 3116 TYPICAL r . `I 4314 DIA 7'HRU-BOLTS € t: '{' A C�' ,4 1 1 3116 € 31'16 2-12 , ( ) € •: PLATE 112x13x10 WITH » j 311$ 2-12 I I € i f :�, Y f PROVIDE 1/4x4x4 WASHER PLATES t z.. ' : (4')3r4 DIA THRU-BOLTS �" 1/2" 1C�F d0 .,r DO NOT OVERSIZE HOLES _ PROVIDE 1/4x4x4 WASHER PLATES s S' f.r; t f € �'I r 114 € 4i�aS137-33 AT 24 4.C. r f 1 MAXci�' C�G' � '.�i BEAM PER PLAN } /. 1 ;;•I i I `f 11 BEAM PER PLAN t < �v ---- € € D4 NOT OVERSIZE HALES I I (3)SIDES,TYP I} I I 40OT160-33 WITH 0.'145"DIA NOTE: 1 46 >� � r I 114 II PAF's AT 24"Q.G.,TYPICAL , f J'{ _ SEE DETAIL FOR I , f t I I. NATE: , I r.� MORE INFO 5611 i Ir j ,,, ., r 1 . . SEE DETAIL 5511 FOR GREGJN �, MORE INFO 114 f 2q4 BEAM PER PLAN,TYPICAL ,� BEAM PER PLAN,TYPICAL y3, I I 3 SIDES,TYP € i EXPIRES: 6/3fl/2C 1 " COPE BEAM AS REQ'D I 's } 1 COLUMN PER PLAN I, CONSULTANT 114 TYPICAL QI SLILTING rl'N� �'+ � r4N"\ CANOPYF AMNGDETAIL E � � � � � � RsCAI1CPY FRAMING DETAIL �,.rA I� Y .F AM �ET�11L ► CAM PY F AMII IC �3ET'AILC,A PY FI AMII SETA L. 3933 SIN Kelly Avenue 111=11-0N 111 1+OsFV 1" 1'-011 "y 1'- 1"=T-0" Portland ° Oregon 97239-4393 503.222.4453 vtmk@vimk.corn 503.24.8.9263 www,virnkct�m i' END OF(E)CMU WALL } < 11 € I (E)CMU WALL BEYOND PILASTER li Q: < `. ;,. "J �► COLUMN PER PLAN } € TYPICAL. 114 END OF SHOTCRETE WALL PER PLAN TYP i E k f }} II 114 1 } (E)CM€.,1 PILASTER €I BEAM TO BEAM PER PLAN TYPICAL MITER - COLUMN q f / 1/4 II r i r!/ J!j , TYPICAL € ►I ' ' L4x4x1/4 x REQ`D ON EACH SIDECOP i •,' 114 'f I I€ 114 I € OF(E)CMU PILASTER,EXTEND ® 2 61r2 f G TO WITHIN 8"OF SUPPORT,BEAM ' BEAM PER PLAN,TYPICAL - _ 11 L4x4x318 x t7'w3" TYPICAL II ' ' EACH END OF FISS4x4 F -------------- -------- --- BEAM !' ; _------_.--_W PER PLAN {", ;' II BEAM PER PLAN 1 I , , , __ _.... _.___.._... _...__..---- ----- - ------ --- -__-- _ } ' � I METAL DECK PER PLAIN _ ,'! ,' LEDGER AN PER ', < tr----- - ------ - •_.-._._ !, !! { TYPICAL (3)SIDES,TYP ' 114 CHANNEL I I j it -=i i �`- r'- / y,' r} ✓ ,/' ! r i 1r4 PROJECT ' _ I _ ' TO GAP PL L3x3x318 x d'-8" 3 i i' CONNECTION PER 13 �. 11 55'11 < `r Ir CONNECTION PER 5511 I,ir 1 r,, ; r ,•" ,`,J`/'� � f �',' } ! } , TYPICAL TYPICAL 1 1 OMIT STIFFENER Ir'" � r f ,;,.. �= OMIT STIFFENER ' f'•'f �l','' f F '�;', �`/' ' ' 114 1 t I t I ' , I WHOLE FViJ�7 � € PLATES BUILDING SIDE it PLATES BUILDING SIDE ', is .,._. BEAM PER PLAN,SHIFT TO OUTSIDE %.j�'_...._. ._. f.:'j�l,f.`<-•'= } ' ,`r € I I EDGE OF(E)CMU PILASTER E �'.�° 'r" € I ����ny Tc ��rtr 1222(I SW Scholls Ferry Road BENT PLATE 1/2x13xREQ'D WITH ,; „" € ' Tigard, OR 97223 TYPICAL f % i (4)5/S"DIA x V'EMBED EPDXY (3/16) 2-12 , { r/ f i' '"I ANCHORS AT 10"Q.C. ' ri CANOPY BEAM ►' CANOPY BEAM BEYOND � � ,��%,% %.� t 1 i, 4' ' <'1<,``,€ I I CELLS MUST BE GROUTED COLUMN PER PLAN (3)SIDES,TYP `� TYPICAL : i `r r r1414 1 114 'I 31r r I {! CLIENT r J Ii L4x4x114 x 0'-4"WITH (E)CMU WALL I r 11 3/4"DIA x 7"EMBED fMIN ,'/`;�' `,r'I BEAM PER PLAN, i, -;: , 11 i i �!r ;.� lr� 'E TYPICAL 'i ', •, }, EPDXY ANCHOR,TYPICAL 'Z it Regency Conti __--- ---________11 __ __ }�-------------------- LEDGER ANGLE PER 1 BEAM PER PLAN,TYPICAL BEAM PER PLAN TYPICAL 5335 SW Meadows EMBED PLATE 314XSX12 WTH(2) ;�, f it I TYPICAL 5511 EXTEND TO CMU WAL.L/SHOTCRETE WALL I 1 #5 x 6`-0`►A706 BARS AT S"O.C. f _ ,- €1 E ) Suite 295 I r� TYPICAL �, !! ' " I [� 11 1 � Lake V.�Wega,G1�i 8743�J" MAX 2 €' CLIP ANGLES PER 5511 ' r ''r " I €; TYPICAL ' 1 €I (3)SIDES,TYP 114 1 6 C^NOPY FRAMING C�ETAIL 7 CANOPY F AMING DETAIL CANOPY FRAMING DETAtIL � C�►I�OP�' FRAMINGDETAIL ri 0 CANOPY F` AMII'�� DETAIL .111 w.�1-�N �� �11`11 IVI pll►� .�N 11-�N \$51 fir 1 V .�n�.�1-(�" pa 1 COLUMN OR BEAM PER PLAN 112" 112" CAP PLATE PER 5611 PER 16 TYPICAL. � MAX MAX 551'1 ' SEE SCHEDULE FOR 3" 1 112" 3/16 PLATE SIZE,WELD o �- I 1 � ;�. ® € I d RADIUS RADIUS � { I SIZE AND NUMBER © i k TYPICAL TYPICAL o i 3118 TYPICAL OF SULTS C) Q 1 R ' r ' 1/4"WEB STIFFENER 1/4"PLATE x REQ D } , 1 I ; o Q i ' i 3/1i ` 31,1$ (3)SIDES ROOFING PER ARCH _ , .__.......,.....-- - JOIST PER PLAN I 1 r 1 1 PLATE 114x6x�3 EACH SIDE 112" 1/2 1/2 ' 11 € CONNECTION PER 11 v WITH 314"DIA THRU-BOLT, , D4 NOT RETURN w ,- ��. ' CONNECTION PER 5511 ° € 5511 TYPICAL TOP&-BOTTOM F" K" TYPICAL �- BEAM PER PLAN -- _ ,1 " 2 1/2 1 112 - STIFFENED PLATES - I 1 I 1 , BEAM PER PIAN BEAM PER PLAN PER 1$ TYPICAL TYPE 1 TYPE 2 TYPE 3 TYPICAL TYPICAL 551'1 SEE DETAIL N.T.S. N.T.S. ................. ............................................................... :......:...:..._._.-..............:.....:.........-.......... ......................................................._.... .._.......__._...............................................-.......... :......:..:..::....._:....:..:......_..........:.... w............ ........ . 4 BEAM CONNECTION SCHEDULE•• SINGLE R�t1V NOTES: 112" STIFFENER PLATES 1.) ALL WELDS EACH SIDE WITH E70XX ELECTRODES. 1$ BEAM PLATE WELD NUMBER 2,) USE TYPE 1 CONNECTIONS FOR BEAMS 1D" MAXa611 i i CHANNEL SIZE THICKNESS SIZE OF BOLTS STIFFENER PLATES 1�r s 1 , TO CAP PL AND DEEPER.TYPE 2 FOR 8"AND TYPE 3 FOR - ' ' ' 114 TYPICAL PER TYPICAL PER TYPICAL } 1 I W18 318" 114" (4)314"DIA 7"AND SMALLER. r RADIUS 18 S511 { W14 114" 114" (3)3/4"DIA 3.) SHORT SLOTTED HOLES ARE PERMITTED UNLESS i © TYPICAL 55'1'1 v- 3116 114 + + , OTHERWISE NOTED,PROVIDE HARDENED WASHER. 1/4 WEB W12 OR C12 _ . - 1/4" _- 114" (3)314"DIA 4.) ALL BOLTS TO BE A325N,LJ.Q,N. STIFFENER 1 _ ' C3 114 - w UY1t#OR C1t3 1!4" 114" (2)314"-DIA ' € � --114"PLATE x REQ'D ___.___ _.__: _•_ 5.) PROVIDE FIELD WELD AT EMBEDS OR OTHER C°3 W8 OR C8 114" 114" (2)314"DIA CONDITIONS WHERE CONSTRUCTION REQUIRES. 1 BEAM PER PLAN,TYPICAL --- MITER UV6 OR C6 - _-M 1/4" 311&1 (2)518"DIA $.} WASHERS ARE NOT REQUIRED EXCEPT VV1TH 3/'16 1 (3)SIDES COLUMN PER PLANREVISIONS 11 3/1$ \-1/4"KNIFE PLATE BEAM PER PLAIN,TYPICAL. SLOTTED HOLES OR SLIP CRITICAL(SC) •—CONNECTION PER G UU5 pR C5 114" 311 GMI (2}518"DIA 5511 CONNECTIONS. BEAM PER PLAN BEAM PER PLAN TYPICAL 3" BEAM CON NECT ON DETAIL (JM, MN �- { 'wI J i 51 f ' 12 BEAM CONNECTION DETAIL 13 DEAN CONNECTION DETAIL rl4 CAI�C I��' FRAMING DETAIL rl5 CAN ��� FRAMING DETAIL t t CJP TYPICAL I r CAP PLATE TO MATCH � 1"= 1t-� 51 1N�1i-0" 5� 1N�1�-� 51 1"�1,�* BEAM FLANGE THICKNESS 31'I$ 31"1$ 31'18 L4x4x3/8 x U-4"EACH SIDE OF COLUMN WITH 518"DIA x 5"EMBED EPDXY ANCHORS AT 48"O.C. ALIGN WITH(E)BOND BEAMS,USE THRU BOLTS _..,. ._...___ _ _.._..._._._..._....._.... . ....._.n... AT TOP OF COLUMN IF CELLS UNGROUTED 3116 COLUMN PER PLAN,TYPICAL PROVIDE 1/4x4x4 WASHER PLATES ON BACK OF WALL _.._.__..__ n_....._______ _... ._ __.._..._........__ STIFFENER PLATE TO MATCH BEAM FLANGE THICKNESS EACH SIDE CONNECTION PER 11 1 112"TOPPING SLAB (E)HOLLt3UVCt�RE CONCRETE WITH TOP 4F PLYWOOD BEYOND 55'11 TYPICAL ... CJP TYPICAL �r''� ` L4x4x1/4 x 0-4"WITH _.._._..w_ ._._._ .k_...._...____:_._.._.._.._._._-_.v...._..._-_._�_..__,._._._..._....._._...._._.._..---.._.....................__...._...... .....:.... : ;: D _.._._..._...._._........_..,....-.._........n_..........._,....___. .._.__..,......__.._.._. ._._._..-n____ ..._......_..__.._..... w..._.._ � I,�` S!8"DIA x 6"EMBED BEAM PER PLAN,ERTEN ; TO EDGE OF(E)FLOOR STIFFENER PLATE T4 MATCH 3118 M WALL EPDXY ANCHORS AT 4"O.C. DATE E BEAM FLANGE THICKNESS (E)CMU f I { ALIGN WITH GROUTED DELLS , } EACH SIDE :f'i ; i 1/4 u7za 21 AUGUST 2013 o ?-•'' 17 114"WEB 1 1 I l a Y.. '- 114 ` } 01.4 CLIP ANGLES PER I i 1 1 1 I 551'1 EACH SIDE 1, 11 t 311$€ 3118 i 1 I r 114 DIA x 1 EMBED SIMPSON ------------------- -- ` '"' i;•= ' ' 1 i r , VLMK PROJECT"NUMBER TITEN SCREWS AT 24"O.C. c� I s 1 I } } PRE DRILL HOLES EACH SIDE,STAGGER SIDES r' i r:..._...__. _._..._... r r 1 i _ , } TYPICAL } € 20130139 ._ 3116 STIFFENER PLATE TO MATCH :' '318" �:s I I (1/4) BEAM FLANGE THICKNESS BEAM PER PLAN,TYPICAL BEAM BELOW PER PLAN 1 ' . << I I It 1t it } } EACH SIDE } I 1 1 r . INSTALL PRIOR TO 1 1 CUTTING NEW OPENING 1 1- -- - - 1 1/2" 1 1 1 1 I „ € 1 BEAM PER PLAN SCALE 1 I t � 314xCOLUlV1N WIDTH PLUS 1 , € CA L6x4x3/8 x CONT(LLH) , ; I r 1" } , xREQUIRED BEARING PLATE 1 i STOP 1"SHORT OF EDGE 1 € • 17 € I WITH(4)314"-DIA A325 BOLTS r ' `� OF OPENING EACH END ` 1/4 412 ' ` BEAM PER PLAN WITH ANGLE PER 55,1,1 I LU N4.. (OMIT FOR W AT I t 1 1 1:) ALL COMPLETE PENETRATION WELDS TO UTILIZE AN ELECTRODE (E3 Ct}LUMN IN WALL) ca WHICH HAS A CHARPY V-NOTCH TOUGHNESS RATING(DVN)OF i , 114 1 } r I COLUMN PER PLAN 2C]FT-LBS AT-20°F AND 40 "-LBS AT 70°F. E CMU WALL BEYOND € I 1 I WITH 318"CAP PLATE ( ) COLUMN PER PLAN WITH 114 CAP PLATE �� i � COLUMN PER.PLAN f ,? BA AND RUNOFF TABS. SHEET TITLE O 2.) REMOVE ALL BACKER RS I 1 P GFiC�t�ND SMOOTH AND FINISHEI? FRAMING DETAILS c I 3.) ALL CJ WELDS TO BE WITH A 114"FILLET WELD. � I € H 4.) PERFORM ULTRASONIC TESTING ON ALL CJP WELDS. t ' I EDGE OF NEW OPENING IN(E)CMU WALL. 1 5.) FULL TIME SPECIAL INSPECTION REQ'D ON ALL CJP WELDS. ' 1 ,F t Q i . N Q DETAIL �17 CA It PY F AtI�II C L ET'AIL CAhIC�PY FI AI�tIIIVC C ET` 1IL 19 MEZZANINE FRAMING DETAIL �� CANOPY FRAMING DETAIL "'16 CANOPY FRAMISICr) t� y (V - M �i U=T�n a .(N M.{1-/�1t {it 1 L-(,11 ill 11-VN it •4►, ,R 1 1 ,.. . C ■. .. W t —------------------------- 6 ------_-.-----•__-------- 6 , ------W-(E)CMU LINTEL PSL STRINGERS PER PLAN,TYPICAL %' r,y 00 NOT OVERCUT NOTCHES 5521 12 3 1!L"x 16"PSL NOTCHED STRINGER , {E)CMU LINTEL CONNECTION PER PLATE 318x1O X6 WITH s ;' r°r~ ` t 5511 WITH 5/8 DIA x EMBED EPDXY ANCHORS _.....f ) t (2)3!4"DIA THRU-BOLTS AT 48"O.C.MAXIMUM,ALIGN WITH �• } G8D Architects, Incorporated METAL DECK PER PLAN AT 7"O.C,,PROVIDE 114x4x4 WASHER PLATES,DO NOT ` GROUTED CELLS 1120 NW Couch St. ___ _ ... ._______ __ __ OVERSIZE HOLES 3 112"x 1B"PSL NOTCHED STRINGER \f` ryyy L Suite 34€3 Portland, OR 97 • v an 2C9 5512 r ' Tei.(543)224-9655 4 BEAN!PER PLAN � 4 €€ € _ -- --PLATE 3l8x5x7 NTH(2) � €► I Q ' 5512 5!8"DIA x 5"EMSED EPDXY ' € ° s i i gbdarchitects.com .�..._.......v._.. i = S f '� w ' CONNECTION PER 1 ANCHOR ; t OD t ,,. w 1 3` 2" `- BEAM PER PLAN, I I BEAM PER PLAN ' I € t. _ 3t, LINE OF TREADS S aG80 U 21313 i E r" • i I i TYPICAL _ ..r.:.a I , �_ _._._ _, PER ARCH,TYPICAL , _%• r i,/ (E)CMU LINTEL, CONNECTION PER 11 i ; CONNECTION PER - BEYOND -- --(E)CMU PIER I € S _...._ 5511 511 �;; �r�v�t '�r%�, i a r 1 � STAMP ` COLUMN PER PLAN ' € (E)CMU WALL J' 5521 WITH 114"CAP PLATE A. 563259 E 5521 A GPY FrRIAMIMG DETAIL. 2 CANOPY FRAMING DETAIL � �AI�IG ' FRAMIISG DETAIL A T'AIR FRAMING PLAN �� ��oR� QN 7"—1'-Q" .I„c 1,�„ 1 -Ip_.I,_, �. g STAIRC.dwg 1/4"='I,'�" '�' `�'9S 15, 1 /'. 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'� �'i//;' `i� /•� %'',/ / 'J' i' '' •'�/j/i '�',`/`' �/'/'i'�f�/ (/�y) ,/",••` ' !.• ' i. ri./• .} ! .rr r /!/.it f r` ',, �r Y _ J' F' EXPIRES: 6/3 V/2C - J+J ' •.r '/ rr, r` /•/:, ./, 'f. il;'i{'�• J/r,, ••/. ../ 'i r'//' rr ,•�f J/ ,/r yr, •f � 'J• - . / ,' i` j ./ f ,t •: ,, .. ,r / .,i r :'/r/�t r % j'ii /' �l,l' ( r/./.•i'..r:r '/, '`f:- /' �.� CONSULTANT (E)HOLLOW CORE --(E)HOLLOW CORE f, Iti3U WALL CONCRETE SLAB WITH CONCRETE SLAB WITH 1 1f2 T „ OFFING SLAB 1 112 TOPPING SLAB STAIR TREADS PER ARCH _., 1 114"PLYWOOD SHEATHING WITH SEE©ET IL 5 FOR /`*'� C► 1111 5 U LET qRS W It d NAILS AT 4"O.C.AT ALL FULLY GROUT OUTER FULLY GROUT OUTER MORE IN O 5512ENLARGED STAIR FRAMING PLAN E N � � l� E SUPPORTED EDGES HOLLOW CORE HOLLOW CORE _ 2" 2,� 't„ 1"= i'-tY' 3933 SWC Kelly Avenue STAIR RISERS PER ARCH Portland - Oregon 97239-4393 - � �'�'rA _ 503,222.4ri'S3 vtmk@virntc.corrl PSL STRINGERS PER PLAN _ STAIR RISERS PER ARCH --�-- r�: 5 ' { StI3.248.92b3 www,vlmkcorn DO NOT OVERCUT NOTCHES0 BENT PLATE PER 1 r' WITH{2)518 DIA W �; 0STAIR TREADS PER ARCH x fi"EMBED EPDXY0PLATE 174x16x5 WITH (4)114!1 DIA x 2172" _ ...��. .�� 314"DIA THRU-BOLTS ANCHORS SPACED {2} r�f - ?- STAIR TREADS PER ARCH SIMPSON'SDS'SCREWS ; ' ; , PER PLAN -- -- — PROVIDE 174x4x4 WASHER , EPDXY BOLTS PER PLAN �(2)SIMPSGN A34 AT 11/2"O.C. = AT STRINGER AT(E)CMU WALL ' PT 3x10 WITH{4}518""DIA x e"EMBED PLATES - CLIP ANGLES P ANCHORS SPACED PER LAN 4„MIN EPDXY OSS G D E P 1/4 PSL STRINGERS PER PLAN STAIR RISERS PER ARCH---*�j 0 0 o DO NOT OVERCUT NOTCHES BENT PLATE 114x1exCONT WITH : (2)814"DIA THRU-BOLTS SPACED w__.____ -��- -•- PER PLAN,COUNTERSINK HEADS(1"MAX) REDUCE PLATE DEPTH TO 8"AFTER BEND r _._______ �� _�_ ��y 31/2"x 1e"PSL x REO'D EPDXY BOLTS,PER PLAN t 5b L4x4x1l4 x 0'-7"WITH (E)SLAB (2)112"DIA x 3"EMBED SIMPSON'HUC31©'SLOPED SEAT EXPANSION ANCHORS CONCEALED FACE MOUNT HANGER PSL STRINGERS PER PLAN DO NOT OVERCUT NOTCHES AT 4"O.C. r : /74 STAIR FRAMING DETAIL 5 STAIR FRAMING DETAIL T`AIR FRAMING DETAIL. T'AIR FRAMING DETAIL. PROJECT 51 1n j,_�„ %, �,_�„ ,I V 1„=�,�,► 5� �„=�,_�, HOLE FOODS MARKET Greenway Town Cent 12220 SW Scholls Ferry Road Tigard, OR 97223 CLIENT Regency Came 5335 SW Meadoom Suite 295 Lake Oswego, OR 97035 ............................. ...... . i REVISIONS i f - __..__.. .._..._..,_.__.,_.._..,...,.......,_ ............ : i _...-_. ...._..._......................................__..:...__._•._..-......_._._.._ j DATE 21 AUGUST 2013 LO VLMK PROJECT NUMBER 20130' 39 _ > cv CP SCALE I tri r d SHEET TITLE LL- FRAMING DETAILS cv N U} H Q N r-- du h s - 1, I 11 -f - F I i .j I . 11 A . . - NEW 4x8 i � ? . 2 i I_ 5521 I � (0 c2 to 3 . � s 1� L GBD O t z n --s -"I n 5521 � 1 ? pf1 m Ct] _..w_._ _._, , OBO Architects, Incorporated E . ;t -�{ € rl t .-`, ,.� E'.."?', ..r:wleamaa�ca!saMI.LtYcxra.�s�.avtaTura00.:T'm'ns�mamx��nucm�.wi ._ '•axarxnm a'.muxxmxu�u�m�N4�xRWtxmlkV'K:ttl�suw:e oca 'eaW,:twEauv a..sras�aY���z7lrtlWxax.-anexueawxrn'Cx<axwWanrh�mw«aarxr]Lnbsz� co ..r�E'' I s o f f. i �.. i f W4 CL a lu ` ' , 1120 NW Couch St. I ------NEW HVAC UNIT TO r-. . HVAC UNIT ANO CURB tY HVAC UNIT ANQ CURB 0 C3 C3 `5, i 0 BEAR O)N NEW OR BY OTHERS BY OTHERS Suite 300 J. ..h-. ..•-. Y.....,......i #111-1. E ►u W w 1 w EXISTING FRAMING Portland,OR 97209 i •. 1. ;1111 HVAC UNIT ANIS CURB ON ALL SIDES i SECURE CURB TO SUPPORT FRAMING BY OTHERS r N EW 4x8 _:-- ? (WEIGHT=24th#MAX) WITH#14 WOOD SCREWS AT EACH I t ,"`w\,�- i CORNER AND AT 2 d O,C. gid reh tect combs ', '' r' MAXIMUM SPACING,SCREWS MUST .1 I11 i' '�r'� ; CONTINUOUS 2x BLOCKING , (E)GLULAM IRDER t1��� Y (E)GLUCAN GILDER UNIT CURB SCREWS TO PENETRATE BE LONG ENOUGH TO PENETRATE SIMPSO'3N'A34' FRAMING BHVAC EYOND GBC3 2f}1S 1"MINIMUM INTO GLULAM GIRDER SUPPORT FRAMING MINIMUM FRAMING CLIP ( )2x4 DF#2 WITH 2 ',/ SIMPSON 1HUS24-2TF1 I ..1111.....�� _�a ,/ 1111... - _ _� .. .__._ _ •_�_•- __ -_-..__ -' _- _ _ _. . NOTES: ====0 _I._,--- __ __,___.-�� TOP FLANGE HANGER . € -____ r- , ,^ __.. ...__.. f EACH END,TYPICAL # . 1. VERIFY E}CISTINC MECHAIIIICAL UNITS w ��' / °ti: , # 16 ARE NOT-LOCATED IN THE SAME =:� ,':;.-�~-�` = - i ,:..;'�-.-'' , i STAMP r w. n �- -- �-- - FRAMING BAY OR IMMEDIATELY ,' :;:- �;�' = '"' c t+s c� cry ADJACENT BAYS AS THE tNE`tN UNIT, • ,Yff;,�r,-; , __:�.____ �. i In 11)m m . as , EXCEPT AS SPECIFICALLY NOTEI] :;; :"::.,.�ti+ \ FRAMING PER PLAN;TYPICAL ' \ FRAMING PER PLAN I 1 L�G 7.0 ON THI PLAN. \ , WEB STIFFENER ^ (,.' .. A \\ \ PER 4 ' (E D 5 ' �-�:"w:.� ,- SIMPSON'LUS4B`FACE MOUNT ,' SIMPSON'8481 TOP FLANGE HANGER, SKYLIGHT CURB TO BEAR ' ! ,'✓ °( `�/ z z z z 2. CONTRACTOR TO VERIFY EXISTING �:� ','��'r ! 5521 � . W w w ut ,..:�,<. HANGER,TYPICAL \ INSERT HANGER BETWEEN EXISTING � / / � IF 6 OR LESS ON NEW OR EXISTING I ° ,,a ,,�G E �A O a_ n,. n_ M FRAMING WITH CONDITIONS SHOWN OR � � / I' '-%%.,=);. \ \\ SHEATHING AND JOIST TOP CHORD \ � M' c�,�' �� HOTEL}PRIOR TO BEGINNING WORK. % r:-/ '- WEB STIFFENER FRAMING ON ALL SIDES , ; � `�' S6,3�9PE O t7 t:� t3 ..-r ,. . :.f \ \ Z. ,< err I.., . '"� - - } f/�L..L''-...i.'-•�,..1,J \\ r! _ I f f S 1' �fJ ? W W _ f. 3. REINFORCE EXISTING JO31ST AT LOAD (NAILING AER MFR) ISNOT REQUIRED? 1 h 1'i k. BEARING POINT PER 4 '' �>_X<. '\ ---__-a• c% I, :,F,; \ (E)JOIST,TYPICAL 1 a coN Q w^,`£,`` .t,-, 11: EXISTING©PEN WEB,3CIST IC3 NC?T CUT " f �! Q \` . 5521 ,-:•--+ r J•r• \ r i k I V� 7 5. \ / \__/ ; I I i . 4. PROVIDE CRICKET ON HIGH SIDE FOR - l_'� \F e \�i; r ___ - `�_W - ....____'-.____ _. -_^^___ _ .".,......M.._•,.•-____,.. ____.•...___. _ ! i k I �, o 0 ) N , aN C S PROPER DRAINAGE AROUND UNIT. _- I_-- _,_ ___•_.:__.___-______ -__.�....__--_-_._.-..-_..._..,._. j . • I . - , iLj . . -XPIRES; 6/30/20 A ::1 EXISTING OPEN-WEB JOIST BEYC3NL? R TYPICAL \-2x4 . I EC r EXISTING OPEN-WEB WEB STIFFENER,ALIGN AT WOOD JOIST WEB PANEL POINT AS SHOWN CONSULTANT EXISTING GLUCAN GIRDER AND NOTCH BOTTOM FOR WEB , t I ENLARGED MVAC ROOF FRAMING FLAN 2 HVAC SUPPORT DETAIL 3 ?MVAC SUPPORT DETAIL ?MVAC UPPO T DETAIL 5 SKYLI HT' FRAMING DETAIL � � � � � E E 7RS � E OED � �e3s s'�r Kelly Avenue *�L2Y +� HVAG2.dwg 114"=V-0" 52 . HVAC3.dwg 1"=1'-f3" HVAC3.dwg V=1'-051 . $52V HVAC3.dwg in=1`.0" �� SKYLIGHTA" 114"=T-W Portland - Oregon 97239.4393 . 503.222.4453 vlmk@v€mk.com . - - 503.248.9263 www.vtmk.com ",I I ,r� _ (E)T<3P PLATE _._ - 1-2 L3.O7. 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OF EXISTING CMU WALL LINE OF SHOTCRETE WALL BEYONIj---- + =C'; i TOP OF 1NALL TO CLEAR{f�} �! f r "I"D!A THRU•BQLTS IN BEAM p I 1 f,':'!' , '\ ;% f I ' ;;r,�,%r' 1 .tGIST WEB ;, I �= AND(8)5J8 DIA x 5 EMBED i: r !F ! \. �. I 1 # \. _ .,__-_ r ., x __ / 1 {_ r `\ c ,• , -t f. z /' I; # _.. .�� _... v...............:......._............................................_.._.._..........-:1111... . € ` _ .....I............... .1....................1-1.... . . . . . . . .. :. ?C'!!ANGH RS.LNTO................................._...:._...... , ! �\, '� ..........a I . . ............................................. . .. . . .. .. . . .. . ........... .. f 111 1... 3 ,;_!, r :f! r ...:...................... ,............ _ _ _______ _11_11.___ .. 1 \` I .� 1Ki� ' `, �I 1.___. _. i... �CMU WALL. `,s '� r ..................................... . 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I4AORE IN CONNECTION PER 551,1 BEAM PER PLAN BEAM PER PLAN 21 AUGUST 2013 I METAL DECK PER PLAN METAL DECK PER PLAN METAL DECK PER PLAN METAL DECK PER PLAN r . q.- . o 5 800.7150-33 I 1 ____ __ _----__.---_ -_-_-_--__ ___ .._-__.-_---_-_ __ -a I r 111,11" VLMK PROJECT NUMBER � 1 1 /�\ } � I € V I [[ �}f �V �Ff V 1 3�i 011 I _0 1 I 0 BEAM PER PLAN WITH BEAM PER PLAN WITH -1 WALL SHEATHING 1 1 3-12 11 PER PLAN I I (2)314"DIA THRU-BOLTS (4)314"DIA THRU-BOLTS 11 CONNECTION PER 13 SCALE I•'"• I 1.F I $I SS 11 WI :., I 11 BEYOND I I BEAM PER PLAN BEAM PER PLAN,TYPICAL BEAM PER PLAN 11 C� I I 0 1 I Ik <t - 1 I • P� I I I 1 . U_ I I I 1 I I - ; � CONNECTION PER 18 BEAM PER PLAN 0 I I EACH SIDE M COLUMN PER PLAN I I 1!4 TYPICAL 5511 SHEET TITLE I # BODS137--33 AT 24"O.G. AS OCCURS I I � i � � ROOF FRAMING DETAILS N , .-.C14 - I I V- COLUMN P LA H j 1 r- % Q r- 0 . I a 15 Arm I N to . LU O . 13 ROOF FRAIII'�C DETAIL . 14 ROOF FRAMING DETAIL 15 ROOF FRAMING DETAIL 'I6 ROOF FRA INN DETAIL y 111_1f''SRI 1�►AlsEI1/ . �1- , AMwI �" IrvA �/ �� 11w „ ^{J I W. N.1 . A. ... I I.. .. ...-....1--- - __ -- _ 1111.__ . . _ . s, WOODI 9>_0„ 8,_0,> 9,_0„ GENERAL NOTES ----[�W WA. THESE DOCUMENTS WERE PREPARED WITHOUT COMPLETE °HW -- —fHW--� ----W W W W AS-BUILT DRAWINGS, KNOWLEDGE OF SPECIFIC PIPING, CONDUIT AND DUCT RUNS OR ANY COVERED STRUCTURAL CONDITIONS. CONTRACTOR SHALL USE THESE DOCUMENTS, GBD Architects, Incorporated FIELD VERIFY ALL RELEVANT COMPONENTS IN SPECIFIC WORK AREAS AND PROVIDE COMPLETE WORK MEETING ALL 1120 NW Couch St. J J ----- ------ f_ �_ REQUIRED CODES AND FIRE AND LIFE SAFETY ISSUES. i Suite 300 ______ B. DRAWINGS PROVIDED ARE REPRESENTATIONAL:ALL EXISTING Portland,OR 97209 °"W __ --- ---- CONDITIONS SHOULD BE VERIFIED IN FIELD AND AS BUILT _ - ----- ° DOCUMENTS SHOULD BE REVIEWED PRIOR TO BID AND AS Tel. (503)224-9656 "W- - REQUIRED DURING CONSTRUCTION. gbdarchitects.com 00 °HW °"W — C. GRID PROVIDED FOR REFERENCE ONLY.CONTRACTOR TO GBD©2013 VERIFY ALL STRUCTURAL COLUMN LOCATIONS AND DIMENSIONS. I D. REPAIR, PATCH AND PAINT EXISTING WALLS IMPACTED BY NEW CONSTRUCTION, 3 ' E. REFER TO STRUCTURAL DRAWINGS FOR NEW STRUCTURAL STAMP ' I ELEMENTS,SIZES, GAGE AND SPACING OF STUD WALLS. 3 F. REFER TO CIVIL DRAWINGS FOR NEW CONCRETE WORK j` 4 I OUTISDE OF BUILDING ENVELOPE. A100 PHI LIP M. BE L LEGEND 5 _____________ A100 i li PORTLAND, OR 2259 `� ADA PARKING I i g EXISTING DOOR ° ... OF NTS ,I ��' f I' !_� � � � EXISTING GLAZING SYSTEM PLAN REFERENCE NOTE CONSULTANT of i ., EXISTING WALL it ------ NEW WALL BELOW I II PLAN REFERENCE NOTES O it g 1. NEW RETAINING WALL- REF.CIVIL/LANDSCAPE. ---FRI 2. NEW LANDSCAPING AREA-REF.CIVIL/LANDSCAPE. 9'-0» 8'-0 9'-0 ' 3. NEW GALV. PLANTERS,TYP. (12 TOTAL) � I � � l� 4. NEW LIGHTING POLES AND FIXTURES AT EXISTING LOCATIONS A202 CONTRACTOR TO CONFIRM REUSE OF EXISTING FOOTING _--- 5. 6" DIAMETER CONCRETE-FILLED BOLLARDS. I I - LOCATION/QUANTITY (6) BOLLARDS TO BE DETERMINED 7 ° BY TENANT II 6. NEW STRIPING- REF. CIVIL PLAN FOR DIMENSIONS. �I 6 7. NEW SLURRY COAT THROUGHOUT TYP. op li q I 8. NEW CONCRETE AT LOADING DOCK. O Oii 2 S1 9. NEW POLE LIGHTING AND POLE: 4, I BASIS OF DESIGN: II r i MANUF.: GUARDCO I ( PRODUCT: 1000 W PSHM-4-VS-QUAD-BRP li I I I PROJECT POLE: - .... IIF171 MANUF.: GUARDCO . .... II ( I I HEIGHT 40-0 (ROUND/TAPER) MOUNT: REUSE EXISTING WHERE POSSIBLE COLOR: BRONZE PTD. A100 ° Greenway Town Center 10. FUTURE ELECTRIC VEHICLE CHARGING STATIONS BY TENANT. 12220 SW Scholls Ferry Road 9 CONTRACTOR TO PROVIDE: 5 SIM. I I g Tigard, OR 97223 r - (2) FLUSH-MOUNTED,SECURED ACCESS PANELS AT FUTURE A 1 OO EQUIPMENT CONNECTION LOCATIONS. — —— — ' -PROVIDE 12'CONDUIT UNDER SLAB FROM EQUIPMENT 3 ADA PARKING LOCATION TO BUILDING.COORDINATE BUILDING CLIENT d ,,-' ° INTERFACE LOCATION WITH TENANT ARCHITECT. NTS II - -----, Regency Centers I � i O I OI I 5335 SW Meadows L----------y ° Suite 295 h Lake Oswego,OR 97035 I h ° i STANDARD DOUBLE - A CCESSIBLE PARKING SPACE (ONE VAS-A'�,CE IE E DESIGNATION REQUI ED -T-- 1 ��Jrb �r ---- 'yam I 0"Amm POIW!OM.X _ - 1 I I / g 1GIIM0tM0Wt -.r— ll '. i c,:;2�$",•"s,.." 70WIN1WIOpt _ 2 1 O , 9 I / as� OR � h C' S .ra raic woR 1 aS,Ale 6 2 Ont ,. A 02 ' i Y IF J -uM1.: O f i1�1,57,• C. ..;is;E:'�If Al 00 1 ! i 9 41 / MINOR MODIFICATION APPROVAL: vvi ;r: w5 ulc , ".�ri,f tt t. ------------------------------- ° \ v'\ i MMD2013-00029 / TREE REMOVAL PERMIT: _. 4 / \ I TRE2013-00019 ' / � ' I COMMERCIAL-SITE WORK PERMIT: A2oz Al oo 3 ------------------------------------------------------------------------ ;= \ SIT2013-00016 COMMERCIAL-DEMOLITION PERMIT: BUP2013-00199 F . - REVISIONS U�f r ter °'i �yl�it —� �cw� - renq,.{Ired e Fig ✓ a: 9 Min F17i 3 1 t-. v its 3 ---------- ------------------ 3 ° �Ef't,'( I 4 2"& OSSC CHAPTER 11 ADA FIG. 3 1y' r___� r__—r .�.��—�—.����—����.�—�.——.�����—.�—.���_—wry �--���������—�.� ---��--��������_�— 2 NTS - h h II li i , rn I I I I I I r I . 171 CD I C ce o I � ' c Oq NEW SIDEWALK IV X o �I / \ � �.\ I DATE D \ ' \ - x / 21 AUGUST 201 :. .... ............ D I 3 OPE DN. :.: ::.: :.:....:..•:•:.:: ......... .. SLOPED x PROVIDE CAST IN PACE REMOVABLE TRUNCATED DOMES o N 5% MAX •.... 5% MAX WIDTH OF THE RAMP 8c 24" MIN. DIST. DIRECTION OF TRAVEL (COLOR: GRAY), SPEC INFORMATION TO BE PROJECT NUMBER � PROVIDED AT A LATER DATE (IF SCOPE IS REQUIRED) I 20136090 06 LL NEW FLUSH CURB AT CURB RAMP ENTRY REFER TO I SCALE ,. 8,-0,� CIVIL. g 1 -2 - Ara 5 ENLARGED PARTIAL ACCESSIBLE STALL CURB CUT DEISGN (IF REQUIRED BY THE CITY. OF TIGARD) SHEET TITLE w �J SITE PLAN C SCALE: 3/8 = 1 -0 � o W N L a � s ,, M ° ° - -- - -- -- - -- -- _x_ - -- -- -- - -- a O - -- -- -- -x -- -- x-- -z '- x -- x- -z -- x -- x- --x - - x --x - x -- z- --x - x -- z x x x x x x -- x -- x- -z -- x -- x- x x x x x x x x UjH LU N ca 1 SITE PLAN GBD 777777��� LL N !� a SCALE: 1 "= 20'-0" X—Site o . N . . �.N.%.11 JIN I I�. I /' 0 PD • QD R . R.7 S . 1» 3„ , 1» 7» , 5„ . C / `.\ 40 -72 43 -1$ 42 -102 41 -3$ 33 -8$ O _.: _.• _ . 1. I .,, / I:, 1. - . 12 6 : : I 1 . , ,. D2 01 , . .. / :: ,. 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I II � I �� 9 11 i w ;f_ ___________________________________* =i : 23 II I II . � w , 1 III _ ; I'I �' -----' 11, 0 I - - - - ----* 103 ! _ _______________________________ - w �I I I 111 I I �- 1 I I jl N_ I I I II k_ ___________________________________* 11 I CD I I I ' ' I I j I _y I' '�. ___________________________________+ +t= ' 'i f_l______- __ =1=1_ __________________* = I i - � _ III 1 8.8 - � - - - - - - - - - -T- - - - - - - - - - - - - - - - - - - - - - - I - - - - - : � � � I � 1, � I = . . I I e � . I I � , . � � � i I . I � . � � . i � ! I � . I k-r-__- --------------------------------+ . ii -� , ,;. . � � . � 11 - I � 1. . � - : I : i . . . I I r � + I I ;I I ; :1 �1 . �, I I . . I' . � .I � I ; I � ., I i . i I 1 I I . . I I EXIST.! ---------- ---- ----- _E_ i GENERAL NOTES A. THESE DOCUMENTS WERE PREPARED WITHOUT COMPLETE NN* 0 P Q R R AS-BUILT DRAWINGS, KNOWLEDGE OF SPECIFIC PIPING, CONDUIT AND DUCT RUNS.OR ANY COVERED STRUCTURAL / 40'-72" 43'-1$" 42'-102" 41'-3$" 33'-8a" CONDITIONS. CONTRACTOR SHALL USE THESE DOCUMENTS, 0 / FIELD VERIFY ALL RELEVANT COMPONENTS IN SPECIFIC WORK 12'-6 AREAS AND PROVIDE COMPLETE WORK MEETING ALL D201 REQUIRED CODES AND FIRE AND LIFE SAFETY ISSUES. i/ 1 B. DRAWINGS PROVIDED ARE REPRESENTATIONAL:ALL EXISTING GBD Architects, Incorporated / I I A201 I I CONDITIONS SHOULD BE VERIFIED IN FIELD AND AS BUILT i/ DOCUMENTS SHOULD BE REVIEWED PRIOR TO BID AND AS 1120 NW Couch St. I I REQUIRED DURING CONSTRUCTION. Portland, OR 97209 C. GRID PROVIDED FOR REFERENCE ONLY.CONTRACTOR TO VERIFY ALL STRUCTURAL COLUMN LOCATIONS AND Tel. (503)224-9656 •N ''' DIMENSIONS. gbdarchitects.com 31» 25'_101» 4 4 D. REPAIR, PATCH AND PAINT EXISTING WALLS IMPACTED BY / 169-39' , 12'-6$" 2'-34" 15 -6 12'-73" 8 _9 NEW CONSTRUCTION. GBD©2013 / NNN I E. REFER TO STRUCTURAL DRAWINGS FOR NEW STRUCTURAL ELEMENTS,SIZES, GAGE AND SPACING OF STUD WALLS. I F. REFER TO CIVIL DRAWINGS FOR NEW CONCRETE WORK f I j I OUTISDE OF BUILDING ENVELOPE. STAMP LEGEND �� C PHI IP M. BE � O 18'-4 „ , i '-o EXISTING DOOR 21 RISERS (+/-6.86 ) PORTLAND, OR 11" TREADS, TYP. 31 � � EXISTING GLAZING SYSTEM 2259 - - - - - 50 ! - - GBD 1 8 , - " PLAN REFERENCE NOTE o OFa SEEN*- 0 I I EXISTING WALL CONSULTANT . 15 I 50 • NEW WALL BELOW N I ■■■■■■■ METAL STUD FURRING WITH INSUL. (SEE NOTE 21.) 0 Io I NEW WALL I i I EXIST. ---------- --------- ------ i PLAN REFERENCE NOTES O ! j I 1. EXISTING EXTERIOR WALL TO REMAIN- (TYP.) J i " I 2. NEW CANOPY ABOVE.. J 3. NEW ENTRY FEATURE. 00�"' % i 4. EXISTING RETAINING WALL TO REMAIN. 18.4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- 5. EXISTING CART CORRAL AND RAILING TO REMAIN. 6. NEW BIKE RACK,TYP. OF (4). 7. SAW CUT EXISTING CONCRETE AND PREPARE FOR NEW LANDSCAPING. 26 8. NEW DOUBLE-CHECK FIRE VALVES AND RISER AS REQUIRED. 9. NEW BRONZE ANODIZED STOREFRONT: °r EXTERIOR STOREFRONT GLAZING AND GLASS DOOR SYSTEMS: I C) - DOUBLE-PANED, LOW-E INSULATED GLASS -MINIMUM OF U VALUE OF LESS THAN J5,SHGC LESS THAN .4, VISIBLE TRANSMISSION GREATER THAN .5 AND AIR ' ' I LEAKAGE OF LESS THAN ACFM/SF. 10. NEW SPLITFACE CMU PIER AND BULKHEAD TO MATCH 18Q EXISTING. .8 11. (N) STEEL COLUMN. 12. MECHANICAL DOCK LEVELERS: (OWNER FURNISHED CONTRACTOR INSTALLED) EXIST.' ---------- - ---------- ------ -30,000 LB.CAPACITY, PER MANUFACTURER'S - - - - - = - - - - - - - - - - - - - - - - - - - - d� - - - - - - - - - -1$E - - - - - - - - - - - - - - -�- - - - - - SPECIFICATIONS, WITH DOCK SEALS AND BUMPERS AT 1 EACH 8'xl O' ROLL-UP RECEIVING DOOR. -MINIMUM SIZE OF DOCK LEVELER TO BE KELLY MODEL PROJECT I Fx6x8 WITH HIDDEN HOOK TRAILER RESTRAINT, OR APPROVED EQUAL. -LEVELERS TO BE COMPLETE WITH STEEL IMBEDS FOR 3 I i INSTALLATION AND ATTACHMENT AND ALL NECESSARY X20, 3 CONDUIT, WIRING, LIGHTS AND CONTROLS FOR Greenway Town Center OPERATIONS. 13. (N) DOCK BUMPER. 12220 SW Scholls Ferry Road 14. STEEL/WOOD TRELLIS ABOVE. Tigard,OR 97223 cO 15. (N) WOOD FRAMED STAIR. CONTRACTOR TO VERIFY 6'-8" I I I MIN. HEAD CLEARANCE AT STAIR PRIOR TO FRAMING. +1nrw I 16. (N) CMU WALL INFILL. 17. ENTRY DOORS: CLIENT -PROVIDE 14'WIDE X 8' HIGH AUTOMATIC SLIDING DOORS j WITH BUMPERS AND BREAKAWAY SIDE LIGHT PANELS AND Regency Centers 1 TRANSOMS. g y -MANUFACTURER:HORTON, GYROTECH-NABCO, BESAM, 5335 SW Meadows RECORD, HUNTER,TORMAX,OR APPROVED EQUAL. Suite 295 TENANT TO CONFIRM CONFIGURATION OF SENSORS AND Lake Oswego, OR 97035 ----------- ---------- CONTROLLERS FOR DOOR SELECTION. (TENANT RESERVES THE RIGHT TO SELECT BI-PARTING OR 20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - j- SINGLE-SLIDE MODEL DOORS.) 18. (N) DOCK BUMPER. 19. DOORS: -FLUSH, HOLLOW METAL INSULATED NEW DOORS AS I I I I I I I REQUIRED BY THE BUILDING CODE FOR EGRESS, INCLUDING ALL ASSOCIATED AND REQUIRED HARDWARE AND ALARMING DEVICES. -ALL DOORS TO BE EQUIPPED WITH 7-PIN BEST LOCK I SYSTEM AND TO HAVE A MINIMUM OF FIFTEEN SECOND DELAY DETEX TYPE ALARM DEVICES TO BE WIRED INTO THE BUILDING SECURITY SYSTEM AS REQUIRED BY THE BUILDING CODE AND/OR TENANT, WHICHEVER IS GREATER. 0 20. NEW 4'-0" WIDE x T-O"HIGH INSULATED, FLUSH, HOLLOW METAL EXTERIOR DOOR AT THE LOADING DOCK/RECEIVING AREA. 21. EXISTING EXTERIOR WALLS-TYPICAL: I -INTERIOR FURRING WITH R-20 INSULATION,TYP. I I I I I BY TENANT:3"ROCK WOOL RIGID INSULATION AND 4" METAL STUDS @ 16"O.C. TO 12'-0"A.F.F. I (TENANT RESPONSIBLE FOR INSTALLATION OF FURRING, I I INSULATION, VAPOR BARRIER(AS REQ'D.),AND DRYWALL, TAPE AND FLOAT OF THE FURRING ON EXTERIOR WALLS.) - - - - - - - -�- - - - ®� - - - - - - - - - - I - - - - - - -+- - - - - I - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - 21 i - - - I - - 22. NEW LANDSCAPE AREA- REF.CIVIL/LANDSCAPE PLANS. ' 23. NEW RETAINING WALL-REF.CIVIL 24. EXISTING GAS METER TO REMAIN. I I I 25. NEW GALV. PLANTER,TYP. 26. NEW FRAMING,WALLS, LAYOUT BY TENANT. I I I I I I I I I I I I I I I I I I I I I I I I I MINOR MODIFICATION APPROVAL: MMD2013-00029 I" J oow I I I I - TREE REMOVALRE20 3E 00 9 " I COMMERCIAL-SITE WORK PERMIT: S IT2013-00016 I I I I I I COMMERCIAL-DEMOLITION PERMIT: BUP201 UO199 I I I I I I i REVISIONS i I I I I I I I rn 2 - - - - - - - - - - - - - �- - - - - - - - N I I I I I I I N C EL I I I I I I O _ O LL v N N (A - COLUMNS TERMINATE I AT UNDERSIDE OF MEZZI. 0 CD r I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 13 - - - - - - - - - - - - - - - - - - �- _ I I I I I I I I I- 15 I o - - - - - - - - - - - - - - - - - - - - - ! - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - DATE o � --*--,--T ,----T-,--,--T-,--,--T- CD iIIIIiIIII III . 21 AUGUST 2013 � IIIIIIIIIIIIIII aEi N j S r r > R '`� a SOS 6 JS., x x E Ip J� 3r ■ PROJECT NUMBER s 20136090LL - S I N. " 4 - - - - - - - - - - - - - - - - - - - - - - - - _ SCALE 118 ca ! I I I (D C7 I I ® ! SHEET TITLE i I w it FLOOR PLAN M 4 MEZZANINE o W - A201 i N I rn 4 E co M -`� '0 M D201 o W N U_ N 1 MEZZANINE PLANCo SCALE: 1/8"=1'-0" X-Base01 W NORTH EXTERIOR ELEVATIONS SCALE: 1/8"= 1'_0 X-ElevationsPlan 3 A301 X289 142 Y1:0. R0 -MAX.- - - - - - - - T.O. PARAPET- NEIN , 24'-0 348- _ _- _ T.O. ET -XI! Ir. - - --- 17 23 X-ElevationsPlan 19 20 ------ --- 1 /1_/iLLL ____________"____"___.�111 <La.L��J liLL./i JJJ11ii✓.//,�jJJi1 a/L'/ i//%/�% /% %//%/%/%/,/�/%/% ,�% j,, ,%// LUJJ ..tet LLLc/�.1 �LLLL! ��1�/C Li/y.// --------------- 3 WEST EXTERIOR ELEVATIONS SCALE: 1 /8"=1'-0" X-ElevationsPlan 21 Q R S 4 8%OUTH EXTERIOR ELEVATIONS SCALE: 1/8"=1'-0* X-ElevationsPlan WIEKi1ryI-:1y7I #:iC*] :1# 0a7_�I X "Ll [.� SCALE: 1/8"= 1'-0" e C) a (.0 1%- M T- Q O C M a o LLI N J U_ N 0 Cm Q 0 Q X-ElevationsPlan GENERAL NOTES 1. THESE DOCUMENTS WERE PREPARED WITHOUT COMPLETE AS -BUILT DRAWINGS, KNOWLEDGE OF SPECIFIC PIPING, CONDUIT AND DUCT RUNS OR ANY COVERED STRUCTURAL CONDITIONS. CONTRACTOR SHALL USE THESE DOCUMENTS, FIELD VERIFY ALL RELEVANT COMPONENTS IN SPECIFIC WORK AREAS AND PROVIDE COMPLETE WORK MEETING ALL REQUIRED CODES AND FIRE AND LIFE SAFETY ISSUES. IF UNFORESEEN CONDITIONS ARE UNCOVERED IN SPECIFIC AREAS THAT AFFECT THE WORK, CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER AND ARCHITECT TO EVALUATE THE CONDITION. 2. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. 3. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PRECEDING WITH WORK. 4. REFER TO BUILDING ELEVATIONS (SHEET D201) FOR EXTENT OF EXTERIOR DEMOLITION. 5. POWER WASH BUILDING EXTERIOR. SANDBLAST/PATCH/REPAIR CMU BLOCK AS NECESSARY. PROVIDE NEW PAINT AT BUILDING EXTERIOR THROUGHOUT. TYPICAL ALL ELEVATIONS. 6. ALL STEEL AT ENTRY AND CANOPIES TO BE HESS. REFER TO SECTION 051213 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. LEGEND O REFERENCE NOTE TAG KEY NOTES O 1. EXISTING CMU PAINTED, TYP. 2. NEW STEEL BEAM- REF. STRUCTURAL DRAWINGS. 3. NEW STOREFRONT- WINDOW SYSTEM. 4. NEW STOREFRONT- WINDOW CLERESTORY. 5. BRONZE ANODIZED BREAK METAL TRIM. 6. NEW CMU WALL INFILL- MATCH ADJACENT/EXISTING MODULE AND SURFACE TEXTURE. 7. NEW EXTERIOR LIGHT FIXTURE- REFER TO A701. 8. CEMENTICIOUS HORIZONTAL PANEL SIDING, PRE -FINISHED. 9. STEEL FRAMED CANOPY, PTD.- REF. STRUCTURAL DRAWINGS. 10. NEW OVERHEAD DOOR AT EXISTING OPENING. 11. NOT USED. 12. NEW LOADING DOCK. 13. NEW TENANT SIGNAGE. (UNDER SEPARATE PERMIT.) 14. (N) PARAPET / COPING. 15. (N) CAP FLASHING, TYP. 16. (E) CMU PIER TO REMAIN. 17. (N) STEEL COLUMN- REF. STRUCTURAL DRAWINGS. 18. ROOFLINE BEYOND. 19. (N) STEEL RAILING, PTD.- REF. STRUCTURAL DRAWINGS. 20. NOT USED. 21. NEW LEADER BOX / DOWNSPOUT. 22. NEW PTD. METAL DOWNSPOUT, TYP. 23 NEW GALV. METAL PLANTERS. 24. NEW PAINT TYPICAL- CONFIRM COLOR WITH ARCHITECT: - NEW PAINT COLOR (Pl) BUILDING /'DOWNSPOUTS -NEW PAINT COLOR (P2) PARAPET COPING / CAP - NEW PAINT COLOR (P3) CANOPY / STEEL COLUMNS 25. NEW OPENING 26. NOT USED. 27. NEW COPING. 28. NEW PTD. S.M. ROOFING 29. NEW ASPHALT ROOFING TO MATCH EXISTING. 30. EXISTING GAS METER TO REMAIN. GBD Architects, Incorporated 1120 NW Couch St. Suite 300 Portland, OR 97209 Tel. (503) 224-9656 gbdarchitects.com GBD O 2013 STAMP � P ILLIP . B YL PO TLAND, OR O�9 CONSULTANT PROJECT Greenway Town Center 12220 SW Scholls Ferry Road Tigard, OR 97223 CLIENT Regency Centers 5335 SW Meadows Suite 295 Lake Oswego, OR 97035 MINOR MODIFICATION APPROVAL: MMD2013-00029 TREE REMOVAL PERMIT: TRE2013-00019 COMMERCIAL - SITE WORK PERMIT: SIT2013-00016 COMMERCIAL - DEMOLITION PERMIT: 13UP2013-00199 REVISIONS DATE 21 AUGUST 2013 PROJECT NUMBER 20136090 SCALE 118"=1'-011 SHEET TITLE EXTERIOR ELEVATIONS 0 E U O 0 1 EAST EXTERIOR ELEVATIONS SCALE: 1/8"= 1'-0" 6 TYP. 6 TYP. Z' A301 A301 J 3 NORTH EXTERIOR ELEVATIONS SCALE: 1 /8"=1'-0" X-ElevationsPlan U-1 i r4"' TYP. Z A301 J ' z U NORTH EXTERIOR ELEVA11ONA SCALE: 1/8"= 1'-0" X-ElevationsPlan GENERAL NOTES 1. THESE DOCUMENTS WERE PREPARED WITHOUT COMPLETE AS -BUILT DRAWINGS, KNOWLEDGE OF SPECIFIC PIPING, CONDUIT AND DUCT RUNS OR ANY COVERED STRUCTURAL CONDITIONS. CONTRACTOR SHALL USE THESE DOCUMENTS,. FIELD VERIFY ALL RELEVANT COMPONENTS IN SPECIFIC WORK AREAS AND PROVIDE COMPLETE WORK MEETING ALL REQUIRED CODES AND FIRE AND LIFE SAFETY ISSUES. IF UNFORESEEN CONDITIONS ARE UNCOVERED IN SPECIFIC AREAS THAT AFFECT THE WORK, CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER AND ARCHITECT TO EVALUATE. THE CONDITION. 2. EXISTING STRUCTURE TO BE LEFT UNDISTURBED AND INTACT. PERFORM NO DEMOLITION THAT MAY COMPROMISE THE STRUCTURAL INTEGRITY OF THE BUILDING WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. 3. NOTIFY THE ARCHITECT IN WRITING, OF ANY DISCREPANCIES PRIOR TO PRECEDING WITH WORK. 4. REFER TO BUILDING ELEVATIONS (SHEET D201) FOR EXTENT OF EXTERIOR DEMOLITION. 5. POWER WASH BUILDING EXTERIOR. SANDBLAST/PATCH/REPAIR CMU BLOCK AS NECESSARY. PROVIDE NEW PAINT AT BUILDING EXTERIOR THROUGHOUT. TYPICAL ALL ELEVATIONS. 6. ALL STEEL AT ENTRY AND CANOPIES TO BE AESS. REFER TO SECTION 051.213 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. LEGEND O REFERENCE NOTE TAG KEY NOTES O 1. EXISTING CMU PAINTED, TYP. 2. NEW STEEL BEAM- REF. STRUCTURAL DRAWINGS. 3. NEW STOREFRONT- WINDOW SYSTEM. 4. NEW STOREFRONT- WINDOW CLERESTORY. 5. BRONZE ANODIZED BREAK METAL TRIM. 6. NEW CMU WALL INFILL- MATCH ADJACENT/EXISTING MODULE AND SURFACE TEXTURE. 7. NEW EXTERIOR LIGHT FIXTURE- REFER TO A701. 8. CEMENTICIOUS HORIZONTAL PANEL SIDING, PRE -FINISHED. 9. STEEL FRAMED CANOPY, PTD.- REF. STRUCTURAL DRAWINGS. 10. NEW OVERHEAD DOOR AT EXISTING OPENING. 11. NOT USED. 12. NEW LOADING DOCK. 13. NEW TENANT SIGNAGE. (UNDER SEPARATE PERMIT.) 14. (N) PARAPET / COPING. 15. (N) CAP FLASHING, TYP. 16. (E) CMU PIER TO REMAIN. 17. (N) STEEL COLUMN- REF. STRUCTURAL DRAWINGS. 18. ROOFLINE BEYOND. 19. (N) STEEL RAILING, PTD.- REF. STRUCTURAL DRAWINGS. 20. NOT USED. 21. NEW LEADER BOX / DOWNSPOUT. 22. NEW PTD. METAL DOWNSPOUT, TYP. 23 NEW GALV. METAL PLANTERS. 24. NEW PAINT TYPICAL- CONFIRM COLOR WITH ARCHITECT: - NEW PAINT COLOR (P1) BUILDING / DOWNSPOUTS - NEW PAINT COLOR (P2) PARAPET COPING / CAP - NEW PAINT COLOR (P3) CANOPY / STEEL COLUMNS 25. NEW OPENING 26. NOT USED. 27. NEW COPING. 28. NEW PTD. S.M. ROOFING 29. NEW ASPHALT ROOFING TO MATCH EXISTING. 30. EXISTING GAS METER TO REMAIN. GBD Architects, Incorporated 1120 NW Couch St. Suite 300 Portland, OR 97209 Tel. (503) 224-9656 gbdarchitects.com GBD © 2013 STAMP wPHILLIP M. BEYL PORTLAND, ORE OF 00�o CONSULTANT PROJECT Greenway Town Center 12220 SW Scholls Ferry Road Tigard, OR 97223 CLIENT Regency Centers 5335 SW Meadows Suite 295 Lake Oswego, OR 97035 MINOR MODIFICATION APPROVAL: MMD2013-00029 TREE REMOVAL PERMIT: TRE2013-00019 COMMERCIAL - SITE WORK PERMIT: SIT2013-00016 COMMERCIAL - DEMOLITION PERMIT: BUP2013-00199 REVISIONS DATE 21 AUGUST 2013 PROJECT NUMBER 20136090 SCALE 1 /8"=1'-0" SHEET TITLE EXTERIOR ELEVATIONS E C LUL L c a� U 3 0 N a co 3 C a� a� 0 w U w 0 rn E C) CL co N 1 O Co I CS M ar O 6i N LL N Q � U Q 18 i SIM. 12 A501 I I I I I LGLULAM BEAM PER STRUCT. ' LINE OF EXISTING UNDERSIDE OF ROOF. ' (E) TJI SUPPORT BRONZE ANODIZED STOREFRONT GA9 NEW TS BEAM- REF. STRUCTURAL 09260 METAL STUDS AT----\ 24" O.C. 07212 THERMAL INSULATION 7 WITH VAPOR RETARDER 09260 5/8" TYPE X GYPSUM BOARD 09260 METAL STUDS AT 24" O.C. 07212 THERMAL INSULATION WITH VAPOR RETARDER 09260 5/8" TYPE X GYPSUM BOARD LEVELING CURB OR CUT BLOCK AT SLOPED SURFACES 1 NEW CONCRETE FOOTINGS AS REQ'D.-REF. STRUCTURAL ENTRY WALL SECTION NEW ROOF INSULATION AND MEMBRANE 053100 MET, DECKING. WF STEEL BEAM-- PTD. 7 SIM. S.M. COPING/FLASHING A501 28'-9 1 2" T.O. ROOF MAX. J 25'-1 1 4" 10 T.O. PARAPET- NEW 24'-0 3 8 T.O. PARAPET- EXIST. li li I 062000 1"x6" CEDAR WOOD SIDING NOTE: PAINT ALL CONCEALED AREAS BEHIND SLATS AT SOFFIT FLAT BLACK I TENANT SIGN- FUTURE (UNDER SEPARATE PERMIT.) COORDINATE CONCEALED CONDUIT ROUTING WITH ARCHITECT. REF. A201. ` LIGHT FIXTURE II II 17 18 II I A501 A501 TYP. I I 18 TS POST (SIDING/SIGN SUPPORT)- PTD. A501 '� WF STEEL BEAM- PTD. -062000 1 %6" CEDAR WOOD SIDING NOTE: PAINT ALL. CONCEALED AREAS WF STEEL COL.- PTD. 19 BEHIND SLATS FLAT BLACK A901 BRONZE ANODIZED STOREFRONT I 20 A901. -04220 6" SPLIT FACE 18.4 18 NEW PARAPET FRAMING, S.M. COPING/FLASHING-PTD. ROOF MEMBRANE OVER 1" DENSDECK BOARD -7\ AND R-30 INSULATION, TYP. REFER TO SHEET A103 FOR SPECIFICATIONS. 22 A501 BRONZE ANODIZED STOREFRONT CA NEW -TS BEAM- REF. STRUCTURAL 09260 METAL STUDS AT 24" O.C. 07212 THERMAL INSULATION-\ WITH VAPOR RETARDER \ 09260 5/8" TYPE X GYPSUM BOARD 09260 METAL STUDS AT 24" O.C. 07212 THERMAL INSULATION WITH VAPOR RETARDER 09260 5/8" TYPE X GYPSUM BOARD—� LEVELING CURB OR CUT BLOCK AT SLOPED SURFACES 2 ENTRY WALL SECTION SCALE: 1/4"=1'-0" X— Elevations Plan SCALE: 1/4"=1'-0" X—ElevationsPlan 22 A501 S ROOF MEMBRANE OVER "' DENSDECK BOARD AND R-30 INSULATION, TYP. REFER TO SHEET A103 FOR _SPECIFICATIONS. _ _ _ _ _ _ _ _ _ 28'-9 1 2" NEW PARAPET FRAMING, S.M. COPING/FLASHING- PTD. T.O. ROOF - MAX. 062000 1"x6" CEDAR WOOD SIDING NOTE: PAINT ALL CONCEALED AREAS BEHIND SLATS FLAT BLACK _ _ _ 25' 1 INTERIOR FURRING (38 METAL STUDS © 16" O.C.) AND T.O. PARAPET— - NEW W 3" ROCK WOOL RIGID INSULATION R19) BY TENANT. 24'-0 3/8" (E) CMU- CLEAN, PATCH, REPAIR T.O. PARAPET- EXIST. I� (REGROUT AS REQ'D.) AND PAINT I I TRELLIS ROOFING (2.75" KALWALL) BY TENANT TRELLIS- STEEL FRAME WITH WOOD PURLINS I I PTD. FLASHING CAPS AT WOOD I PURLIN ENDS, TYP. I NEW STEEL CANOPY- PTD. I I 053100 MET. DECKING. I I I I A501 I a. I I I ---------------------- ---- -- L LI • I • I I I 1 I L_- I I I LIGHT FIXTURE II � 062000 1'x6" CEDAR WOOD SIDING I I NOTE: PAINT ALL CONCEALED AREAS ABOVE WOOD SOFFIT FLAT II BLACK !; 088000 STOREFRONT I I II 4 PARTIAL LANTERN ELEVATION- NORTH U OF 2) SCALE: 1/4"=1'-0'' X—ElevationsPlan SCALE: 1/4"=1'-0" X—ElevationsPlan MODIFY S.M. COPING/FLASHING X AS REQ'D. PROVIDE NEW SEALANT AT NEW ATTACHMENTS LIGHT FIXTURE 13 7 A501 I . A501 W8x15 STEEL BEAM- PTD. t I r 062000 1"x6" CEDAR WOOD SIDING l 1 i:i i l i I TS3x3x4 POST (SIDING SUPPORT),TYF GALV. AN D PTD. i:l I i LINE OF (E) ROOF BEYOND TS8x6x4 POST- GALV, AND PTD. '^ 16 A501 I LIGHT FIXTURE "E"- REF. A701 1111 I W8x15 STEEL BEAM- GALV. AND PT[ COORD. (E) TENANT SIGN j I REMOVAL/REINSTALLATION AS i.:..:..:.. I REQUIRED. e LIGHT FIXTURE "L"- REF. A701 ...ul (7 TOTAL AT SMALL LANTERN/ 9 TOTAL AT LARGE LANERNS.) W8x15 STEEL COL.- GALV. AND PTD I WF STEEL COL. FOOTING- '`' 1 i /—REF. STRUCTURAL 7 WALL SECTION AT LANTERN SCALE: 1/4"=V-0)) X— Elevations Pic n nnnnnn i "_c'1 nrnAn IAInnn c^Inlnln 6 PARTIAL LANTERN ELEVATION- EAST (1 OF 3) SCALE: 1/4"=1'-0)' X—ElevationsPlan GBD Architects, Incorporated 1120 NW Couch St. Suite 300 Portland, OR 97209 Tel. (503) 224-9656 gbdarchitects.com GBD © 2013 STAMP i PH LLIP M. B L ORTLAND, OR FG �� 2259 ®P CONSULTANT I PROJECT Greenway Town Center 12220 SW Scholls Ferry Road Tigard, OR 97223 CLIENT Regency Centers 5335 SW Meadows Suite 295 Lake Oswego, OR 97035 MINOR MODIFICATION APPROVAL: MMD2013-00029 TREE REMOVAL PERMIT: TRE2013-00019 COMMERCIAL - SITE WORK PERMIT: SIT2013-00016 COMMERCIAL - DEMOLITION PERMIT: BUP2013-00199 REVISIONS f 1 li 1 i I DATE 21 AUGUST 2013 PROJECT NUMBER 20136090 SCALE SHEET TITLE BUILDING SECTIONS A301 FINISH FLOORING/ 050000 W8x15 STEEL BEAM STAIR NOSING BY TENANT INTERIOREXTERIOR COPE BOTTOM FLANGE INTERIOR W1 2x -GALVANIZED, PAINTED PLYWOOD SUBFLOOR: W8x15 STEEL BEAM- PTD. TREADS: 1.25" 11" EQUAL EQUAL 050000 STEEL PL WITH BOLTS • � ANCHOR ATTACHMENTS ALT. EACH MITER CUT, WELD, GRIND SMOOTH RISERS 75 rl 5 SIDE- SPACING PER STRUCT. TS3x3x4 POST (SIDING SUPPORT), GBD Architects, incorporated ,. Q 5 1 TYP.- PTD. REF. STRUCTURAL 1 MAX. 074000 SEALANT (ALL SIDES) 1 120 NW Couch St. Or NEW SHIM AS REQ'D. suite 300 C12x GALV. - MITER SIN Portland, OR 97249 CORNER, FULLY WELD AND \ 076200 METAL COPING „ GRIND SMOOTH - 20001 x6 CEDAR WOOD SIDING Tel. (503) 224-9656 C _ _ SEE WALL SECTIONS T.O.COPING Ca CONFIRM S.S. FASTENER $" PLATE STEEL - GALVANIZED, gbdarchitects.com T., Q SPACING WITH ARCHITECT PAINTED GBD ©203 ---------- CY w mid- I I I I NEW SELF ADHERING MEMB. 055000 PTD. STEEL GUARDRAIL T I NEW COPING/FLASHING ALIGN WITH WF COLUMN -IN FLANGE BELOW STAMP FRAMING PER STRUCT. III v (E) WALL CONSTRUCTION. W o o CMU WHERE OCCURS r f —L��- ~ I IPM BE NOTE: CONTRACTOR TO CONFIRM STAIR FINISH MATERIAL WITH TENANT PRIOR TO FRAMING. 31 STAIR HEAD Q 10 DETAIL 13 DETAIL 7 DETAIL 1 DETAIL � 1 1 /2" _ 1'-0" z w BOLTED BASED PLATE 3" = 1 ' — 0" (E) CMU WALL 3" = 1 ' - 0" 3" = 1 ' —0» 1 1 /2„ = 1 ' — 0" � PORTLAND, GREG Li c� CONNECTION TO CONCRETE STEM 07900 SEALANT " ,�' 2259 w <610 WALL- REF. STRUCTURAL 2 STEEL DECKING o cry 07620 MTL FLASHING (PTD.) MC 1 2x35- GALV.. PTD. QF mm INTO KERF IN (E) CONC. WALL GALV. MTL. FLASHING w (E) CONC. STEM WALL & FTG. TS BEAM, PAINTED - SEE z STRUCTURAL ' CONSULTANT d- 4" NEOPRENE DECKING 076200 FLASHING 053100 GALV. STEEL DECKING - STOP 11 " EQUAL cv 2"x20 GA. MTL. DECKING W/G90 PAINTED AT UNDERSIDE d------ - ----- r�Id- 053100 GALV. METAL COATING W12x26 -GALV. PAINTED DECK AT CANOPY #10 SCREWS @ 6 O.C. W/ NEOPRENE GASKET 076200 FLASHING FINISH FLOORING/ _____________rl• RAISED PLATFORM •Y E�. _ M . E. TS 10x4x4 GALV. -PAINTED HSS4x4x4 -GALV.- PAINTED #10 SCREW @ 6" O.C. WITH STAIR NOSING BY TENANT L-Liw I 250S162-54 WI G90 . � 250S162-54 W/ G90 COATING - NEOPRENE GASKET NEW CONC. LOADING DRIVE- REF. STEEL TUBE PAINTED, SEE PAINTED FLAT BLACK PLYWOOD SUBFLOOR:—`---�� l 1 MAX. � CIVIL STRUCTURAL 076200 BREAK SHAPE METAL LA., TREADS: 1.25" I w 0620001"x6" CEDAR WOOD GUTTER 1i� n RISERS: .75' r - — —� J _ LOADING _DOCK SIDING CONFIRM S.S. _ 4x8 FLAT R TYP. Q EL. = M. E. j FASTENER SPACING WITH REF. STRUCTURAL FORCY -------------- - ARCHITECT ------------------- ---------• rn,. STRINGERS, FRAMING _ AND REQ'D. ANCHORS\ll � � I� , � 1 ---------- � 400S162-54 SOFFIT FRAMING 4 NOTE: PAINT ALL CONCEALED NOTE: PAINT ALL CONCEALED 4` — NOTE: PAINT ALL CONCEALED 062000 1x6 CEDAR WOOD SIDING TI"\II'I 4 TYP. AREAS ABOVE SOFFIT FLAT BLACK AREAS ABOVE SOFFIT FLAT BLACK TYP. 4 AREAS ABOVE SOFFIT FLAT BLACK a ALIGN NOTE: CONTRACTOR TO CONFIRM STAIR FINISH MATERIAL WITH TENANT PRIOR TO FRAMING. r.ALL 2® INTERM. SUPPORT OF CANOPY 1�4 OUTSIDE EDGE OF CANOPY 8 DRAIN EDGE OF CANOPY 2 DETAIL 32 STAIR seL.L 26 LOADING DOCK RETAINING 1 1/2" = 1'-0" 1 " = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0» 1 1 /2" = 1'-0 072500 WEATHER BARRIER PROJECT WALL (PROVIDE BLOCKING 1 i " 076200 METAL COPING I I LINE OF TOP FRAMING W1 2x26 - GALV. PAINTED WHERE REQUIRED) 2 I I PLATE BELOW W8x21 - GALV. PAINTED (SEE 053100 GALV. STEEL DECKING - SLOPE DN 061114 PT WOOD COPING NAILER FRAMING PLAN FOR SIZE) _ SEE WALL SECTIONS I I y __ _ 050000 STEEL PL W/ PAINTED AT UNDERSIDE Greenway Town Center 0552011/2 MAX. O.D. ------ - - ----------------------- T.O.COPING I I METAL RIDGE CAP W/CLOSURE W12x26 -GALV. PAINTED �- '--------- I I (X) x/x" DIA. x X" ANCHORS PIECES �222o Sw Schous Feny Road T_STEEL PIPE HANDRAIL ------------------- Tigard, OR 97223 I LJ (PTD)- RETURN TO WALL I I I 074000 SEALANT 053100 GALV. STEEL DECKING - 076200 FLASHING AT EACH END, TYP. `� ! .... ALL SIDES OF VERT. PL PAINTED AT UNDERSIDE !I I 050000 W8x15 STEEL BEAM CLIENT X BREAK SHAPE METAL COPE BOTTOM FLANGE -- CO Q 079200 SEALANT , ... _ ...----------- ---- ------ ------ ------------------------------------------ GUTTER R 076200 CONTINUOUS CLEAT Regency Centers BRACKET ANCHORED TERMINATION BAR I I I — AT 5'-O" O.C. MAX. it SHEATHING PER STRUCTURAL — — ! — — i— —I ----------- ---- --- -- ------ - ----------------------------------------- 5335 SW Meadows __- , .` ;; I I 076200 NEW COPING/FLASHINGvwwsuite 295 I FRAMING PER STRUCTURAL i I 1" Trn• Lake Oswego, OR 97035 — 0620001 "x6" CEDAR WOOD SIDINGw'�' PL 5x3x4 - GALV. PAINTED 05520 END CAP 'I CONFIRM S.S. FASTENER I I 051200 MET. STUD SOFFIT FRAMING 051200 MET. STUD SOFFIT FRAMING 4» SPACING WITH ARCHITECT I I " " I I I 0620001 x6 CEDAR WOOD SIDING 0620001x6 CEDAR WOOD SIDING PLAN SECTION 061600 GYP. SHEATHING 1 2 RC CHANNEL NAILER 33 TYPICAL HANDRAIL LAP WEATHER BARRIER W/ 15 DETAIL (PLAN) 9 DETAIL 3 D ETA/ L 3„ = 1,-0„ S.A.M. EA. LEG, TYP. , _ 1'-0» 1 1/2 = 1'-0" 1 1/2 = 1'-0" 3 086200 SKYLIGHT (O.F.C.I.) cn `=Id - w 072100 INSULATION � 0620001 "x6" CEDAR WOOD SIDING (WHERE OCCURS) CONFIRM S.S.. FASTENER CN 076200 METAL FLASHING I SPACING WITH ARCHITECT EXTEND MEMBRANE ROOFING TO W1 2x26 -GALV. PAINTED T.O. CURB 076200 FLASHING TS3x3x4 POST (SIDING SUPPORT), 4" WOOD CURB CANT, TAPER CUT AS 074000 SEALANT - =;- TYP.- PTD. REF. STRUCTURAL REQUIRED 2x10 WOOD CURB \ Q -----__`' LIGHT FIXTURE ---'-- ----------------------- 075400 TPO ROOFING MEMB. W8x15 STEEL BEAM- PTD. 072100 INSULATION CANT STRIP (E) ROOFING 075423 TPO ROOFING- W1ox49 - GALV. PAINTED 072500 WEATHER BARRIER — PROTECTION BOARD PL 5x3x4 -GALV. PAINTED -- 072100 INSULATION 051200 MET. STUD SOFFIT FRAMING REF. STRUCTURAL FOR 072500 WEATHER BARRIER INTERIOR EXTERIOR 0620001"x6" CEDAR WOOD SIDING BLOCKING/FRAMING REQ'D. (E) CMU WHERE OCCURS MINOR MODIFICATION APPROVAL: MMD2013-00029 WF BEYOND TREE REMOVAL PERMIT: D HT 22 PARAPET 16 DETAIL 076200 BREAK SHAPE 4 D ETAI L TRE2013-00019 34 CURB DETAIL SKYLIGHT ,_ — — — 3" = 1'-0 " � 3" — 1 ' —0" METAL GUTTER 1 1 /2" 1 '-0 COMMERCIAL - SITE SIT2013-00016 ORK PERMIT: 3 — 1 0 074000 SEALANT COMMERCIAL -DEMOLITION PERMIT: 076200 METAL COPING auP2o13-oolss 061600 GYP. SHEATHING 07550 MODIFIED BITUMINOUS 072500 WEATHER BARRIER 053100 GALV. STEEL DECKING - REVISIONS MEMBRANE ROOFING PAINTED AT UNDERSIDE -- ----- — z " RC CHANNEL NAILER B.O. STEEL DECKING SLOPE ._ ' LAP WEATHER BARRIER W/ ROOF VENT OR ; k; Z 061600 GYP. SHEATHING EQUIPMENT S.A.M. EA. LEG, TYP. WF 10x49 STEEL COL.- PTD. Q 5 072500 WEATHER BARRIER 06114 FIRE RETARDANT FRAMING PER STRUCTURAL L4x3x16 - GALV. PAINTED I TREATED WOOD NAILER ... ,..,.._ I 0620001x6 CEDAR WOOD SIDING 1 » 4 ), ----- 07720 PREFABRICATED MTL ROOF SLOPE DN00 CONFIRM S.S. FASTENER 4 CURB ; SPACING WITH ARCHITECT •� ; �-;•�- -ICV d- °' 07620 SHT MET REGLET & 0 079005 CONT. BACKER ROD COUNTER FLASHING AND SEALANT o 07550 FLEXIBLE FLASHING SHOTCRETE WALL PER STRUCT. O C WHEREOCCURS ANT TRIP ------------- -------------------------- ------------------ 07550 c s 0620001 "x6" CEDAR WOOD SIDING -- --- --- ---------------------- 06114 FRT PLY SHTHG (E) CMU WHERE OCCURS ; CONFIRM S.S. FASTENER REF. STRUCTURAL FOR FRAMING PER STRUCTURAL SPACING WITH ARCHITECT o BLOCKING/FRAMING REQ'D. a WF12x53 STEEL BEAM BELOW- PTD. - 061600 GYP. SHEATHING 07212 BOARD INSULATION Q EXTERIOR--------------------------------------------------------------------------------- -- w a a Q � a INTERIOR '// \ _ o a a a 072100 INSULATION i .10 0 a a a 074000 SEALANT & 35 FLASHING AT ROOF CURB a BACKER ROD 23 PARAPET (PLAN) 17 MAIN ENTRY DETAIL (PLAN) 1 TYP. 2 0 1-1/2„ — 1,-0,, a 3„ _ 1'_0„ 3» = 1,_0» a a a a c a E 054000 MET. STUD FRAMING o WF12x53 STEEL BEAM BELOW- PTD. DATE o SHEATHING PER STRUCT. o , 061600 GYP. SHEATHING HSS4x4x5/16 POST (SIDING SUPPORT), i 21 AUGUST 2013 076200 SS FLASHING AND 072500 WEATHER BARRIER TYP.- PTD. REF. STRUCTURAL 075423 TPO ROOFING E COUNTER -FLASHING ' z " RC CHANNEL NAILER 0620001"x6" CEDAR WOOD SIDING 079200 SEALANT W� : IFRROJECT NUMBER LAP WEATHER BARRIER CONFIRM S.S.S.S FASTENER TERMINATION BAR7 7, S.A.M. EA. LEG, TYP. SPACING WITH ARCHITECT 22 20136090 075423 TPO ROOFING"' SHEATHING PER STRUCTURAL WF.10x49 STEEL COL.- PTD. W FRAMING PER STRUCTURAL 074000 SEALANT & ,� 074000 SEALANT ALE C 00z ; BACKER ROD . +; �Id- 062000.1 x6 CEDAR WOOD W SIN SCALE SIDING. CONFIRM S.S. ,I 0620001x6 CEDAR WOOD SIDING AS NOTED o 084229 AUTOMATIC FASTENER SPACING WITH 1 » 051200 MET. STUD SOFFIT FRAMING F- N ENTRANCE ARCHITECT 14P' (PTD. AT UNDERSIDE) ' r , 072100 INSULATION INTERIOR EXTERIOR -------------- SHEET TITLE r. �—I _.._a..._ M. I (W S) Z w, „ HERE OCCUR Lu FRAMING PER STRUCTURAL „ CANOPY DETAILS U 2 RC CHANNEL L 7 • o a 36 TYP. FLASHING AT CIO BRACED PARAPET 30 ENTRY JAMB 24 SIDING DETAIL (PLAN) 18 MAIN ENTRY DETAIL (PLAN) 12 MAIN ENTRYCN IMP_ 061600 GYP. SHEATHING x—co3„ = 1 I_0,,, _ _ _ _ 3, 1,_0„ 3„ 1,-01, 3» 1,_0„ 3» 1,-0» C> CVi M d p N J GbD r UL N va Q P Q R'R.7 40'-71" 43'-13" 42'-101» 41'-37" 33'-85» 2 g 2 8 8 -i D201 1 2'-6" S E D201 co r - ch .. O co O W N LL N 1 REFLECTED CEIUNG PLAN CM Q SCALE: 1/8"=V-0" X—FP01 GENERAL NOTES A. REPAIR, PATCH AND PAINT EXISTING WALLS IMPACTED BY NEW CONSTRUCTION. B. ALL EXTERIOR LIGHT FIXTURES ARE TO BE EXTERIOR GRADE (WET LABEL) WATER RESISTANT FIXTURES. C. REF. STRUCTURAL FOR ALL ROOF PENETRATION FRAMING REQUIREMENTS AND DETAILS. D. MODIFY/ADD FIRE SPRINKLERS AT ALL EXTERIOR CANOPIES AS REQ'D. SPRINKLERS TO ALIGN WITH LIGHT FIXTURE OR ARCHITECTURAL DATUMS WHERE POSSIBLE. CONFIRM LAYOUT WITH ARCHITECT. E. SKYLIGHTS AND NEW MECHANICAL EQUIPMENT ILLUSTRATED FOR REFERENCE ONLY. FINAL LOCATIONS FOR ALL ROOF PENETRATIONS AND REQ'D. STRUCTURAL FRAMING TO BE CONFIRMED BY TENANT. LEGEND A CEILING SURFACE MOUNTED LIGHT FIXTURE (REUSE EXISTING) P / CCEILING MOUNTED LIGHT FIXTURE BASIS OF DESIGN: MANUF.: ARISTA ICCF6 PRODUCT. • ICCF6-42-EB-B-HZ-P24-CR (P= PENDANT) PRODUCT: ICCF6-42-EB-8-HZ-S-CR (C= CEILING) FINISH: BLACK LENS: FROSTED LAMP: CF BALLAST. ELEC. (120V) LABEL: WET LABEL E NEW WALL MOUNTED LIGHT FIXTURE BASIS OF DESIGN: MANUF.: B -K LIGHTING (CK SERIES) PRODUCT: CK -LED -X25 -FL -BLP -9-11-8 E (Cylindrical 3" wall down light LED) MOUNT. WALL COLOR: BLACK (Confirm with Architect) LAMP: LED KEY NOTES O I BEAM: SPOT (20 DEGREE) 2. BALLAST. ELEC. (120V)- USE REMOTE DRIVER = LABEL: I I WET LABEL I I L TENANT. LED UPLIGHT FIXTURE- "LANTERN FIXTURE" - REF. STRUCTURAL FOR REQUIRED FRAMING. I BASIS OF DESIGN: NEW PARAPET FRAMING, COPING, FLASHING. MANUF.: TRAXON _ PRODUCT. XB.LG.5 2 7 2 1 WW FURNISH AND INSTALL A CONTINUOUS PATH OF WALKWAY (GRAZE XB SERIES WW) —_ FINISH: BLACK EQUIPMENT. CONTROL: TIMER TO INTERFACE WITH (E) PROPERTY TIMER EQUIP. I BALLAST: ELEC. HIGH POWER (120V) _ LAMP: LED 11. LABEL: WET LABEL KEY NOTES O 1. EXISTING EXTERIOR WALL TO REMAIN. 2. NEW ENTRY CANOPY ABOVE. 3. NEW TENANT SIGN. 4. NEW SKYLIGHT, TYP. OF 24. - FINAL LOCATION/QUANTITY TO BE DETERMINED BY TENANT. - REF. STRUCTURAL FOR REQUIRED FRAMING. 5. NEW PARAPET FRAMING, COPING, FLASHING. 6. NEW INSULATION AND TPO ROOF MEMBRANE. 7. FURNISH AND INSTALL A CONTINUOUS PATH OF WALKWAY PADS FROM THE ROOF HATCH TO ALL THE MAJOR ROOF TOP EQUIPMENT AND BETWEEN ALL MAJOR ROOFTOP EQUIPMENT. 8. PROVIDE ALL STRUCTURAL STEEL ROOF FRAMING, AND/OR DUNNAGE FOR ANY AND ALL TENANT ROOF TOP EQUIPMENT. 9. EXISTING ROOF HATCH TO REMAIN. 10. NEW DOWNSPOUT/OVERFLOW, TYP. OF 3. 11. NEW SURFACE MOUNTED CEILING LIGHT FIXTURE, TYP. GBD Architects, Incorporated 1120 NW Couch St. Suite 300 Portland, OR 97209 Tei. (503) 224-9656 gbdarchitects.com GBD © 2013 STAMP LLIP B� PORTLAND, ORE 2259 9TH, of CONSULTANT PROJECT Greenway Town Center 12220 SW Scholls Ferry Road Tigard, OR 97223 CLIENT Regency Centers 5335 SW Meadows Suite 295 Lake Oswego, OR 97035 MINOR MODIFICATION APPROVAL: MMD2013-00029 TREE REMOVAL PERMIT: TRE2013-00019 COMMERCIAL - SITE WORK PERMIT: SIT2013-00016 COMMERCIAL - DEMOLITION PERMIT: BUP2013-00199 REVISIONS DATE 21 AUGUST 2013 PROJECT NUMBER 20136090 SCALE 1'8n=1 �Or SHEET TITLE REFLECTED CEILING PLAN 0 0 rn 0 .3 0 0 ti c a� E 0 U 0 0 0 0 c a� E a� 0 0 U_ Q> c a� C: 3 0 N a c� c a� a� t� Z w C> E o � M r � O � co a� 0 LLI N J � lL N Q U Q INSULATION (R-19 MIN.) 09260 METAL STUDS AT 24" O.C. J¢ �I W o' GYP. SHEATHING 07250.0 WEATHER BARRIER Z' RC FURRING CHANNEL 0620001"x6" CEDAR WOOD SIDING CONFIRM S.S. FASTENER SPACING WITH ARCHITECT 01 4 07900 CONT. BACKER ROD 2 AND SEALANT 076200 HEAD FLASHING (COLOR TO MATCH STOREFRONT DEFLECTION HEAD OR ASSEMBLY CLEAR SHIM AS REQUIRED 08520 ALUM WINDOW ]NISH )R BEYOND 19 HEAD DE'T'AIL 08520 ALUM WINDOW SHIM AS REQUIRED SHIM AS REQUIRED (SEAL ATEA. SPLICE AND 96 DEGREE 07900 SEALANT 08520 ALUM WINDOW 07900 SEALANT CORNER, TYR) ?0 MTL FLASHING SET IN CONT. 07620 MTL FLASHING SET IN CONT. BED OF SEALANT 07900 CONT. BACKER BED OF SEALANT 07900 CONT. BACKER RCD AND SHIM AS REQUIRED ROD AND SEALANT SHIM AS REQUIRED SEALANT �0 5/8 TYPE X GYPSUM BOARD 09260 5/8 TYPE X GYPSUM BOARD FLASHING AND SEALANT:. 9260 METAL STUDS AT 24" O.C. 09260 METAL STUDS AT 24" O.C. (FLASHING.- DARK BRONZE ' MATCH 12 THERMAL INSULATION WITH _ , 07212 THERMAL INSULATION WITH _ , STOREFRONT) VAPOR RETARDER 8 LINE OF CANOPY BEAM VAPOR RETARDER7 8 777777 Id- Vil BEYOND t=1d- TS BEAM- SEE STRUCTURAL 'I i SIN 7 053100 GALV. METAL DECK AT CANOPY 26'-5" (26)-1)1 AT 132) 25,-4d" 26'-5" (26'-1 " AT D2) 26'-1 " (25'-9" AT D2) (6 EQ.) n N 6„_1, 0„ 33 DOOR HEAD AT CMU 04810 CMU WALL SEE FLOOR PLAN FOR WALL TYPE 07900 SEALANT 08110 MTL. FRAME- GROUT AS REQUIRED FOR FIRE RATING. SEE 00871 FOR DOORS . 04810 CMU WALL SEE FLOOR PLAN FOR WALL TYPE 04810 CMU ANCHOR (EXPANSION ANCHOR AT CONC. WALL) 3 PER JAMB 07900 SEALANT X8110 MTL. FRAME- GROUT AS REQUIRED FOR FIRE RATING. SEE 30871 FOR DOORS MOISTURE BARRIER 26 SILL DETAIL AT FRAMED WALL 20 SILL DETAIL AT CMU WALL ALUM. BREAK METAL ENCLOSURE - COLOR TO MATCH STOREFRONT 2„ 09260 518" TYPE X GYPSUM BOARD VERT HSS, SEE STRUCT. 09260 METAL STUDS AT 24" O.C. NOTE: PRIME /PAINT STEEL7212 THERMAL INSULATION WITH MEMBERS VAPOR RETARDER 07900 BACKER ROD, SEALANT METAL FRAMED 08520 ALUM WINDOW STILE AND RAIL - DOOR i iFr METAL FRAMED STOREFRONT SEALANT ALUM. BR K METAL. COLOR TO MATCH STOREFRONT �„ _ 1, 0" ALUM. BREAK METAL ENCLOSURE - COLOR TO MATCH STOREFRONT VERT HSS, SEE STRUCT. NOTE: PRIME /PAINT STEEL MEMBERS METAL FRAMED STOREFRONT SEALANT ALUM. BREAK METAL. COLOR TO MATCH STOREFRONT • �••- 2" 30 JAMB AT TS POST 3" = 1' 0" FLASHING BELON LINE OF CMU BELON CMU PIEF 21 JAMB DETAIL CMU PILASTER 3" = 1' 0" DOOR l HARDWARE SCHEDULE 3,� V-0" 0"- ABBREVIATIONS TG 2" INTERIOR MATERIAL PER TENANT --BOOR-- TG IMPROVEMENT 08410 DOOR THRESHOLD SET IN --FRAME-- SEALANT --HARDWARE-- EDGE OF WALL BEYOND METAL FRAMED SL = SLIDING DA -S = SINGLE DOUBLE ACTING SCD = SPEED COIL DOOR DA= DOUBLE ACTING DAD = DOUBLE DOUBLE ACTING M= METAL STILE AND RAIL DOOR EXPANSION JOINT x SIN < I 1 I EXISTING SLAR' p NEW SLAB o D� � � I I p o m 22 DOOR SILL AT STOREFRONT 3" = 1' 0" DOOR l HARDWARE SCHEDULE N ABBREVIATIONS TG 2" --BOOR-- TG --FRAME-- --HARDWARE-- SL = SLIDING DA -S = SINGLE DOUBLE ACTING SCD = SPEED COIL DOOR DA= DOUBLE ACTING DAD = DOUBLE DOUBLE ACTING M= METAL I 1 I m = RIGHT HAND FS FACTORY STAIN MT = METAL TRACK z W a I 1 HRH o Lu _ RHR = RIGHT HAND REVERSE EX - EXISTING MAN = MANUFACTURER Z z�m o d _ a o f I j o = , z - LH = LEFT HAND TR = TRIMCO FV = FIELD VERIFY - Q ~ = '4 OG r- Q ,/1 N ua "a OC S `- L S N = I y to i ,� "�. oc `• W odi N lu '� V1 Q ly LHR = LEFT HAND REVERSE SC= SCHLAGE WD = WOOD o a , w a H z H v* o o a H a Q o W o ! _ y o o h W $ ALUM =ALUMINUM MO = MONARCH WDL = WOOD LOUVERED Door No. �. _ ,� z c� W o a x _ + v c� POLY =POLYETHYLENE LCN = LCN CLOSER STL = STEEL HM = HOLLOW METAL IV = HB IVES DAG = DOUBLE ACTING GATE CA = CLEAR ANODIZED DE = DETEX SAG = SINGLE ACTING GATE FACT - FACTORY GJ = GLYNN-JOHNSON CLR - CLEAR HA - HAGER - INS - - INSULATED SI - SIMPLEX/UNICAN 101 B 4 _ 14'-0" V -G' AL BR CSG 1,4 REF. 17JA901 AL BR - - - 1 5 14 1 3, 7 4 SLIDER DOOR- REF SPECIFICATION 084229 102 B 2 - 6-T 6-0" WD BR - CSG - B AL BR 22/A901 - - 2 2 9,10,15 - 1 6 7 103 B 2 - 6-0" 8'-O" WD BR - CSG - B HM BR 22/A901 36/A901 - 2 2 9,10,15 6 7 104 A 2 - &-0" T -O" HM PTB U-0.7 - - B HM P - - 1 7, 1 O 2 - - 6 105 A 1 - 3'-0" T-0" HM PTD U-0.7 - - A HM P - - - 1 7, 10 2 - - 6 105B A 1 - 4'-0" T-0" HM PTD U-0.7 - - A HM P - - EXISTING 1 7,10 2 - - 6 083323 106A C - - 9'4' 8'-4' HM PTD U-0.5 - - C STL P E 31 & 32 /A901 - - - - - - - - - - REF SPECIFICATION DA -S = SINGLE DOUBLE ACTING DD = DOUBLE DOORS DA -D = DOUBLE DOUBLE ACTING CD= COILING DOOR 106B C - - V-6" &-4" HM PTD U-0.5 - - C STL P - 31 & 32 {A901 - - - - - - - - - - Mezzanine ; I ! i ; NONE E I DOOR 1 HARDWARE NOTES 1. ALL GLAZING SUBJECT TO HUMAN IMPACT SHALL BE TEMPERED OR LAMINATED. THRESHOLD CLOSER 2. PROVIDE SILENCERS ON ALL HM AND WD DOORS. 1. STANDARD THRESHOLD PROVIDED BY ALUMINUM DOOR SUPPLIER 1. LCN - 4041 - ALUM (DOOR CLOSER) 3. EGRESS DOORS SHALL BE READILY OPERABLE FROM EGRESS SIDE WITHOUT THE USE OF A 2. PEMKO - 272A (6" ALUMINUM -THRESHOLD) 2. LCN - 4041 - H - ALUM (HOLD OPEN CLOSER) KEY OR SPECIAL KNOWLEDGE OR EFFORT. 4. DOOR HARDWARE REQ'D TO BE ACCESSIBLE BY IBC CHAPTER 11 SHALL NOT REQUIRE HINGES STOP HOLD TIGHT GRASPING, TIGHT PINCHING OR TWISTING IN ORDER TO OPERATE. 1. HAGER - BB1279 - 41/2 X 41/2 -1 1/2 PR - US26D 1. IVES - 4071/2 - US26D (WALL STOP) 5. ACTIVE EXIT SIGNS COMPLYING WITH ICC Al. 17.1 SHALL BE PROVIDED ADJACENT TO EACH 2. HAGER - BB1279 - 41/2 X 41/2 - NRP -1 1/2 PR - US26D 2. IVES - 444 - US26D (FLOOR STOP) DOOR TO AN EGRESS STAIRWAY, EXIT PASSAGEWAY, AND EXIT DISCHARGE. 3. HAGER - BB1260 - 41/2 X 41/2 -1 1/2 PR - US26D 3. GLYNN-JOHNSON - 904S - US26D (OVERHEAD STOP - 3' DOOR) 4. NOT USED 4. IVES - FS452 - US26D (KICK DOWN HOLDER) NUMBERED DOOR NOTES 5. STANDARD PIVOT HINGES PROVIDED BY DOOR SUPPLIER 5. GLYNN-JOHNSON - 903S - US26D (OVERHEAD STOP - 2'-6" DOOR) 1. ALL GLAZING TEMPERED OR LAMINATED FOR HUMAN IMPACT. 6. CONTINUOUS HINGE 6. GLYNN-JOHNSON - 906S - US26D (OVERHEAD STOP - 4' DOOR) 2. PROVIDE SEALS AROUND DOOR. 3. PROVIDE UPPER AND LOWER LOUVER PANELS. LOCK MISCELLANEOUS NOTES 4. INSTALL WITH EMERGENCY BREAKOUT SIDELIGHTS. 1. SCHLAGE - D10S - RHO - US26D (LEVER HANDLE PASSAGE LOCK) 1. HAGER -194S - US26D -12" HIGH X 2" LESS THAN DOOR - ALUM, BOTH SIDES (KICK PLATE) 5. DOOR TO BE 16 GA. GALVANIZED FACES. 2. SCHLAGE - D40S - RHO - US26D (LEVER HANDLE PRIVACY LOCK) 2. PROVIDE TWO (2) PEEP HOLES IN DOOR ONE AT 36" AND ONE AT 60"AFF 6. POWER COILING DOOR W/ MANUAL OVERRIDE, INSULATED STEEL SLATS - PAINT 3. SCHLAGE - D50RD - RHO - US26D (LEVER HANDLE ENTRANCE LOCK) 7. NOT USED. 4. SCHLAGE - D80RD - RHO - US26D (LEVER HANDLE STOREROOM LOCK) WEATHER STRIPPING 5. SCHLAGE - B660R - US26D (HEAVY DUTY CYLINDER - DEADBOLT) 1. STANDARD HEAD, JAMB AND BOTTOM WEATHER STRIPPING BY DOOR SUPPLIER NUMBERED FRAME NOTES 6. SCHLAGE - CM5190 - KPI - 06 - KD - US626D - ATK - SLB (STAND ALONE KEY PAD W/ KEY OVERRIDE) 2. PEMKO - 29344CP-18250 (HEAD & JAMB WEATHER STRIPPING) 1. STAINLESS STEEL FRAME TO BE FURNISHED & INSTALLED BY GENERAL CONTRACTOR. 7. VON DUPRIN - 98L - US26D (RIM PANIC DEVICE) 3. PEMKO - 4301CRL - (SURFACE MOUNT AUTOMATIC DROP SILL) 2. WRAP FRAME IN 20 GA. STAINLESS STEEL. 8. VON DUPRIN - 98L - F - US26D (RIM FIRE PANIC DEVICE) 4. PEMKO - S88D - (SMOKE SEAL) 3. CASED OPENING WITHOUT STOP 9. VON DUPRIN - 2670 - US26D (RIM EXIT ALARM PANIC DEVICE) 5. DOOR GASKET BY DOOR MANUFACTURERS. 4. FRAME TO BE 16 GA. GALV. HOLLOW METAL. 10. SCHLAGE - 20-022 - US26D (RIM CYLINDER) 6. PEMKO - 216AV - (BOTTOM SWEEP / RAINGUARD) 11. VON DUPRIN - 9827 - F - US26D - LBR - BE (VERTICAL ROD FIRE PANIC DEVICE) COLOR NOTES: DOORS AND FRAMES 12. STANLEY - 404040 (POCKET DOOR PULL W/ PRIVACY LATCH) HARDWARE NOTES 1. DOOR & FRAME TO BE MANUFACTURER'S STANDARD WHITE. 13. ADAMS RITE 1890 HOOK BOLT 1. PROVIDE FIRE TREATED WOOD BLOCKING IN WALL FOR INSTALLATION OF WALL STOP. 2. FRAME TO BE WRAPPED WITH STAINLESS STEEL. COLOR OF DOOR TO BE DETERMINED BY OWNER. 14. SCHLAGE - D25D -RHO -0526D (EXIT LOCK) 2. ALL DOORS & HARDWARE PROVIDED BY DOOR SUPPLIER EXCEPT MORTISE CYLINDER. 15. EXIT ONLY HARDWARE HARDWARE SUPPLIER TO PROVIDE A SCHLAGE - 30-008-US26D (MORTISE CYLINDER). 3. AUTOMATIC DOOR OPENER CONTROLLER TO OPEN, CLOSE, & STOP. PUSH / PULL 4. DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS. IN CASE OF EMERGENCY, 1. HAGER - H23Q -1 PR - US26D PUSH TO OPEN. 2. HAGER - A4OR-4X16 PUSH & A43J4X16 PULL - ST. STEEL - US26D 5. NO GASKET ON DOOR. 3. HAGER 128P - US26D 6. DOUBLE ACTING DOOR WITH GASKET. 2" TYP. 3 n N 9,-8„ 9)-411 (2 EQ.) OD 25'-6a�, C 12'-11" _ ESTO RY B.O.CLERESTORY 9'-101" g,_10i)1 91-83$ 2 6 -4 2 2" TYP. (2 EQ.) (3 EQ.) (3 EQ.) CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD-TYP. ALL EXTERIOR WINDOWS TO BE BRONZE ANODIZED ALUMINUM FRAME W/ THERMAL BREAK AND L 1" INSULATED CLEAR TEMPERED GLAZING EQUAL TO KAWNEER TRI -FAB 451T U.N.O. 17 STOREFRONT DOOR/WINDOW TYPES OKEYNOTE TAG 1/4 = 1'-0" TG N TG 2" 20 90 TG 15' -10" (V.I. F.) 4' -ll 4'-711, 4 61-4" 2 TG TG TG TG °' TG TG �` I TG %TG _ \, CD 36 0o po OPP. CD TG -, I TG �. 2VH90 A B C FLUSH FULL GLASS EXT. OVERHEAD LIFT GARAGE DOOR 08110 STEEL DOORS 08xxx ALUMINUM STOREFRONT 08xxx OVERHEAD DOORS 18 DOOR TYPES A 12 FRAME TYPES 1'�o 1/4 1 i� C GBD Architects, Incorporated 1120 NW Couch St. Suite 300 Portland, OR 97209 Tel. (503) 224-9656 g bd arch itects.com GBD O 2013 STAMP � PHILLIP B L It'f a PO LAND, ORE 2259 OF CONSULTANT PROJECT Greenway Town Center 12220 SW Scholls Ferry Road Tigard, OR 97223 CLIENT Regency Centers 5335 SW Meadows Suite 295 Lake Oswego, OR 97035 MINOR MODIFICATION APPROVAL: MMD2013-00029 TREE REMOVAL PERMIT: . TRE2013-00019 COMMERCIAL - SITE WORK PERMIT: SIT2013-00016 COMMERCIAL - DEMOLITION PERMIT: BUP2013-00199 REVISIONS DATE 21 AUGUST 2013 PROJECT NUMBER 20136090 SCALE AS NOTED SHEET TITLE DOOR AND WINDOW DETAILS A9 01