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Plans (97) M EC2021 -00592 OFFICE COPT( RECEIVED 'I1` JUL 2 8 2021 VV 140TEIL RENOVATION — EXTERIOR CITY OF TIGARD JEFFREY A.WILLIAMS [3UIl_DlNG DIVlS!ON ARCHITECT AIA COURTYARD CM OF TIGARD, Su to OOnd Ave. South BY MARRIOTT REVIEWED FOR CODE COMPLIANCE Seattle, WA 98188 rove A ds T I CARD OREGON rP �, , Phone 206.766.8300 OTC: [ Permit#: in ec_'; .O ) " 00 S Address: �< 6 'EN�tl0'+ c PJCw�I ED A Suite #: ��� Date: JEFFREYA. PROJECT TEAM CODE INFORMATION PROJECT RENDERING SHEET INDEX wIn4 ;WIL AMS OWNER: PACTRUST JURISDICTION: CITY OF TIGARDCurrent SEATTLE, WA • DECOR: I NSPI RED CLASSICS Sheet t 0 C/O BENJAMIN CHESSAR COMMUNITY DEVELOPMENT DEPARTMENT RevisionqRl-11706 4 15350 SW SEQUOIA PARKWAY, SUITE 300 13125 SW HALL BLVD Number# Sheet Name # �� ( PORTLAND, OR 97224 TIGARD, OR 97223 `NccL} (503) 624-6300 (503)639-4171 OF OP v ARCHITECTURAL COVER BUILDING INFORMATION: A000 ICOVERSHEET ARCHITECT: JEFFREY A.WILLIAMS,,ARCHITECT Total Square Footage of Building: 60,498 SQ FT ARCHITECT Building code: 2019 OSSC (2018 IBC) SITE PLAN&CIVIL F 15200 52ND AVE SOUTH Plumbing code: 2021 OPSC (2021 UPC) A001 SITE PLAN ai uwi SEATTLE, WA 98188 Mechanical code: 2019 OMSC (2018 IMC ) p A002 SITE PLAN ADA IMPROVEMENT DETAILS (206) 766-8300 Electrical code: 2021 OESC (2020 NEC) w m Accessibility Code: 2010 ADAAG/2009 ICC ANSI Al 17.1 A002a ACCESSIBLE SITE DETAILS ; W PROJECT PACTRUST A003 PATIO AND TRASH ENCLOSURE ;, O DIRECTOR: BENJAMIN CHESSAR ORIGINAL BUILDING CODE: 1993 OREGON STRUCTURAL A005 - SITE LIGHTING - - - - - - - - - - - - of w 15350 SW SEQUOIA PARKWAY, SUITE 300 SPECIALTY CODE BASED ON C0.1 GENERAL NOTES u a a PORTLAND, OR 97224 1991 UBC • N N (503)624-6300 • • I C0.2 EXISTING CONDI" O eI N N N ORIGINAL BUILDING CONST. TYPE: TYPE V- 1 HOUR, 1 CO.3 DEMO PLAN F C1.0 HARDSCAPE PLAN �pD I m M N SPRINKLERED PER NEPA 13 9 j w a 0 MEP ROBISON ENGINEERING __ I C2.0 GRADING PLAN FQ C') ENGINEER: JON ROBISON CURRENT BLDG. CONST. TYPE: TYPE VB — - _ C3.0 DETAILS 19401 40TH AVE W, SUITE 302 _ ----- - - - - - - - - - - - - - - - - - - - LYNNWOOD, WA 98036 USE GROUP: A-3/R-1 (206) 364-3343 ARCHITECTURE MEANS OF EGRESS: UNMODIFIED BY CONSTRUCTION. _ A100 ROOF PLAN&EXTERIOR SCOPE OF WORK STRUCTURAL COFFMAN ENGINEERS, INC. OCCUPANT LOADS, DIRECTION OF - _ A101 MAIN ENTRY DEMOLITION PLANS TRAVEL, NUMBER OF EXITS, - - -- -- A102 MAIN ENTRY PLANS AND ELEVATIONS ENGINEER: ARVIND NERURKAR --' -. -- - SEPERATION OF EXITS 1101 2ND AVE. SUITE 400 IS - -- - = o A103 MAIN ENTRY PLANS AND ELEVATIONS SEATTLE, WA 98101 UNCHANGED. A103a MAIN ENTRY ELEVATIONS (206)623-0717 -- _- A104 NORTH FRONT FEATURE FRAME PLANS AND m _ - - ELEVATIONS O TYPICAL MATERIAL LEGEND _ A105 NORTH SIDE ENTRY PLANS AND ELEVATIONS CIVIL/ AAI ENGINEERING - - SURVEY: CRAIG HARRIS _-. _ _ _ A105a SOUTH SIDE ENTRY PLANS AND ELEVATIONS 4875 SW GRIFFITH DRIVE, SUITE 100 BATT INSULATION _ —"-- - At 06 REAR ENTRY PLANS AND ELEVATIONS BEAVERTON, OR 97005 (503)620-3030 0 WOOD ® DIMENSIONAL LUMBER — - - A200 EXTERIOR ELEVATIONS A300 BUILDING SECTIONS RIGID INSULATION WOOD BLOCKING 0 CONCRETE 0 SAND - --- A3111 MAIN ENTRY WALL SECTIONS - -- --- -- A312 FEATURE FRAME WALL SECTIONS STEEL PLYWOOD - - D:--� A313 SIDE ENTRIES WALL SECTIONS m EARTH f -'J FOAM IN PLACE INSULATION -- -- - -- A314 REAR ENTRIES WALL SECTIONS MASONRY SPRAY ON FIRE PROOFING A500 EXTERIOR DETAILS-PLAN DETAILS PROJECT AGENCIES --`— A501 EXTERIOR DETAILS-MAIN ENTRY A502 EXTERIOR DETAILS-SECONDARY ENTRIES -_ - -- - - A503 EXTERIOR DETAILS K SUMMARY OF WORK BUILDING CITY OF TIGARD ---_- _ --- -- A504 EXTERIOR DETAILS-EIFS DEPARTMENT: COMMUNITY DEVELOPMENT DEPARTMENT --- _ A505 EXTERIOR DETAILS-OPENINGS ISSUE DATE: Q4/23/2021 13125 SW HALL BLVD SITEWORK: - -- — A506 EXTERIOR DETAILS-ROOF TIGARD, OR 97223 THIS BUILDING IS EXISTING,NEW EXTERIOR REFRESH TO BE APPLIED INCLUDING NEW (503) 639-4171 FINISHES AND PORTE COCHERE AND SITEWORKAS REQUIRED FOR ACCESSIBILITY. A510 PORTE COCHERE DETAILS-PLANTER EXISTING TRASH ENCLOSURE TO RECEIVE NEW FINISHES AND PERGOLA.EXISTING A600 WALL TYPES,WINDOW SCHEDULE&DETAILS PATIO FENCE TO BE REPLACED WITH NEW SCREEN WALL. _ BUILDING: FIRE TUALATIN VALLEY THIS BUILDING IS EXISTING.NEW EXTERIOR REFRESH TO INCLUDE NEW EIFS FRAMES STRUCTURAL DEPARTMENT: FIRE & RESCUE AT FRONT, REAR AND SIDE ENTRIES,NEW WOOD-LOOK CLADDING,NEW STOREFRONT $001 STRUCTURAL NOTES 11945 SW 70TH AVENUE WINDOWS AND DOORS,NEW GUESTROOM WINDOWS AND SLIDING DOORS,NEW TIGARD, OR 97223-8566 EXTERIOR EIFS FINISH,PORTION OF EXISTING ROOF TO BE REPLACED WITH NEW,AND 5002 STRUCTURAL NOTES REPLACEMENT OF CANOPIES AT SIDE ENTRIES. Sill FOUNDATION PLAN (503) 259-1500 ELECTRICAL: 5112 FOUNDATION PLAN A/ HEALTH WASHINGTON COUNTY DEPARTMENT NEW EXTERIOR LIGHTING N NEW ENTRY SOFFIT,CANOPYREPLACE EXISTING PORTE I SAME NEW LL DEPARTMENT: OF HEALTH AND HUMAN SERVICES EXTERIOR LIT BOLLARDS AND WALL SCONCES TO REPLACE EXISTING IN SAME S121 FRAMING PLAN O LOCATIONS. O 155 N FIRST AVE, SUITE 160, MAIL STOP 6 MECANICAL: S122 FRAMING PLAN HILLSBORO, OR 97124 REMOVAL AND RELOCATION OF UNITS FROM AREA OF ROOF THAT IS BEING REPLACED. 5123 FRAMING PLAN (503) 846-8722 NEW LOUVERED VENTS WILL BE PROVIDED ON ROOF S124 FRAMING PLAN 0 LANDSCAPING: NEW LANDSCAPING UNDER SEPARATE PERMIT. S201 ELEVATIONS INTERIOR RENOVATION: 5202 ELEVATIONS Q LL INTERIOR RENOVATION UNDER SEPARATE PERMIT. C Q S401 FITNESS ROOM-PARTIAL PLANS L S501 SECTIONS&DETAILS S502 SECTIONS&DETAILS } S503 SECTIONS&DETAILS W F- VICINTY MAP KEY PLAN GENERAL NOTE5 SYMBOLS LEGEND $504 SECTIONS&DETAILS S505 SECTIONS&DETAILS Q Z NORTH SIDE 1) ALL WORK TO BE DONE IN AN APPROVED WORKMANLIKE MANNER AND SHALL BE IN S506 SECTIONS&DETAILS O ACCORDANCE WITH GOVERNING CODES & REGULATORY AGENCIES. m PROJECT LOCATION L 3 2) OWNER TO OBTAIN ALL PERMITS& COMPLY WITH ALL REQUIREMENTS OF LICENSING AGENCIES. PORTE COCHERE Q r 15686 SW Sequoia Pkwy � ROOM TAG � DATUM ELEVATION Q @ +n CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF JOB SITE, 1 METAL PORTE COCHERE CANOPIES-FOUNDATION D- INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. PLAN `a THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NORTH FRON NORTH REAR 2 METAL PORTE COCHERE CANOPIES-ROOF PLAN & vN HOURS. KEYNOTE/CRITERIA REFERENCE ELEVATION N Soettrn,�sYMQ ' SIDE SIDE 3) AREA AND DIMENSIONS: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL O DETAILS O m MVMK1NfM Rt vtw ti y e y;n c AREA TAKEOFFS AND DIMENSIONS BY MAKING HIS OWN FIELD MEASUREMENTS BEFORE 3 METAL PORTE COCHERE CANOPIES-MISC. DETAILS 3 Z j �p z N STARTING WORK OR ORDERING MATERIALS. THE REMOVAL AND INSTALLATION OF MECHANICAL, LflWALL TAG CEILING ELEVATION O W m -o v °C ELECTRICAL, PLUMBING AND ARCHITECTURAL ITEMS MAY REQUIRE THE PENETRATION OR MEP-ELECTRICAL MECHANICAL PLUMBING N U (ODD o z O X T^M-�� REMOVAL OF FLOORS, CEILINGS AND WALLS OF ADJACENT ROOMS AND FLOORS. PATCH AND li aLO o W E000 SHEET INDEX, LEGEND AND NOTES O FINISH ALL EXISTING SURFACES THAT ARE DISTURBED DURING CONSTRUCTION, UNLESS NOTED AREVISION TAG � P. AcCvpw, ee.ne v wCwtrQ v OTHERWISE. O DOOR TAG E001 LUMINAIRE SCHEDULE OI 4) CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES. TAKE PRECAUTIONS AS E101 MAIN ENTRY DEMO AND NEW POWER AND LIGHTING p n NECESSARY TO PROTECT THEM. REPAIR ALL UTILITIES DAMAGED DURING CONSTRUCTION AT ��Tile PLANS '^ WINDOW TAG Wood FLOOR FINISH TRANSITION (Y Q raosoa+can ; NO COST TO THE OWNER. O E102 WEST FRONT STAIR TOWER LIGHTING PLANS 5) ALL FINISHES AS SELECTED BY OWNER,AND SIMILAR TO THE MARRIOTT COURTYARD E501 EXTERIOR ENERGY CODE RENOVATION PROTOTYPE FINISH SCHEDULE. E900 SPECIFICATIONS Q.„ MAIN ENTRY REAR ACCESSIBLE COURTYARD 6) EXTEND CIRCUITS TO EXISTING FIXTURES TO REMAIN WHERE EXISTING WHERE EXISTING FINISH/MATERIAL TAG M000 LEGEND, NOTES, DRAWING INDEX } a«..0 CIRCUITS ARE INTERRUPTED BY REMODEL WORK. ev MAeaiorr CJ a«�oeeiy9p,+«m M001 MECHANICAL SCHEDULES, TABLES,CALCULATIONS AND �,• • rtMccrcc+.wkyrQw ACT ACOUSTICAL CEILING TILE OFCI OWNER FURNISHED, 2'-6^ DETAILS ti + ¢ ALUM ALUMINUM CONTRACTOR INSTALLED DIMENSION TO FINISHED FACE M103 DEMO ROOF PLAN C (0CFCI CONTRACTOR FURNISHED, PD PROJECT DIRECTOR M104 NEW ROOF PLAN Cn CONTRACTOR INSTALLED PLAM PLASTIC LAMINATEGrand total: 67 Y PATIO ) CLR CLEAR, CLEARANCE PLWD PLYWOOD BUILDING ELEVATION 2'-6" d +vo0 DIMENSION TO CENTERLINE (D T �,p O / CPT CARPET PNT PAINT z O, DS DOWNSPOUT PT PORCELAIN TILE PROJECT#: 2030 o Na+oaownon.v `4\ i (+i ____� ELEC ELECTRIC(AL) RCP REFLECTED CEILING PLAN INTERIOR ELEVATION c+.�...D�..chw. ®•r °""M V--� i EQ EQUAL RE REFER(ENCE) ' ' ? / ? VIEW REFRENCE DRAWN BY: BC, GE 0 ® i JI FD FLOOR DRAIN REF REFER(ENCE) "` I V FEC FIRE EXTINGUISHER CABINET REQ'D REQUIRED ? ? BUILDING SECTION CHECKED BY: AB m svw..ta+rew avw0 w GALV. GALVANZED SC SOLID CORE ? ? Q ®wpaeKdt ',� GC GENERAL CONTRACTOR SIM. SIMILAR GWB GYPSUM WALLBOARD SPEC SPECIFICATION ? N ,� f GYP GYPSUM SS STAINLESS STEEL ? COVER SHEET SOUTH FRONT SOUTH REAR HVAC HEATINGNENTILATION/AIR CONDITIONING TOP TOP OF PARAPET WALL SECTION U ° u AMWr aoral� � SIDE SIDE MAX MAXIMUM TYP TYPICAL MEP MECHANICAUELECTRICAUPLUMBING LINO UNLESS NOTED OTHERWISE � � 9A.� 0 DEFERRED SUBMITTALS UJ ge�au,.�. op. l nwtn v MI MARRIOTT INTERNATIONAL LION UNLESS OTHERWISE NOTED DETAIL REFRENCE 1 HR FIRE d MIN MINIMUM/MINUTE V.I.F. VERIFY IN FIELD r ? 0 4?76 1. FIRE SPRINKLERS MTL METAL WD VINYL WALLCOVERING J� 2. SHOP DRAWINGS FOR TRASH ENCLOSURE, SCREEN m AOOO OU TH SID NTS NOTE SCALE WD WOOD WALL AT PATIO,AND PERGOLA OVER TRASH ENCLOSURE � IL o,«.mewe.© OC ON CENTER(S) WPT SIMULATED WOOD PORCELAIN TILE z " " Q OPP OPPOSITE HAND Ir LU LU LL ABBREVIATIONS GENERAL NOTES SPECIAL INSPECTION DESIGN CRITERIA & -AND MAX -MAXIMUM 1. THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE PRIMARY STRUCTURE 1. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, 1. LIVE LOAD CRITERIA @ -AT M8 -MACHINE BOLT BASED ON PRESCRIBED LOADS,(SEE"DESIGN CRITERIA"SECTION),IMPOSED ON IN CONTRACT WITH THE OWNER AND APPROVED BY THE ARCHITECT AND THE \r %%D, DEG -DEGREE MBR -MEMBER THE STRUCTURE PER THE BUILDING CODE AS SPECIFIED IN THE"BUILDING CODE" BUILDING OFFICIAL, SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK ROOF LIVE LOAD 20 PSF(REDUCIBLE) I/ %%C, DIA -DIAMETER MECH -MECHANICAL SECTION.THE PRIMARY STRUCTURE OF THE BUILDING IS DEFINED AS THE (SEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS): CANOPIES 20 PSF(REDUCIBLE) (E), EXIST -EXISTING MEZZ -MEZZANINE FOUNDATIONS, BEARING WALLS,SHEAR WALLS,COLUMNS, BEAMS,SLABS, FLOOR SIDEWALKS AND DRIVEWAYS 250 PSF JEFFREY AMILLIAMS #, NO -NUMBER MFR -MANUFACTURE(R/D) FRAMING AND LATERAL FORCE RESISTING ELEMENTS REQUIRED TO MAINTAIN THE ITEM BUILDING CODE ARCHITECT AIA #, U3 -POUND MFR REC -MANUFACTURER'S STABILITY OF THE COMPLETED STRUCTURE AS A WHOLE. REFERENCE 2. DEAD LOAD CRITERIA RECOMMENDATIONS 15200 52nd Ave. South AB -ANCHOR BOLT MH -MANHOLE 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STEEL 1705.2 AND SUPERIMPOSED ROOFING Suite 300 ABV -ABOVE MID -MIDDLE REQUIREMENTS OF THE DRAWINGS,SPECIFICATIONS,AND THE CODES, AISC 360 CHAPTER N DEAD LOAD 15 PSF Seattle, WA 98188 ADDL -ADDITIONAL MIN -MINIMUM RULES AND REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE"BUILDING DETAIL VERIFICATION Phone 206.766.8300 ADH -ADHESIVE MISC -MISCELLANEOUS CODE"SECTION. WELDING OF STRUCTURAL STEEL SUPERIMPOSED WALL ADJ -ADJACENT WELDING OF STEEL DECKING CLADDING DEAD LOAD 10 PSF AFS -ABOVE FINISHED SLAB NA -NOT APPLICABLE 3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE,THEY DO NOT SHEAR CONNECTORS AND ANCHOR STUDS ALT -ALTERNATE NIC -NOT IN CONTRACT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HIGH STRENGTH BOLTING 3. SNOW LOAD CRITERIA ALUM -ALUMINUM NIP -NOT IN PERMIT ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. APPROX -APPROXIMATE NORM -NORMAL SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO,BRACING,SHORING CONCRETE 1705.3 ROOF SNOW LOAD 25 PSF stµuc r uRq AR -AS REQUIRED NO -NUMBER FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO SPECIFIED fc GREATER THAN 2000 PSI FDPROFF ARCH -ARCHITECTURAL NS -NEAR SIDE THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF PLACING OF REINFORCING STEEL 4. WIND DESIGN CRITERIA ASPH -ASPHALT NTS -NOT TO SCALE THE ABOVE ITEMS. Cit' �O 1 N F� 4 ASSY -ASSEMBLY SOIL 1705.6 3-SECOND GUST WIND SPEED,V= 96 MPH 8119P OC -ON CENTER 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED EXCAVATION RISK CATEGORY II BASE PL -BASE PLATE OD -OUTSIDE DIAMETER FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN SOIL COMPACTION EXPOSURE FACTOR C E o BLDG -BUILDING OF -OUTSIDE FACE PLACE AND FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH INTERNAL PRESSURE COEFFICIENT GCpi= 0.18 BLKG -BLOCKING OFS -OUTSIDE FACE OF STUDS THE PLANS. SPECIAL SYSTEMS 1705.1.1 BLW -BELOW OL -OUTSIDE LAYER EXPANSION/EPDXY ANCHOR BOLTS 5. SEISMIC DESIGN CRITERIA Y S BM(S) -BEAM(S) OPH -OPPOSITE HAND 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE INSULATING CONCRETE FILL BO xxx -BOTTOM OF xxx OPNG -OPENING MEANS, METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO RISK CATEGORY II EXPIRES:t23tY22 BOT -BOTTOM OPP -OPPOSITE PERFORM THE WORK. 2. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON SITE CLASS D BRB -BUCKLING RESTRAINED BRACE OVS -OVERSIZED THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING IMPORTANCE FACTOR 1 = 1.00 BRG -BEARING 6. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS SPECIFIED OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. SS= 0.856 BS -BOTH SIDES PAF -POWER ACTUATED FASTENER IN THE"BUILDING CODE"SECTION. S1 = 0.391 w BTWN -BETWEEN PAR -PARALLELIPARAPET 3. EPDXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING SDS= 0.685 PC -PRECAST CONCRETE 7. DO NOT SCALE DRAWINGS.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE SD1 = 0.498 C -CHANNEL PEN -PENETRATEIPENETRATION CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVAL CONDITIONS. SEISMIC DESIGN CATEGORY D m CANT -CANTILEVER PIL -PILASTER OR INCONSISTENCIES IN A PROMPT MANNER. ~ zw CDF -CONTROLLED DENSITY FILL PJP -PARTIAL JOINT PENETRATION 4. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE LATITUDE 45.4075384°N $ � CEM PLAS -CEMENT PLASTER WELD 8. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS, DISTRIBUTED TO THE OWNER,ARCHITECT, STRUCTURAL ENGINEER,AND LONGITUDE 122.7462155°W m a a CIP -CAST-IN-PLACE PL -PLATE SPECIFICATIONS,OR OTHER CONTRACT DOCUMENTS;THE CONTRACTOR SHALL NOTIFY BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED. c CJ -CONSTRUCTION JOINT/ PLCS -PLACES THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR 6. FOUNDATION DESIGN CRITERIA O N CONTROL JOINT PNL -PANEL BEFORE PROCEEDING WITH THE WORK. 5. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. of CJP -COMPLETE JOINT PREFAB -PREFABRICATED PER OSSC TABLE 1806.2 FOR MINIMUM DESIGN BEARING PRESSURE rm PENETRATION WELD PSF -POUNDS PER SQUARE FOOT 9. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND ALLOWABLE SOIL BEARING PRESSURE= 2000 PSF CL -CENTER LINE PSI -POUNDS PER SQUARE INCH TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE CLR -CLEAR(ANCE) PT -POST TENSIONED/ GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SUBMITTALS CMU -CONCRETE MASONRY UNIT PRESSURE TREATED SPECIFICATIONS,THE MOST STRINGENT SHALL APPLY, CONDITIONS NOT BUILDING CODE COL -COLUMN FUR -PURLINS SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, 1. THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER CONC -CONCRETE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION/ERECTION/INSTALLATION. 1. ALL CONSTRUCTION, MATERIALS,AND WORKMANSHIP SHALL CONFORM TO THE CONN -CONNECT(ION) R -RADIUS THESE ITEMS ARE IN ADDITION TO ANY SUBMITTAL REQUIREMENTS SPECIFIED REQUIREMENTS OF THESE DRAWINGS,SPECIFICATIONS,AND THE CODES,RULES CONSTR -CONSTRUCTION RC -REINFORCED CONCRETE 11. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS. AND REGULATIONS OF THE OREGON STRUCTURAL SPECIALTY CODE(OSSC),2019 EDITION, CONT -CONTINUOUS RD -ROOF DRAIN TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. AS ADOPTED AND AMENDED BY THE CITY OF TIGARD,OREGON HEREINAFTER REFERRED c CONTR -CONTRACTOR REF -REFERENCE STRUCTURAL SUBMITTALS TO AS THE BUILDING CODE. COORD -COORDINATE REINF -REINFORCING 12. SEE ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR THE FOLLOWING: ITEM PROD SHOP TEST CALCS BLDG CSK -COUNTER SUNK REQD -REQUIRED A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS AND THRESHOLD ro DATA DWGS RESULTS DEPT 2. WHERE NOTED IN THE STRUCTURAL NOTES,CONSTRUCTION, MATERIALS,AND CTR -CENTER(ED) RD -ROUGH OPENING REQUIREMENTS. WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING STANDARDS.WHERE RTU ROOFTOP UNIT B. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS. STRUCTURAL STEEL YES THESE STANDARDS CONFLICT WITH THE BUILDING CODE,THE CODE D -DEPTH/DEEP C. SIZE AND LOCATION OF ROOF,FLOOR AND WALL OPENINGS. GROUT YES SHALL GOVERN. DC -DEMAND CRITICAL SC -SLIP CRITICAL D. SIZE AND LOCATION OF DEPRESSED AREAS,CHANGES IN ELEVATION, FLOOR ADHESIVE AND DBL -DOUBLE SCHED -SCHEDULE AND ROOF DRAINS,SLOPES,SUMPS,CONCRETE CURBS, LEDGES, PADS AND EXPANSION ANCHORS YES GENERAL DEG -DEGREE SECT -SECTION ISLANDS, CHAMFERS,GROOVES, INSERTS, EMBEDDED ITEMS, FINISH CONCRETE MATERIALS YES DEMO -DEMOLITION SEOR -STRUCTURAL ENGINEER REQUIREMENTS,MISCELLANEOUS STEEL, ETC. STEEL REINFORCING YES ASCE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" DET -DETAIL OF RECORD E. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, PORTE COCHERE YES YES YES AMERICAN SOCIETY OF CIVIL ENGINEERS DIA -DIAMETER SLBB -SHORT LEG BACK TO BACK F. EXTERIOR WALL SYSTEMS. PREMANUFACTURED ASCE/SEI 7-2016 EDITION DIAG -DIAGONAUDIAGRAM SFRS -SEISMIC FORCE RESISTING SYSTEM WOOD TRUSSES YES YES DIM -DIMENSION SHT -SHEET 13. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED GLUE LAMINATED MEMBERS YES YES HOT ROLLED STEEL DIST -DISTANCE SHTHG -SHEATHING BETWEEN DIMENSIONED POINT OF MEMBERS. DN -DOWN SIM -SIMILAR 2. "PROD DATA"-SUBMIT ADEQUATE DOCUMENTATION THAT THE PRODUCT AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" DWG -DRAWING SMS -SHEET METAL SCREW 14. OPENINGS, POCKETS, ETC.SHALL NOT BE PLACED IN STRUCTURAL MEMBERS PROPOSED TO BE USED MEETS THE REQUIREMENTS ON THESE PLANS AND AMERICAN INSTITUTE OF STEEL CONSTRUCTION DWL -DOWEL SPEC -SPECIFICATION UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. THE PROJECT SPECIFICATIONS. ANSI/AISC360-2016 EDITION SPCS -SPACES EA -EACH SQ -SQUARE 15. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. ro EF -EACH FACE SSH -SHORT SLOTTED HOLE 3. "SHOP DWGS"-SUBMIT COMPLETE SHOP DRAWINGS SUFFICIENT TO SHOW AWS "STRUCTURAL STEEL WELDING CODE-STEEL" � EJ -EXPANSION JOINT SST -STAINLESS STEEL QUANTITIES AND KINDS OF MATERIALS,METHODS OF ASSEMBLY,AND ALL AMERICAN WELDING SOCIETY DATA REQUIRED FOR FABRICATION, ERECTION,AND INSTALLATION.THE AWS D1.1-2015 EDITION ISSUE DATE: 04/23/2021 EL -ELEVATION STD -STANDARD EXISTING CONSTRUCTION PURPOSE OF THESE DRAWINGS IS TO DEMONSTRATE THAT THE CONTRACTOR ELEC -ELECTRICAL ST -STIFFENER UNDERSTANDS THE DESIGN CONCEPT DOCUMENTED HEREIN. SUBMITTALS CONCRETE E -ELEVATOR STL -STEEL 1. EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE CONSISTING OF DRAWINGS TAKEN DIRECTLY FROM THESE PLANS WILL NOT EMBED -EMBEDMENT/EMBEDDED STL JST -STEEL JOIST ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO BE APPROVED.IF DEVIATIONS,DISCREPANCIES OR CONFLICTS BETWEEN SHOP ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EOS -EDGE OF SLAB STRUCT -STRUCTURAL FABRICATION.THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED, AMERICAN CONCRETE INSTITUTE EQ -EQUAL SYMM SYMMETRICAL OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE EITHER PRIOR TO OR AFTER REVIEW BY THE STRUCTURAL ENGINEER,THE AC1318-2014 EDITION EQ -EQUALLY SPACED BEGINNING WORK.ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE EQUIP SPCD IP -EQUIPMENT TB -THROUGH BOLT REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK. FOLLOWED. RESPONSIBILITY FOR ADHERENCE TO THE CONTRACT DOCUMENTS ES -EACH SIDE TBC -THREADED BAR COUPLER ESC -ESCALATOR TBR -TO BE REMOVED REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS, EMBEDMENTS AND LIES SOLELY WITH THE CONTRACTOR. DIMENSIONS AND QUANTITIES ARE NOT COLD FORMED STEEL F OPENINGS NOT SHOWN.REFER TO MECHANICAL, PLUMBING AND ELECTRICAL REVIEWED BY THE STRUCTURAL ENGINEER AND THEREFORE MUST BE VERIFIED EXP -EXPANSION TO xxx -TOOPP OOF L EW -EACH WAY THK -THICK(NESS) PLANS FOR DUCTS, PIPING, EMBEDMENTS,AND OPENINGS NOT SHOWN. BY THE CONTRACTOR. AISI "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF r F xxx COLD FORMED STEEL STRUCTURAL MEMBERS" EXT EXTERIOR TOC -TOP OF CONCRETE 2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM 4. "TEST RESULTS"-SUBMIT RESULTS FOR ANY TESTING REQUIRED BY AMERICAN IRON AND STEEL INSTITUTE O O TOF -TOP OF FOOTING FIN -FINISH(ED) TOGB -TOP OF GRADE BEAM THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE BUILDING CODE OR THESE PLANS. AISI 5100-16 EDITION FLG -FLANGE TOS -TOP OF STEEL SHOWN ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS.THE CONTRACTOR N O FLR -FLOOR TOSL -TOP OF SLAB MUST SUBMIT PLANS AND SUPPORTING CALCULATIONS PREPARED BY A DESIGN 5. CALCS"-SUBMIT SIGNED AND SEALED PREPARED BY A DESIGN WOOD li PROFESSIONAL LICENSED TO PERFORM WORK IN THE PROJECT JURISDICTION. PROFESSIONAL AUTHORIZED TO PERFORM WORK IN THE PROJECT FO xxx -FACE OF xxx TOW -TOPWALL JURISDICTION. CALCULATIONS SHALL INDICATE THE MAGNITUDE AND AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" FOC -FACE OF CONCRETE TRANSV -TRANSVERSE 3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED,THE CONTRACTOR SHALL DIRECTION OF ALL LOADS IMPOSED ON THE BASIC STRUCTURE.THE AMERICAN WOOD COUNCIL FOS -FACE OF FINISH TRTD -TREATED VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY COMPONENT DESIGNER SHALL BE RESPONSIBLE FOR CODE CONFORMANCE ANSI/AWC NDS-2018 EDITION FOS -FACE OF STEEL T -TYPICAL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE FP FIREPROOFING)/FIRE TIC C -TENSION/COMPRESSION CORD >- PROTECTION T&B -TOP AND BOTTOM PRIOR TO BEGINNING WORK. ARCHITECTURAL AND STRUCTURAL DRAWINGS. AWC "SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC" MM LL W r T RETARDANT TREATED T&G AMERICAN WOOD COUNCIL FS -FAR SIDETONGUE AND GROOVE 4. EXISTING CONSTRUCTION,FRAMING MEMBERS AND DIMENSIONS HAVE BEEN 6. "BLDG DEPT"-IF CHECKED,THE SUBMITTALS SHALL BE REVIEWED AND ANSI/AWC SDPWS-2015 EDITION Q Z FT -FOOT, FEET UON -UNLESS OTHERWISE NOTED ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS APPROVED BY THE BUILDING OFFICIAL PRIOR TO FABRICATION AND/OR INSTALLATION FOR THE ORIGINAL BUILDING. ONLY LIMITED FIELD VERIFICATION HAS . /��// FTG -FOOTING Li � VIF -VERIFY IN FIELD BEEN PERFORMED. ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATED L ca TO THE AS-BUILT CONSTRUCTION SHALL BE REPORTED TO THE 7. THE CONTRACTOR SHALL REVIEW,STAMP AND APPROVE SUBMITTALS PRIOR TO Q F GA GAGEIGAUGE VNR VENEER REVIEW BY THE STRUCTURAL ENGINEER.UNREVIEWED OR UNSTAMPED m > GALV -GALVANIZED VERT -VERTICAL ARCHITECT/ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK. Q o- SUBMITTALS WILL BE RETURNED TO THE CONTRACTOR UNREVIEWED. T GEN -GENERAL 5. UNLESS SPECIFIED OTHERWISE, LOCATION AND ELEVATION OF NEW STRUCTURAL N L GLB GLUE LAMINATED TIMBER W WIDE WIDTH 8. THE CONTRACTOR SHALL ALLOW TWO WEEKS FOR REVIEW OF SUBMITTALS. CL GR -GRADE WD -WOOD ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR O J RELATIONSHIP TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE NOTED COMMENTS OR MARKS ON SUBMITTALS ARE A NORMAL AND EXPECTED PART OF +� GB -GRADE BEAM WF -WIDE FLANGE THE SUBMITTAL PROCESS AND SHALL NOT BE USED AS A BASIS FOR CHANGE Z) U) O �I GYP BD GYPSUM BOARD WO WHERE OCCURS ON THE PLANS,SECTIONS AND DETAILS. Z IY ORDERS.TIME REQUIRED TO REVISE AND RESUBMIT ANY SUBMITTAL SHALL BE WP -WATERPROOFING WORK POINT W (D -o 1;4 6. WHEN PROVIDED,DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT CONSIDERED INHERENT IN THE TO THE SUBMITTAL REVIEW PROCESS AND SHALL U CO o, H HIGH WT WEIGHT NOT BE DEEMED A CHANGE ORDER. U I a 171 ASSOCIATED WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT HDR -HEADER WWF -WELDED WIRE FABRIC < HGR -HANGER W/ -WITH OF DEMO MAY NOT REFLECT ADDITIONAL DEMOLITION REQUIRED TO INSTALL Q HLDN -HOLDDOWN W/0 -WITHOUT NEW ELEMENTS. IN ADDITION TO WHAT IS SHOWN ON THE ARCHITECTURAL 9. CLOUDS AND R SHALL HAVE ALL REVISIONS CLEARLY IDENTIFIED WITH DRAWING HORIZ -HORIZONTAL DEMOLITION DRAWINGS, MINOR LOCAL DEMOLITION OF EXISTING ELEMENTS CLOUDS AND REVISION DATES.THE STRUCTURAL ENGINEER SHALL NOT BE HSS -HOLLOW STRUCTURAL SECTIONS YD -YARD MAY BE REQUIRED TO PERFORM THE STRUCTURAL WORK AS INDICATED ON RESPONSIBLE FOR THE REVIEW OF ANY UNMARKED REVISIONS. >_ HT -HEIGHT THE PLANS,SECTIONS AND DETAILS. 10. CONTRACTOR REQUESTED CHANGES OR SUBSTITUTIONS SHALL BE SUBMITTED U HVAC HEATING,VENTILATING AND IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL N AIR CONDITIONING DEMOLITION PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP COURTYARD U 1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.CONTRACTOR WILL BE BY MARRIOTT ID INSIDE DIAMETER RESPONSIBLE FOR ANY ADDITIONAL ENGINEERING EFFORT AND ASSOCIATED O> IF -INSIDE FACE EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE. IJ SOLATION JOINT FEES REQUIRED FOR REVIEW AND APPROVAL OF REQUESTED CHANGES AND 04 O IL -INSIDE LAYER 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO SUBSTITUTIONS. N IN -INCHES REDUCE SUCH DAMAGE TO A MINIMUM. INFO -INFORMATION N INSUL -INSULATEIINSULATION 3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DAMAGED E INT -INTERIOR DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST. PROJECT#: 202291 0 JST -JOIST DRAWN BY: SV I-- JT -JOINT y CHECKED BY: KJ/JJ KIP -1,000 POUNDS tin KSI -KIPS PER SQUARE INCH m KWY -KEYWAY ti STRUCTURAL NOTES 0 L -ANGLE/LENGTH LBR -LUMBER U LLBB -LONG LEG BACK TO BACK LLH -LONG LEG HORIZONTAL U) LLV -LONG LEG VERTICAL p LOC -LOCATION DJ S001 J D- LL GENERAL NOTES ABBREVIATIONS SYMBOLS GENERAL NOTES - MECHANICAL 3. ADJUSTMENTS: ALL EQUIPMENT, MOTORS, FANS GAS BURNERS, ACU AIR CONDITIONING UNIT EQUIPMENT DUCTWORK AFF ABOVE FINISHED FLOOR EF-1 IGNITION DEVICES, DRIVES, ETC. SHALL BE ADJUSTED AND 6. RECTANGULAR DIVIDED FLOW FITTINGS: USE GENERALLY, EXCEPT AHJ AUTHORITY HAVING TYPICAL EQUIPMENT DESIGNATION 18x12 DUCT (1ST FIGURE = SIDE SHOWN, v7 1. REFERENCE TO RELATED WORK: "REF" INDICATIONS DENOTE WORK BALANCED TO OPERATE AT SPECIFIED RATINGS AS REQUIRED BRANCHES TO TERMINALS; SMACNA HVAC FIG 2-5, TYPES 1, 2, JURISDICTION (EXHAUST FAN SHOWN) 2ND FIGURE = SIDE NOT SHOWN) tl_COVERED ELSEWHERE (ARCHITECTURAL, STRUCTURAL, CIVIL, FOR THIS PROJECT SITE AND ACCOUNTING FOR ELEVATION ABOVE 4A, AND 4B. DO NOT USE TYPE 3. AHU AIR HANDLING UNIT UP DOWN JEFFREY AMILLIAMS SEA LEVEL. DSD ELECTRICAL, LANDSCAPE, OR KITCHEN), OR ITEM BASED ON A AP ACCESS PANEL DUCT SMOKE DETECTOR DUCT SECTION, POSITIVE PRESSURE ARCHITECT AIA SPECIFIC MANUFACTURER'S DIMENSIONS (VERIFY). 7. TURNING VANES: H.E.P. MANUFACTURER OR APPROVED HIGH BDD BACKDRAFT DAMPER 4. APPROVALS: MECHANICAL AND PLUMBING EQUIPMENT SHALL BE EFFICIENCY PROFILE AIRFOIL TYPE FOR RECTANGULAR SQUARE BHP BRAKE HORSEPOWER 1520052nd Ave. South APPROVED FOR INSTALLATION IN THE PROJECT LOCATION AND THROAT ELBOWS. ACOUSTICAL TYPE FOR RETURN AIR MITERED BTUH BRITISH THERMAL UNIT ROOM THERMOSTAT OR UP DOWN DUCT SECTION, NEGATIVE Suite 300 2. ELECTRICAL CHARACTERISTICS: REFER TO ELECTRICAL DRAWINGS T TEMPERATURE TRANSMITTER PRESSURE Seattle,WA 98188 SHALL HAVE ALL CERTIFICATIONS AND RATINGS TO MEET ALL ELBOWS. PER HOUR FOR ELECTRICAL CHARACTERISTICS (VOLTAGES, ETC. OF ENERGY, POLLUTION, ENVIRONMENTAL, SEISMIC, ETC. CODES AND Phone 206.766.8300 MECHANICAL EQUIPMENT, UNLESS OTHERWISE INDICATED. C COMMON UP DOWN REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH HIS 8. TAKEOFFS TO OPENINGS: CONICAL TYPE WITH VOLUME DAMPER CAP CAPACITY ROOM HUMIDISTAT OR HUMIDITY H ROUND DUCT SECTION D PROF MANUFACTURE SUPPLIERS AND SHALL INCLUDE ALL COSTS FOR ROUND DUCT BRANCHES PER SMACNA HVAC FIG 2-6, CC COOLING COIL TRANSMITTER FS 3. CODES: COMPLETE INSTALLATION I NFF THE MECHANICAL SYSTEM REQUIRED TO MEET THESE REQUIREMENTS IN HIS BID. MINIMUM INLET DIAMETER 2 INCHES LARGER THAN DUCT SIZE. 45 CD CEILING DIFFUSER UP UP UP PLUMBING, FIRE, AND HEALTH CODES AND REGULATIONS AS F.N �psip SHALL BE PER THE APPLICABLE BUILDING, MECHANICAL, ENERGY, DEGREE ENTRY FITTING FOR RECTANGULAR DUCT BRANCHES PER CFM CUBIC FEET PER MINUTE co CARBON MONOXIDE SENSOR DUCT PENETRATION THRU FLOOR C� Z 5. FIRE PROTECTION: CONTRACTOR SHALL PROVIDE A FULLY SMACNA HVAC FIG 2-6. 15,42 ADOPTED BY THE LOCAL AHJ. DESIGNED FIRE PROTECTION SPRINKLER SYSTEM IN COMPLIANCE CCEILING, COOLING Q SMOKE DETECTOR m OR ROOF WITH NFPA AND LOCAL CODES. PROVIDE DESIGN, PERMITS, 9. FLEXIBLE CONNECTIONS: PROVIDE AT EACH DUCT CONNECTION CO CLEANOUT TERMINALS i 4. PREPARE AND SUBMIT FOR REVIEW A SHOP DRAWING BASED ON MATERIALS, INSTALLATION, TESTING AND ALL OTHER FOR A TO FANS, PACKAGED HVAC EQUIPMENT, EXTERNALLY ISOLATED COMB COMBUSTION VOLUME DAMPER FINAL STRUCTURAL SHOP DRAWINGS FOR LOCATING AND ROUTING CONT CONTINUE, CONTROL CD-12x12 CD- A--DIFFUSER/GRILLE TYPE, AND ti FULLY OPERATIONAL SYSTEM. LOCATION OF ALL PIPING TO BE AIR HANDLING UNITS, FAN COIL UNITS, AND SIMILAR EQUIPMENT. COP COEFFICIENT OF OR NUMBER OR SIZE ALL DUCTWORK, DAMPERS, EQUIPMENT, PIPING, ETC. COORDINATED WITH OTHER TRADES. EXCEPTION: EQUIPMENT IN CORRIDOR CEILING SPACES WHERE 400 400 " DESIGN CFM (WHERE APPLICABLE) FSD FIRE/SMOKE DAMPER A. COORDINATE FLOOR AND BEAM PENETRATIONS WITH PERFORMANCE T FSD HORIZ DUCT, --♦ = VERT DUCT), 4 ROe 2 STRUCTURAL. FIRE RATING IS REQUIRED. CEILING DIFFUSER (FLOW ARROWS T CWS CHILLED/CONDENSER WATER 2-HR RATED, UON 6. FIREPLACES: COORDINATE WITH THE GENERAL CONTRACTOR TO X SHOWN FOR NON SYMMETRICAL FD (--, = HORIZ B. COORDINATE FINAL LOCATION AND ROUTING WITH CEILING, SUPPLY FIRE DAMPER DETERMINE GAS FIREPLACE FLUE AND COMBUSTION AIR HVAC NOTES AIRFLOW) LIGHTS, WALLS, FIRE SPRINKLER PIPING, AND OTHER TRADES DUCTWORK REQUIREMENTS PRIOR TO BIDDING. CWR CHILLED/CONDENSER WATER -�- FD DUCT, --♦ = VERT DUCT), 2-HR WORK. 1. ATTACHMENTS: AIR DISTRIBUTION OUTLETS AND LOUVERS SHALL RETURN F� CEILING RETURN/EXHAUST GRILLE RATED, UON 03 C. INCLUDE ADDITIONAL OFFSETS, ELBOWS, ROUTING, PIPING NOTES HAVE ALL REQUIRED ACCESSORIES AND ATTACHMENTS FOR A D DIAMETER EQUIVALENT DUCT SIZING EXCHANGE, RELOCATING, ETC. AS COMPLETE CONNECTION TO THE SPECIFIC TYPE OF STRUCTURE DB DRY BULB, DECIBEL I LINEAR DIFFUSER, CEILING OR WALLROBISON REQUIRED FOR A COMPLETE OPERATING MECHANICAL SYSTEM. DIM DIMENSION O 90' ELBOW, R/D OR R/W=1.5 1. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR FLANGES AT THAT THEY ARE BEING ATTACHED T0. THIS INCLUDES, BUT IS MOUNTED (FLOW ARROWS SHOWN D. PROVIDE SHOP DRAWINGS AT NO ADDITIONAL COST TO THE PIPING CONNECTIONS TO EQUIPMENT, COILS, TRAPS, CONTROL NOT LIMITED TO, EXTERIOR BRICKS, GWB WALLS, GWB CEILING, DISCH DISCHARGE FOR NON SYMMETRICAL AIRFLOW) ENGINEERING, INC OWNER. VALVES, AND OTHER COMPONENTS TO ALLOW DISASSEMBLY FOR ETC. ON DOWN 1940140TH AVE W.SUITE 302 EA EXHAUST AIR SQUARE CORNER ELBOW WITH MAINTENANCE. -� WALL SUPPLY GRILLE (SG) I LYNNW364,33 98036 5. MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE 2. DUCTWORK: DUCTWORK SHALL BE SMOOTH SHEET METAL EAT ENTERING AIR TEMPERATURE '. J TURNING VANES 2063643343 EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITHIN THE EER ENERGY EFFICIENCY RATIO 2. REDUCERS: PROVIDE AS REQUIRED FROM LINE PIPE SIZE TO (CLASS-1). DUCTWORK THROUGH FIRE RATED STRUCTURE AND w w STRUCTURE. EF EXHAUST FAN WALL RETURN/EXHAUST GRILLE m rn EQUIPMENT, TRAP, COIL, AND CONTROL VALVE CONNECTION FLOOR SHALL BE MIN. 26 GA. STEEL MAXIMUM LENGTH OF F� 90' TAKE-OFF OR TEE SIZES. FLEXIBLE DUCTS SHALL BE 5'-0", UNLESS OTHERWISE NOTED ON EFF EFFICIENCY (RG, EG) co m 6. ACCESS DOORS: COORDINATE WITH ARCHITECT AND LOCATE ALL EG EXHAUST GRILLE `o w m DRAWINGS. DUCTWORK SIZES SHOWN ARE INSIDE CLEAR TRANSFER GRILLE (TG), DUCT m ACCESS DOORS ON SHOP DRAWINGS PRIOR TO BEGINNING OF 3. OFFSETS: PROVIDE FOR BRANCH LINES TO EQUIPMENT. ELEC ELECTRIC 615 0 Ix (D CONSTRUCTION. ACCESS DOORS IN FIRE RATED STRUCTURE DIMENSIONS. ESP EXTERNAL STATIC PRESSURE �3 CONNECTED, WALL MOUNTED W/ 90' CONICAL TAKE-OFF SHALL BE FIRE RATED. VERIFY ACCESS DOOR LOCATIONS WITH EXH EXHAUST 50 OPTIONAL CFM SHOWN ° i m w 4. DIELECTRIC UNIONS: PROVIDE AT CONNECTIONS OF DISSIMILAR 3. VOLUME DAMPERS: PROVIDE AN ACCESSIBLE MANUAL VOLUME TRANSFER GRILLE, CEILING io o a a GENERAL CONTRACTOR PRIOR TO BIDDING. EXT EXTERIOR, EXTERNAL ' PIPE. DAMPER FOR EACH SUPPLY, RETURN, OSA, AND EXHAUST �3 I MOUNTED WITH FULL-SIZED LINED 45' LATERAL TAKE-OFF a o 0 F FAHRENHEIT a N N OPENING, LOCATED AS FAR UPSTREAM AS POSSIBLE FROM THE DUCT CONNECTION o �, 7. RATED PENETRATION: DUCT PENETRATIONS THROUGH RATED FCU FAN COIL UNIT 5. REFRIGERANT PIPING: PROVIDE SIZING & INSTALLATION IN OPENING. PROVIDE A MANUAL VOLUME DAMPER FOR BRANCH PIPING TRANSITION OR REDUCER (FOT = m 0 "' ENCLOSURES SHALL BE FIRE SMOKE DAMPERED PER THE LATEST FLM FLOOR to o 0 0 FIRE/SMOKE ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. MAINS SERVING MORE THAN ONE OPENING. VOLUME DAMPERS IN -fes FLAT ON TOP, FOB = FLAT ON FPM FEET PER MINUTE EDITION OF THE UNDERWRITERS LABORATORIES(UL) FIRE NON-ACCESSIBLE CEILINGS SHALL HAVE A CONTROL ARM CD CONDENSATE DRAINAGE BOTTOM) RESISTANCE WITH HOURLY RATINGS FOR THROUGH-PENETRATION FPS FEET PER SECOND 6. CONDENSATE DRAIN: PROVIDE A P-TRAP FOR EACH HVAC UNIT EXTENDED TO AN ACCESSIBLE LOCATION. G NATURAL GAS - STD. PRESSURE FIRE STOPS SYSTEM VOLUME 2, OR SHALL BE INSTALLED IN FSD FIRE/SMOKE DAMPER # CONDENSATE PAN WITH PLUG TEES FOR CLEANING. CONDENSATE � WYE FITTING STRICT ACCORDANCE WITH THE MANUFACTURER'S UL LISTINGS DRAINS SHALL BE DISCHARGED TO AN INDIRECT WASTE OR 4. SEISMIC: PROVIDE SEISMIC RESTRAINTS FOR MECHANICAL G GAS MPG NATURAL GAS - MEDIUM PRESSURE GAL GALLONS (3M OR EQUIVALENT). DETERMINE REQUIREMENTS WITH GENERAL OUTSIDE. EQUIPMENT, PIPING, AND DUCTWORK PER SMACNA AND LOCAL GPM GALLONS PER MINUTE D PIPE CAP CONTRACTOR PRIOR TO BID. REGULATIONS. 90' RECTANGULAR TAKE-OFF WITH INSULATION/LINING NOTES GRD GRILLES, REGISTERS, PIPE PLUG 45' TAPER GWB DIFFUSERS 8. EXHAUST OUTLETS: SOURCE-SPECIFIC FANS SHALL BE VENTED 5. FILTER CLEARANCE: PROVIDE ADEQUATE CLEARANCE FOR -SII UNION HD TO OUTDOORS WITH A MINIMUM 3' CLEARANCE BETWEEN VENT 1. ENERGY CODE: AS A MINIMUM, COMPLY WITH THICKNESSES AND CHANGING AIR FILTERS. GYPSUM WALLBOARD OUTLETS AND BUILDING OPENINGS, AND 10' MINIMUM BETWEEN TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ. HD HEAD -I� FLANGE HORIZ HORIZONTAL 90' DIVERGING RECTANGULAR TEE, ` EITHER RADIUS OR TURNING VANES o VENT OUTLETS AND MECHANICAL AIR INTAKES. 6. DUCTWORK AND PIPING OUTSIDE OF MECHANICAL ROOMS SHALL HP HORSEPOWER GATE VALVE OR BALL VALVE PLAN NOTES BE CONCEALED, COORDINATE WITH THE GENERAL CONTRACTOR HPU HEAT PUMP UNIT a 9. ROOF PENETRATIONS: SEE ARCHITECTURAL DRAWINGS FOR ROOF TO FUR-OUT AS REQUIRED. BALL VALVE _ HPWR HEAT PUMP WATER RETURN m CAP, ROOF CURB, ROOF DRAIN, AND VTR DETAILS. 1. DUCTWORK SHALL BE METALLIC DUCTWORK HPWS HEAT PUMP WATER SUPPLY PRESSURE REDUCING VALVE (PRV) PARALLEL FLOW BRANCH 7. FIRE RATINGS: RATED FLOOR/CEILING JOINT SPACES HAVING HRU HEAT RECOVERY UNIT BREAK IN PIPING OR DUCTWORK CONNECTION, EITHER RADIUS OR 10. EXPOSED PIPING: PROVIDE CHROME PLATING FOR EXPOSED 2. TEST AND BALANCE WORK SHALL BE PERFORMED BY AN DUCTWORK INSIDE THEM SHALL BE FIRE/SMOKE PROTECTED TO HVAC HEATING, VENTILATING, TURNING VANES PIPING IN FINISHED ROOMS. INDEPENDENT TEST AND BALANCE AGENCY. PROVIDE (3) COPIES MAINTAIN THE 1-HOUR FLOOR/CEILING RATING PER LOCAL AND AIR CONDITIONING RL RAIN LEADER (RL) OF TEST AND BALANCE REPORT TO OWNER. JURISDICTIONS. EXHAUST DUCTWORK PENETRATING THE 1-HOUR HVU HEATING & VENTILATION OL OVERFLOW RAIN LEADER (OL) FLEXIBLE DUCT 11. PENETRATIONS: PROVIDE ESCUTCHEON PLATES FOR EXPOSED ROOF/CEILING OR FLOOR/CEILING ASSEMBLY SHALL HAVE UNIT PIPING PENETRATIONS AND SHEET METAL FLASHING FOR 3. COORDINATE DUCTWORK WITH MISCELLANEOUS OBSTRUCTIONS IN ACCESSIBLE CEILING FIRE DAMPERS. ALTERNATIVELY, THE HWR HOT WATER RETURN -fit CHECK VALVE 0 ROUND DUCT INDICATOR y EXPOSED DUCTWORK PENETRATIONS. CEILING SPACE. EXHAUST DUCTWORK SHALL BE ROUTED INSIDE A RATED SHAFT HWS HOT WATER SUPPLY c 12. SHAFT AND PLENUM CONNECTIONS: SEAL CONNECTIONS TO AIR 4. RESTROOM EXHAUST SHALL BE A MINIMUM OF 10' FROM ANY TO PROTECT THE CEILING/ROOF RATING PER THE LOCAL HX HEAT EXCHANGER JURISDICTIONS. ID INDIRECT DRAIN, INSIDE SHAFTS AIRTIGHT. PROVIDE AIRTIGHT SEAL AROUND MECHANICAL OUTSIDE AIR INTAKES. DIAMETER DRAWINGS ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, PENETRATIONS IN AIR PLENUMS. 8. FIRESTOP: PIPE, DUCT AND CONDUIT PENETRATIONS THROUGH IN INCH > AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT m 5. ROUTE DUCTWORK UNDERNEATH JOISTS UON. RATED ASSEMBLIES SHALL BE FIRE AND SMOKE STOPPED PER KW KILOWATT m 13. LIGHT FIXTURE CLEARANCE: COORDINATE LOCATIONS OF MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MECHANICAL WORK TO PROVIDE CLEARANCES OVER LIGHTING CODE. L LONG, LENGTH ISSUE DATE: 04/23/2021 6. TRANSITION DUCT UNDER BEAMS AND DUCTS. FIELD VERIFY LB POUND MANUFACTURERS STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS FIXTURES FOR REMOVAL AND REPLACEMENT. AVAILABLE CEILING CAVITY DIMENSIONS. 9. CORRIDOR THERMOSTAT: PROVIDE TAMPERPROOF THERMOSTATS MBH THOUSAND BTU PER HOUR AND INSTALLATION REQUIREMENTS. PROVIDE DUCTWORK, CONNECTIONS, ACCESSORIES, . 7COORDINATE MOUNTING HEIGHT OF DIFFUSERS WITH IN CORRIDORS. DO NOT PROVIDE PLASTIC GUARDS TO MAKE THE MECH MECHANICAL 14. CABLE TRAYS: DUCTWORK AND PIPING INSTALLED ADJACENT TO THERMOSTATS TAMPERPROOF. PROVIDE BLANK SECURABLE MCA MIN. CIRCUIT AMPACITY OFFSETS, AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. ELECTRICAL CABLE TRAYS SHALL ALLOW MINIMUM ACCESS OF 6" ARCHITECTURAL PLANS. THERMOSTAT COVERS. MOCP MAX. OVER CURRENT ABOVE AND TO THE SIDE OF CABLE TRAYS. PROTECTION SHEET METAL NOTES THESE DRAWINGS ARE BASED ON THE FOLLOWING CODES: MTD MOUNTED 0/ 15. MOTORS: COMPLY WITH ENERGY CODE ENFORCED BY AHJ FOR OSA OUTDOOR AIR MINIMUM EFFICIENCIES UNDER FULL LOAD. 1. REFERENCE: SMACNA HVAC DUCT CONSTRUCTION STANDARDS, 2012 INTERNATIONAL BUILDING CODE (IBC) OBD OPPOSED BLADE DAMPER O Q METAL AND FLEXIBLE, CURRENT EDITION. 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) OD OUTSIDE DIMENSION OR DRAWING INDEX 16. ACCESS CLEARANCES FOR MAINTENANCE AND REPLACEMENT: DIAMETER VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT 2. CLEARANCE: COORDINATE DUCTWORK WITH MISCELLANEOUS 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) OPNG OPENING 0 ACCESS CLEARANCES CAN BE MET. COORDINATE LOCATIONS OF OBSTRUCTIONS IN CEILING SPACE. 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) P PUMP MECHANICAL WORK AND WORK OF OTHER TRADES TO PROVIDE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) PD PRESSURE DROP, PUMPED INCLUDED IN SET Q ACCESS CLEARANCES FOR SERVICE AND MAINTENANCE. 3. ROUND ELBOWS AND OFFSETS: FULL RADIUS (R/D = 1.5), DRAIN '^ 5-PIECE SEGMENTED OR STAMPED. REFER TO SMACNA HVAC POC POINT OF CONNECTION V COORDINATION REQUIREMENTS FIG 2-7, 3-3. DO NOT USE ANGLED OFFSET (TYPE 1). MITERED PRV PRESSURE REDUCING VALVE w N OFFSET (TYPE 2) MAY BE USED UP TO 30 DEGREE OFFSET PSIG POUNDS PER SQUARE o m 1. PIPING: COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ANGLE. IN GAUGE , Z ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE RA RETURN AIR N Q EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT THE 4. ROUND TEES AND LATERALS: CONICAL TEE PER SMACNA HVAC RD ROOF DRAIN w SITE PRIOR AND DURING THE CONSTRUCTION. FIG 3-5; DO NOT USE STRAIGHT TEE; DO NOT USE CONICAL REF REFERENCE SADDLE TAP FOR EXPOSED DUCTWORK IN FINISHED SPACES. RF RELIEF FAN DWG DESCRIPTION 2. DUCTWORK: LOCATE AND COORDINATE THE EXACT LOCATION OF 90-DEGREE TEE WITH OVAL TO ROUND TAP, LATERAL, AND RG RETURN GRILLE MOOD LEGEND, GENERAL NOTES, DRAWING INDEX X Q a DUCTWORK WITH STRUCTURAL PLANS AND WITH THE GENERAL 45-DEGREE RECTANGULAR LEAD-IN PER SMACNA HVAC FIG 3-4. RPM REVOLUTIONS PER MINUTE !� v CONTRACTOR PRIOR TO INSTALLATION OF ANY STRUCTURE OR SA SUPPLY AIR M001 MECHANICAL SCHEDULES, TABLES, CALCULATIONS AND DETAILS ' SO N o EQUIPMENT. COORDINATE WITH FRAMING CONTRACTOR TO ASSURE 5. RECTANGULAR ELBOWS AND OFFSETS: FULL RADIUS WHERE SCH SCHEDULE li 0 U) SUPPLY FAN, SQUARE FOOT M103 DEMO ROOF PLAN X Z JOIST SPACES LINE UP WHEN DUCTWORK MUST PASS THROUGH SPACE PERMITS, R/W = 1.5; OTHERWISE USE SQUARE CORNER SF mo z DIFFERENT JOIST SPACES. ELBOW WITH TURNING VANES. SENS SENSIBLE M104 NEW ROOF PLAN X O W m N d SG SUPPLY GRILLE aw o SMACNA SHEET METAL AND AIR V o I- o CONDITIONING CONTRACTORS NATIONAL ASSOCIATION CONTRACTOR SUBSTITUTIONS & REVISIONS PRE-CON MEETING NOTES SO SCREENED OPENING SP STATIC PRESSURE SS STAINLESS STEEL, CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION MEETING WITH THE ENGINEER FOR THE SANITARY SEWER CONTRACTOR SUBSTITUTIONS & REVISIONS: PLEASE SUBMIT PROPOSALS FOR SUBSTITUTIONS OR REVISIONS PURPOSE OF REVIEWING THE WORK PRIOR TO ORDERING ANY EQUIPMENT OR PERFORMING ANY SQ SQUARE COURTYARD FOR REVIEW AND APPROVAL PRIOR TO ORDERING MATERIAL OR DOING WORK. FOR EQUIPMENT THAT IS TG TRANSFER GRILLE BY MARRIOTT WORK. THE MEETING SHALL BE LOCATED AT THE PROJECT SITE ON A DATE AND TIME TO BE SCHEDULED BY MANUFACTURER'S NAME AND CATALOG DESIGNATIONS, THE MANUFACTURER'S PUBLISHED TYP TYPICAL MUTUALLY AGREED. THE MEETING WILL BE A WORKING SESSION. THE MEETING WILL BE FACILITATED DATA AND/OR SPECIFICATION FOR THAT ITEM ARE CONSIDERED PART OF SPECIFICATION. ENGINEERING COSTS BY THE ENGINEER AND THE AGENDA WILL INCLUDE A DETAILED REVIEW OF THE PLANS AND UH UNIT HEATER FOR REVISING MEP PLANS SHALL BE ADDRESSED IN THE COST ANALYSIS OF THE SUBSTITUTIONUON UNLESS OTHERWISE NOTED SPECIFICATIONS, CROSS CHECK WITH OTHER TRADES FOR COORDINATION ISSUES, REVIEW OF PROPOSAL. CONTRACTOR TO COORDINATE WITH ENGINEER AND DETERMINE ASSOCIATED DESIGN AND V VENT PERMITTING COSTS. CONTRACTOR SHALL BE RESPONSIBLE FOR OTHER COSTS ASSOCIATED WITH UNFORESEEN PROPOSED PRODUCTS, REVIEW OF PLANNED MEANS AND METHODS,AND ON-SITE INVESTIGATION OF VENT VENTILATION, VENTILATOR ISSUES RESULTING FROM SUBSTITUTIONS OR REVISIONS. FIELD CONDITIONS RELATIVE TO EXISTING CONDITIONS THAT COULD AFFECT THE WORK. PERSONS VTR VENT THRU ROOF ATTENDING THE MEETING SHALL BE KNOWLEDGEABLE OF THE PROJECT AND SHALL BE THE VV WASTE, WATT, WIDE SPECIFIC PERSONS INTENDED TO CONTINUE WITH THE PROJECT THROUGH TO COMPLETION. IF W WET BULB TEMPERATURE PROJECT#: 1940 REQUIRED, REVISED PLANS WILL BE ISSUED THROUGH OFFICIAL CHANNELS. CHANGES IN THE BID (TEMPERATURE) PRICE WILL BE DISCUSSED, BUT NO CHANGE ORDERS WILL BE ISSUED UNLESS PROCESSED THOUGH DRAWN BY. JN OFFICIAL CHANNELS. IT SHALL BE UNDERSTOOD THAT THE ENGINEER HAS NO AUTHORITY TO ISSUE CHECKED BY: JMR CHANGE ORDERS. THE FOLLOWING TRADES SHALL BE REPRESENTED FOR THE MINIMUM TIME INDICATED: LEGEND, NOTES, DRAWING INDEX MECHANICAL SHEET METAL 4 HOURS PLUMBING/PIPING 4 HOURS ELECTRICAL 4 HOURS SPRINKLER 2 HOURS w GENERAL CONTRACTOR ALL SESSIONSO O O 0 w m w w w n J 1L SCHEDULES JEFFREY AMILLIAMS ARCHITECT AIA 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 p PROFFS �N I NfF `r�o � EQUIPMENT SCHEDULE AIRFLOW RANGE, STATIC THROAT SIZE, o titi CALLOUT DESCRIPTION CFM PRESSURE IN WEIGHT, LB HEIGHT, IN IN BASIS OF DESIGN (1) �fq 3 p c 2 RK 4 ROe�' h�23 PENTHOUSE LOUVER ROOF EXHAUST LOUVER 0-4500 0.038 80 5 36x36 GREENHECK WRH ROOF CURB ROOF CURB — — — 12 — GREENHECK GPI-44–G12 NOTES: (1) ALL DIFFUSERS, REGISTERS, AND GRILLES SHALL BE FACTORY PRIMED FOR CUSTOM 03 PAINTING BY OTHERS. ROBISON ENGINEERING, INC 19401 40TH AVE W,SUITE 302 y X li LYNNWOOD,WA 98036 Actual L Actual w 2063643343 ww N0 " - w m 1.75 I ! 4W L:xP.Ek HEIi>H t c o o_ o_ A A N N ■I II C. I�TW x TL rn . +_cuaB cAP WlarEl •: Flange w Flange L C.-R11 CAP LEND711 rz 0 a a D Y Q Mm LL ISSUE DATE: 04/23/2021 r O0 NN Lf. N CQ Ld. G ,w W Lv_ � 0 T `y C U / Q) F- > O U L N N O V 0 7 � rn � U) p z OwK 0 V w a o COURTYARD BY MARRIOTT PROJECT#: 1940 DRAWN BY: JN CHECKED BY: JMR MECHANICAL SCHEDULES, TABLES, CALCULATIONS AND DETAILS w 0 Eb M001 z Lu w W J LL �V JEFFREY AMILLIAMS ARCHITECT AIA 15200 52nd Ave. South Suite 300 Seattle, WA 88 Phone 206.766.66.8300 D P 1 7 � 19 15,42 y Of r ti r eo `Lo L �sgRK R R06 h�Z3�Z -1w ROBISON ENGINEERING, INC 19401 40TH AVE W,SUITE 302 LYNNWOOD,WA 98036 206-364,3343 ` w I— W W U) !n U) O c W (L o LF y 0 � GI v 0 0 o a a m � N N M O O Iq N N — O M (E)96x48 EXHAUST PLENUM. N o 0 0 (E)96x48 EXHAUST PLENUM. DEMO EXHAUST LOUVER, DUCTWORK IN ATTIC. DEMO EXHAUST LOUVER, A DUCTWORK IN ATTIC. B 0 / a z 0 O m m 0 (E)EXHAUST ISSUE DATE: 04/23/2021 DUCTWORK (E)EF-1 (E)EPF-1 (E)EXHAUST DUCTWORK (E)RTU-1 (E)MAU -- (E)RTU-2 (E)EF-2 F" F" 0/ 20 C .40F2 CQ x C Q TYP. OF 4 0 0 m (E)SPF-1 TYP. OF 4 �Q// O 20"0 E)SPF-2 Q 3 v TYP. OF 4 / a g r > m U c N p F O d Dz I U) : z / O 111 °C DEMq STAIR PRESSURIZATION SYSTEM DEMO STAIR PRESSURIZATION U R a 0 0 INCLUDING FAN (SPF-1), LOUVER, SYSTEM INCLUDING FAN (SPF-2), UCfWORK, TRANSFER DUCT SYSTEM, LOUVER, DUCTWORK, TRANSFER H AND ASSOCIATED ELECTRICAL WIRING. '(E)96x48 INTAKE PLENUM. DUCT SYSTEM, AND ASSOCIATED L (E)96x48 INTAKE PLENUM. ELECTRICAL WIRING. COURTYARD BY MARRIOTT PROJECT#: 1940 DRAWN BY: JN CHECKED BY: JMR DEMO ROOF PLAN DEMO ROOF PLAN U) co MECHANICAL FLOOR PLAN M103 w w o_ LL SCALE: 1/4" = 1'-0" VV JEFFREY AMILLIAMS ARCHITECT AIA 15200 52nd Ave. South Suite 300 Seattle, WA 98188 Phone 206.766.8300 p PROFF 1 7 13 19 rj ��, I N fF�s/oy W 15.42 x- i �igRk 4 ROe�S A��3�2 01 ROBISON ENGINEERING, INC 19401 40TH AVE W,SUITE 302 LYNNWOOD,WA 98036 206-3643343 F- I-- Lu W W U U) U) 0 c W m a F- 0 O w m c o a a W W o 0 Ip N N O � 0 m M N y D O O A PROVIDE EXHAUST PENTHOUSE PROVIDE EXHAUST PENTHOUSE LOUVER ON NEW ROOF. EXTEND LOUVER ON NEW ROOF. EXTEND EXISTING DUCTWORK IN ATTIC TO EXISTING DUCTWORK IN ATTIC TO NEW PENTHOUSE LOUVER LOCATION. NEW PENTHOUSE LOUVER LOCATION. I B c 0 V o. V m Q A 7 m (E)EXHAUST ISSUE DATE: 04/23/2021 DUCTWORK (E)EF_1 (E)EXHAUST (E)EPF-1 DUCTWORK (E)RTU-2 (E)RTU-1 (E)MAU (E)EF-2 O LL Q IQI^^ V m Np Z rm O T Y U L L U rN p N W {� O ) K � Z j � 0 z O '0 N U U � `m U w H � _ COURTYARD ' BY MARRIOTT PROJECT#: 1940 DRAWN BY: JN CHECKED BY: JMR NEW ROOF PLAN NEW ROOF PLAN 0 Z MECHANICAL FLOOR PLAN w M M104 W SCALE: 1/4" = 1'-0"