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Plans (13) BUP2019 -00035 ( REVISION ) 1of2 owner Twalit Middle Schooly !� �VED Tigard-Tualatin School District 6960 SW Sandburg Street JUN 10 2019 Tigard, OR 97223 Tigard =Tualatin o 0 District t: 503 4314000 f: (503)4314047 CITY OF TICAL ( ) BUILDING UMION 14650 SW 97th Ave , igar architect Dull Olson Weekes- IBI Group Architects Inc. 907 SW Stark Street Portland, Oregon 97205 t: (503) 226 6950 f: (503) 273 9192 CONTENTS project manager DAY CPM Reference ®In Reference only 12745 SW Beaverdam Rd, #120 structural mechanical Nat part of t ip �� plumbing Reference only electrical Reference oniy technology Not part of this permr� food service Beaverton, Oregon 97005 S0.00 COVER SHEET M0.01 SYMBOLS, LEGENDS &ABBREVIATIONSS ME�WAL P0.01 SYMBOLS, LEC*I F;@fI1 ISI CI IBING E0.01 SYMBOLS, LEC E IN, Sp�C ICAL T0.01 SYMBOLS, LEGENDS &ABBREVIATIONS-TECHNOLOGY FS1.00 SYMBOLS, NoSetwence only t: (503) 6414100 S0.01 GENERAL STRUCTURAL NOTES M0.02 SCHEDULES-MECHANICAL P0.02 SCHEDULES- PLUMBING E0.02 LUMINAIRE SCHEDULE-LIGHTING TO.11 SITE PLAN-TECHNOLOGY FS1.01 REFERENCE P } ,.��} Of thlS permit S0.02 GENERAL STRUCTURAL NOTES M0.03 SCHEDULES-MECHANICAL E0.10 EXISTING SITE PLAN -POWER FS1.02 EQUIPMENT FIIO�F�41tl' S0.03 SPECIAL INSPECTION M0.04 SCHEDULES-MECHANICAL P2.00 UNDERGROUND PLAN OVERALL- PLUMBING E0.20 SITE PLAN -ELECTRICAL T1.01 FIRST FLOOR DEMOLITION PLAN-TECHNOLOGY M0.05 SCHEDULES-MECHANICAL P2.01 FIRST FLOOR PLAN OVERALL- PLUMBING E0.23 SITE PLAN SECTOR 3-ELECTRICAL T1.02 SECOND FLOOR DEMOLITION PLAN-TECHNOLOGY FS2.01 EQUIPMENT SCHEDULE civil engineer S2.02A OVERALL LIVE LOAD SECOND FLOOR FRAMING PLAN P2.02 SECOND FLOOR PLAN OVERALL- PLUMBING FS3.01 PLUMBING PLAN KPFF Consulting S2.03A OVERALL SNOW LOAD ROOF FRAMING FLOOR PLAN M2.00 UNDERGROUND PLAN - MECHANICAL E1.01 FIRST FLOOR DEMOLITION PLAN- ELECTRICAL T2.01 FIRST FLOOR PLAN OVERALL-TECHNOLOGY g Engineers M2.01 OVERALL FIRST FLOOR PLAN-MECHANICAL P2.10 FIRST FLOOR PLAN SECTOR A-PLUMBING E1.02 SECOND FLOOR DEMOLITION PLAN-ELECTRICAL T2.02 SECOND FLOOR PLAN OVERALL-TECHNOLOGY FS4.01 ELECTRICAL PLAN 111 SW 5th Avenue, Suite 2500 S2.10 FIRST FLOOR FOUNDATION PLAN -SECTOR A M2.02 OVERALL SECOND FLOOR PLAN-MECHANICAL P2.1 OU UNDERGROUND PLAN SECTOR A- PLUMBING T2.03 OVERALL ROOF PLAN-TECHNOLOGY Portland, Oregon 97204 S2.11 FIRST FLOOR FOUNDATION PLAN -SECTOR B M2.03 OVERALL ROOF PLAN -MECHANICAL P2.11 FIRST FLOOR PLAN SECTOR B-PLUMBING E2.01 FIRST FLOOR PLAN -POWER T2.10 FIRST FLOOR PLAN SECTOR A-TECHNOLOGY FS5.01 REFRIGERATION & CONDUIT PLAN t: 503 227 3251 S2.12 FIRST FLOOR FOUNDATION PLAN -SECTOR C M2.10 FIRST FLOOR PLAN SECTOR A-MECHANICAL P2.11 U UNDERGROUND PLAN SECTOR B - PLUMBING E2.10 FIRST FLOOR PLAN SECTOR A-POWER T2.11 FIRST FLOOR PLAN SECTOR B-TECHNOLOGY FS5.02 WALK-IN DETAILS ( ) S2.14 FIRST FLOOR FOUNDATION PLAN -SECTOR E M2.11 FIRST FLOOR PLAN SECTOR B-MECHANICAL P2.12 FIRST FLOOR PLAN SECTOR C-PLUMBING E2.11 FIRST FLOOR PLAN SECTOR B-POWER T2.12 FIRST FLOOR PLAN SECTOR C-TECHNOLOGY FS5.03 WALK-IN DETAILS M2.12 FIRST FLOOR PLAN SECTOR C-MECHANICAL P2.13U UNDERGROUND FIRST FLOOR PLAN SECTOR D- PLUMBING E2.12 FIRST FLOOR PLAN SECTOR C-POWER T2.14 FIRST FLOOR PLAN SECTOR E-TECHNOLOGY FS5.04 REFRIGERANT DETAILS S2.20 SECOND FLOOR FRAMING PLAN -SECTOR A M2.14 FIRST FLOOR PLAN SECTOR E-MECHANICAL P2.14 FIRST FLOOR PLAN SECTOR E-PLUMBING E2.14 FIRST FLOOR PLAN SECTOR E- POWER T2.20 SECOND FLOOR PLAN SECTOR A-TECHNOLOGY S2.21 SECOND FLOOR FRAMING PLAN -SECTOR B M2.20 SECOND FLOOR PLAN S RA-MECHANICAL P2.14U UNDERGROUND PLAN SECTOR E - PLUMBING E2.20 SECOND FLOOR PLAN SECTOR A-POWER T2.21 SECOND FLOOR PLAN SECTOR B-TECHNOLOGY FS6.01 BUILDING WORKS & EXHAUST FAN landscape architect S2.22 SECOND FLOOR FRAMING PLAN -SECTOR C M2.21 SECOND FLOOR PLAN S -MECHANICAL E2.21 SECOND FLOOR PLAN SECTOR B-POWER T2.22 SECOND FLOOR PLAN OERC-TECHNOLOGY FS6.02 HOOD DETAILSAtlas Landscape Architecture S2.23 SECOND FLOOR FRAMING PLAN -SECTOR D M2.22 SECOND FLOOR PLAN C-MECHANICAL P2.20 SECOND FLOOR PLAN SECTOR A- PLUMBING E2.22 SECOND FLOOR PLAN SECTOR C-POWER T2.23 SECOND FLOOR PLAN F -TECHNOLOGY FS6.03 HOOD DETAILS52.24 SECOND FLOOR FRAMING PLAN -SECTOR E M2.23 SECOND FLOOR PLAN D-MECHANICAL P2.21 SECOND FLOOR P SECTOR B- PLUMBING E2.23 SECOND FLOOR PLAN SECTOR D-POWER T2.24 SECOND FLOOR PLAN -TECHNOLOGY 12562 SW Main Street, Suite 210 M2.24 SECOND FLOOR P ER E-MECHANICAL P2.22 SECOND FLOOR P TOR C-PLUMBING E2.24 SECOND FLOOR PLAN,rfpE TOR E-POWER ® l FS7.01 EQUIPMENT ELEVATIONS Tigard, Oregon 97223 S2.40 ROOF FRAMING PLAN -SECTOR A M2.50 ROOF PLAN SECT HANICAL P2.23 SECOND FLOO CTOR D-PLUMBING E2.50 ROOF PLAN SECTOR T3.10 FIRST FLOOR SECTO RlECTED CEILING PLAN -TECHNOLOGY FS7.02 EQUIPMENT ELEVATIONS t: 503 224 5238 S2.41 ROOF FRAMING PLAN -SECTOR B M2.51 ROOF PLAN SECT ECHANICAL P2.24 SECOND FLOO ECTOR E-PLUMBING E2.51 ROOF PLAN SECTOR T3.11 FIRST FLOOR SECT E ECTED CEILING PLAN-TECHNOLOGY ( ) S2.42 ROOF FRAMING PLAN -SECTOR C M2.52 ROOF PLAN SE MECHANICAL j E2.52 ROOF PLAN SECTOR T3.12 FIRST FLOOR SEC ELECTED CEILING PLAN -TECHNOLOGY FS8.01 CONSTRUCTION DETAILS S2.42A ROOF FRAMING PLAN -SECTOR C M2.53 ROOF PLAN S -MECHANICAL P2.50 ROOF P G R A- PLUMBING E2.53 ROOF PLAN SEC R T3.14 FIRST FLOOR S EFLECTED CEILING PLAN -TECHNOLOGY FS8.02 CONSTRUCTION DETAILS S2.43 ROOF FRAMING PLAN _SECTOR D M2.54 ROOF PLAN -MECHANICAL P2.51 ROOF P ` R B _PLUMBING E2.54 ROOF PLANS F� -POWER T3.20 SECOND FLOO CR A REFELCTED CEILING PLAN-TECHNOLOGY S2.44 ROOF FRAMING PLAN SECTOR E P2.52 ROOF TOR C PLUMBING T3.21 SECOND FLO OR B REFLECTED CEILING PLAN-TECHNOLOGY structural engineer � 9 M3.01 OVERAL OR PLAN - HVAC PIPING P2.53 RO CTOR D -PLUMBING E3.10 FIRST FLOECTOR A-LIGHTING T3.22 SECOND FL SI C REFLECTED CEILING PLAN-TECHNOLOGY C i ��X Froelich Consulting Engineers S3.10 EXTERIOR ELEVATIONS M3.02 OVERAL FLOOR PLAN -HVAC PIPING P2.54 RO SECTOR E - PLUMBING E3.11 FIRST F SECTOR B-LIGHTING T3.23 SECOND F A�RCTOR D REFLECTED CEILING PLAN-TECHNOLOGY l� eC E3.12 FIRST P SECTOR C-LIGHTING T3.24 SECON CTOR E REFLECTED CEILING PLAN-TECHNOLOGY 6969 SW Hampton Street S3.11 INTERIOR DEMO ELEVATIONS 'Q �� M4.01 ENLARGED PLANS-MECHANICAL P4.01 Q ED PLANS - PLUMBING E3.14 FIR O CP SECTOR E-LIGHTING CM OF T`IGARD S3.12 INTERIOR DEMO ELEVATIONS !EtTILS "'(�' �i FOR CODE COMPLIANCE Portland, Oregon 97223 S3.13 INTERIOR DEMO ELEVATIONS M4.02 ENLARGED PLANS-MECHANICAL E3.20 SE D OR RCP SECTOR A-LIGHTING T4.01 ENLARGED PL S-TECHNOLOGY t: (503) 624 7005 S3.14 INTERIOR DEMO ELEVATIONS P5.01 - PLUMBING E3.21 SECO OOR RCP SECTOR B-LIGHTING T4.02 RACK ELEVATIONS-TECHNOLOGY S3.15 INTERIOR DEMO ELEVATIONS M5.01 DETAILS -MECHANICAL E3.22 SECON FLOOR RCP SECTOR C- LIGHTING T4.03 ENLARGED PLANS-TECHNOLOGY Approved: j S3.20 INTERIOR DEMO DETAILS M5.02 DETAILS -MECHANICAL P6.01 DIAGRAMS - PLUMBING E3.23 SECOND FLOOR RCP SECTOR D-LIGHTING T4.04 ENLARGED PLANS-TECHNOLOGY OTC: P6.02 DIAGRAMS- PLUMBING E3.24 SECOND FLOOR RCP SECTOR E-LIGHTINGs food service S4.01 STAIRS FLOOR FRAMING AND ELEVATION PLANS-SECTOR A M6.01 DIAGRAMS-MECHANICAL P6.03 DIAGRAMS - PLUMBING T5.01 DETAILS-TECHNOLOGY permit : S4.02 STAIRS FLOOR FRAMING AND ELEVATION PLANS-SECTOR B P6.04 DIAGRAMS- PLUMBING E4.01 ENLARGED PLANS-ELECTRICAL T5.02 DETAILS-TECHNOLOGY &ddress: J 0 Sw Webb Food Service Design S4.03 STAIRS FLOOR FRAMING AND ELEVATION PLANS-SECTOR C M7.01 CONTROL DIAGRAMS-MECHANICAL P6.05 DIAGRAMS- PLUMBING E4.02 ENLARGED PLANS-ELECTRICAL T5.03 DETAILS-TECHNOLOGY 1530 S. Lewis Street S4.04 STAIRS FLOOR FRAMING AND ELEVATION PLANS-SECTOR C M7.02 CONTROL DIAGRAMS-MECHANICAL P6.06 DIAGRAMS- PLUMBING T5.04 DETAILS-TECHNOLOGY suits M. S4.05 STAIRS FOUNDATION AND FLOOR FRAMING PLAN-SECTOR E P6.07 DIAGRAMS- PLUMBING E5.01 ONE LINE DIAGRAM - NORMAL POWER - ELECTRICAL By. r Date: � Anaheim, CA 92805 S4.06 ELEVATOR FLOOR FRAMING AND ELEVATION PLANS E5.02 ONE LINE DIAGRAM - EMERGENCY POWER- ELECTRICAL T6.01 DIAGRAMS-TECHNOLOGY t: (714) 508 1880 S4.07 RAMP PLANS AND ELEVATIONS E5.03 ONE LINE DIAGRAM - PHOTOVOLTAICS-ELECTRICAL T6.02 DIAGRAMS-TECHNOLOGY S4.10 STAIR FRAMING DETAILS T6.03 DIAGRAMS-TECHNOLOGY S4.11 STAIR FRAMING DETAILS E6.01 DETAILS-ELECTRICAL S4.12 STAIR FRAMING DETAILS fire protection E6.02 DETAILS-ELECTRICAL mechanical engineer S4.13 STAIR AND ELEVATOR FRAMING DETAILS p g E7.01 MECHANICAL EQUIPMENT CONNECTION SCHEDULE PAE Engineers S4.20 CEILING FRAMING PLAN-SECTOR E FP0.01 SYMBOLS, LEGENDS &ABBREVIATIONS-FIRE PROTECTION E7.02 LIGHTING RELAY CONTROL SCHEDULE 522 SW 5th Avenue, Suite 1500 FP2.01 FIRST FLOOR PLAN -FIRE PROTECTION S5.00 FOUNDATION DETAILS FP2.02 SECOND FLOOR PLAN - FIRE PROTECTION E8.01 PANEL SCHEDULES Portland, Oregon 97204 S5.01 FOUNDATION DETAILS E8.02 PANEL SCHEDULES t: (503) 226 2921 S5.02 FOUNDATION DETAILS E8.03 PANEL SCHEDULES S5.03 FOUNDATION DETAILS SPE CIAL INSPECTION REQUIRED S5.04 FOUNDATION DETAILS E9.01 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS E9.02 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS tare C>f C" ?r311 9S(r!lCtUral speciam/COC�9 electrical engineer S6.00 WOOD FRAMING DETAILS E9.03 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS Concreteg S6.01 WOOD FRAMING DETAILS E9.04 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS and Ra'nforcingSteel PAE Engineers S6.02 WOOD FRAMING DETAILS E9.05 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS Boli lit !lou in Concrete 522 SW 5th Avenue, Suite 1500 S6.03 WOOD FRAMING DETAILS E9.06 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS VALIDITY OF PERMIT ® Special,"" ment-Resisting C°ncrMme ete F THE ISSUANCE OF A PERMIT Portland, Oregon 97204 S6.10 STEEL FRAMING DETAILS PM11torcing Steel&Pr BASED ON CONSTRUCTION t: (503) 226 2921 S6.11 STEEL FRAMING DETAILS 8t�n9SteelTend,, DOCUMENTS AND OTHER S7.00 ROOF FRAMING DETAILS St u"tur&i welding DATA SHALL NOT PREVENT S7.01 ROOF FRAMING DETAILS High-Strenght Bolting THE CODE OFFICIAL FROM technology S7.02 ROOF FRAMING DETAILS utrttr<t;�r;; RE(]UIRING MNTHE CORRECTION S7.03 ROOF FRAMING DETAILS sonry OF ERRORS.OSSC 105.4 PAE Engineers SyFsum Concrete 522 SW 5th Avenue, Suite 1500 S8.00 STANDARD SHEAR WALL DETAILS Insu!a:, Portland, Oregon 97204 G Uoncrele Fill t: (503) 226 2921 S9.20 CANOPY DETAILS S9.10 CANOPY FLOOR FRAMING AND ELEVATION PLANS � Sisra ''ri 1?�YA ed Fire-Resistive Mata,,,, ' P'!ir°c-s,D:;1!ed Piers and Caisson3 utictcrepe F 3. .xcavation and Filling S+noke-Coritrc.I ystems Other InsPeCtions � aI B I ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS VICINITY MAP ALTERNATES L-_ ANGLE EL ELEVATION L LENGTH RO ROUGH OPENING PROJECT ADD ALTERNATES & AND ELEC ELECTRICAL LAV LAVATORY RCP REFLECTED CEILING PLAN NORTH AB ANCHOR BOLT EOS EDGE OF SLAB LB LAG BOLT A 1. TEMPORARY ROOF ACT ACOUSTICAL CEILING TILE ENGR ENGINEER LKR LOCKER SAHTS SELF ADHERED HIGH ADD ADDENDUM EQ EQUAL LS LANDSCAPING TEMPERATURE SHEET NORTH ARROW GRID LINE IN REPLACEMENT OF LOOSE LAID G2 BASE SHEET AESS ARCHITECTURAL EXPOSED EQUIP EQUIPMENT LVR LOUVER SAM SELF-ADHERED MEMBRANE - TRUE 1 STRUCTURAL STEEL ES EACH SIDE SC SOLID CORE NORTH 2. AUXILIARY GYM AV SYSTEM, SEE TECHNOLOGY AFF ABOVE FINISH FLOOR EW EACH WAY MATL MATERIAL SECT SECTION BASE BID AV PATHWAYS, ALTERNATE FULL BUILD OF AV SYSTEM (CABLING, LO ALS AREA LIGHT STANDARD EXP EXPANSION MB MARKERBOARD SF SQUARE FOOT Room name SPEAKERS AND EQUIPMENT) LO ALUM ALUMINUM EXT EXTERIOR MAX MAXIMUM SHTG SHEATHING 1 SIM 1 SIM O ANOD ANODIZED MECH MECHANICAL SHWR SHOWER 101 ROOM NAME& NUMBER Cfl FA FIRE ALARM MED MEDIUM SHT SHEET BUILDING DEDUCTIVE ALTERNATES BD BOARD FBO FURNISHED BY OTHERS MEZZ MEZZANINE SIM SIMILAR A101 A101 SECTION BLDG BUILDING FD FLOOR DRAIN MFR MANUFACTURER Si SEISMIC JOINT BLKG BLOCKING FDN FOUNDATION MIN MINIMUM SM SHEET METAL O STOREFRONT OR WINDOW TYPE U BM BENCH MARK FE FIRE EXTINGUISHER MIR MIRROR SQ SQUARE SIM O BOT BOTTOM FEC FIRE EXTINGUISHER CABINET MISC MISCELLANEOUS SS STAINLESS STEEL 1 WALL SECTION O BTWN BETWEEN FECB FIRE EXTINGUISHER CABINET W/ MTD MOUNTED STD STANDARD KEYNOTE REFERENCE A101 L BLANKET MTL METAL STL STEEL C CHANNEL FF FINISH FLOOR STOR STORAGE / U CB CATCH BASIN FIN FINISH (N) NEW STRUCT STRUCTUAL 1 SIM v CCTV CLOSED CIRCUIT TV FL FLOOR NA NOT APPLICABLE SUSP SUSPENDED CEILING PLANE HEIGHT-ALL DETAIL SECTION -0 CG CORNER GUARD FO FACE OF NIC NOT IN CONTRACT 0'_0„ REFERENCES TO FINISH FLOOR A101 N CIP CAST IN PLACE CONCRETE FOC FACE OF CONCRETE NOM NOMINAL T/M TO MATCH ELEVATION SIM O JI CLG CEILING FOF FACE OF FINISH NS NELSON STUD T TEMPERED GLAZING CLR CLEAR FOM FACE OF MASONRY NTS NOT TO SCALE TC TOP OF CURB O CJ CONTROL JOINT FOS FACE OF STUD TEL TELEPHONE TB 1 INTERIOR FINISH TYPE A3.01 1 EXTERIOR ELEVATION N H CMU CONCRETE MASONRY UNIT FRT FIRE RETARDANT TREATED OA OVERALL T&G TONGUE AND GROOVE 00 z CONT CONTINUOUS FTG FOOTING OC ON CENTER THK THICK LLJ CORR CORRIDOR FURR FURRING OD OVERFLOW DRAIN TO TOP OF UI CR CLASSROOM OD OUTSIDE DIAMETER TOD TOP OF DECK 1A � 0'-0" HORIZONTAL ELEVATION PLANE (o CSJ CONSTRUCTION JOINT GA GAUGE OFCI OWNER FURNISHED TOS TOP OF STRUCTURE B.O.D. HEIGHT-ALL REFERENCES TO F.F.E. cu CSMT CASEMENT GALV GALVANIZED CONTRACTOR INSTALLED TJ TOOL JOINT s- � CT CERAMIC TILE GB GRAB BAR OFOI OWNER FURNISED OWNER TP TOILET PAPER 1D A5.01 1B INTERIOR ELEVATION CTR CENTER GC GENERAL CONTRACTOR INSTALLED TS TUBE STEEL 01-01, SPOT ELEVATION -ALL O 0 CENTERLINE GL GLASS OH OVERHEAD TYP TYPICAL T.O.W REFERENCES TO F.F.E. U- pp GND GROUND OPNG OPENING 1C DBL DOUBLE GVP GYPSUMVENEERPLASTER OSP OPPOSITE UNO UNFINISHED Al RALLTYPATING HE ITHFIR AND DEFERRED SUBMITTALS (Including, but not limited to) DFL DETAIL DRINKING FOUNTAIN GWB GYPSUM WALL BOARD OS OUTSIDE UNO UNLESS NOTED OTHERWISE WALL TYPE WITH FIRE AND STCDEFERRED 1 1 HR DIA DIAMETER HB HOSE BIB PL PROPERT LINE VB BAPOR BARRIOER STC DETAIL J A101 1. METAL STAIRS, SECTION 05 51 00- METAL STAIRS O H DIAG DIAGONAL HC HANDICAP PLAS PLASTER VERT VERTICAL --- SIM 2. WOOD I-JOISTS, SECTION 06 17 33-WOOD I-JOISTS DIM DIMENSION HM HOLLOW METAL PLYWD PLYWOOD VEST VESTIBULE 3. METAL-WEB WOOD JOISTS, SECTION 06 17 36- METAL-WEB WOOD JOISTS O LU DISP DISPENSER HPC HIGH PERFORMANCE COATING PSF PER SQUARE FOOT VFY VERIFY N DOOR NUMBER-SEE DOOR 4. ALUMINUM STOREFRONT, SECTION 08 43 13-ALUMINUM-FRAMED STOREFRONTS DN DOWN HVAC HEATING,VENTILATION AND AIR PT PRESSURE TREATED Q SCHEDULE R # 5. SEISMIC ANCHORAGE FOR ACOUSTICAL CEILINGS, SECTION 09 51 00-ACOUSTICAL CEILINGS V DP DAMPROOFING CONDITIONING PVMT PAVEMENT W/ WITH 6. CANOPY HOOD/FIRE PROTECTION, SECTION 11 44 00- FOOD SERVICE EQUIPMENT DR DOOR HW HOT WATER W/O WITHOUT REVISION CLOUD 7. WALK-IN COLD STORAGE ROOMS, SECTION 11 44 00- FOOD SERVICE EQUIPMENT DS DOWN SPOUT R RADIUS WC WATER CLOSET 8. SEISMIC ANCHORAGE GENERAL REQUIREMENTS, SECTION 13 48 53-SEISMIC ANCHORAGE REQUIREMENTS v DWG DRAWING INSUL INSULATION RD ROOF DRAIN WD WOOD A120B RELITE NUMBER- SEE (:::: 9. SEISMIC ANCHORAGE DIVISIONS 21, 23, 26, 27 AND 28 EQUIPMENT, HOODS, PANELS AND OTHER COMPONENTS INT INTERIOR REF REFERENCE WF WIDE FLANGE OF MECHANICAL, PLUMBING, GAS AND ELECTRICAL SYSTEMSMO p RELITE SCHEDULE p (E) EXISTING REFR REFRIGERATOR WH WATER HEATER 10. FIRE SUPPRESSION, DIVISION 21 -� EA EACH JAN JANITOR REQ'D REQUIRED WP WATERPROOFING 11. FIRE ALARM SYSTEM, DIVISION 28 CU EF EXHAUST FAN JT JOINT REV REVISE OR REVISION WRB WEATHER-RESISTIVE BARRIER _ L EJ EXPANSION JOINT JST JOIST RM ROOM WT WEIGHT E a)i CL cc coPermit ■ o umeCm Sheet Number Sheet Name S0.00 COVER SHEET S0.01 GENERAL STRUCTURAL NOTES S0.02 GENERAL STRUCTURAL NOTES S0.03 SPECIAL INSPECTION S2.02A OVERALL LIVE LOAD SECOND FLOOR FRAMING PLAN S2.03A OVERALL SNOW LOAD ROOF FRAMING FLOOR PLAN S2.10 FIRST FLOOR FOUNDATION PLAN -SECTOR A S2.11 FIRST FLOOR FOUNDATION PLAN -SECTOR B S2.12 FIRST FLOOR FOUNDATION PLAN -SECTOR C S2.14 FIRST FLOOR FOUNDATION PLAN-SECTOR E S2.20 SECOND FLOOR FRAMING PLAN-SECTOR A S2.21 SECOND FLOOR FRAMING PLAN-SECTOR B S2.22 SECOND FLOOR FRAMING PLAN-SECTOR C S2.23 SECOND FLOOR FRAMING PLAN -SECTOR D S2.24 SECOND FLOOR FRAMING PLAN -SECTOR E S2.40 ROOF FRAMING PLAN -SECTOR A S2.41 ROOF FRAMING PLAN -SECTOR B S2.42 ROOF FRAMING PLAN -SECTOR C 4 S2 42A UPPER ROOF FRAMING PLAN -SECTOR C S2.43 ROOF FRAMING PLAN-SECTOR D �I S2.44 ROOF FRAMING PLAN-SECTOR E I B I S3.1 y 0 INTERIOR RIOR DEMO ELEVATIONS EXTERIOR ELEVATIONS 1 1 WR R y " S3.12 INTERIOR DEMO ELEVATIONS S3.13 INTERIOR DEMO ELEVATIONS Dull Olson Weekes - IBI Group S3.14 INTERIOR DEMO ELEVATIONS Architects, Inc. S3.15 INTERIOR DEMO ELEVATIONS o S3.20 INTERIOR DEMO DETAILS r W ' _ Stark Street Portland OR 97205 " S4 01 STAIRS FLOOR FRAMING AND ELEVATION PLANS SECTOR A USA S4 02 STAIRS FLOOR FRAMING AND ELEVATION PLANS SECTOR B S4.03 STAIRS FOUNDATION AND FLOOR FRAMING PLAN-SECTOR C S4.04 STAIRS FOUNDATION AND FLOOR FRAMING PLAN-SECTOR C tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com r- _ S4.05 STAIRS FLOOR FRAMING AND ELEVATION PLANS-SECTOR E S4.06 ELEVATOR FLOOR FRAMING AND ELEVATION PLANS www.ibigroup.com S4.07 RAMP PLANS AND ELEVATIONS � I S4.10 STAIR FRAMING DETAILS S4.11 STAIR FRAMING DETAILS �� ..' S4.12 STAIR FRAMING DETAILS >� S4.13 STAIR AND ELEVATOR FRAMING DETAILS tiJDTU,�q,,q, S4.20 CEILING FRAMING PLAN SECTOR E , r S5.00 FOUNDATION DETAILS = S5.01 FOUNDATION DETAILS - .y;s S5.02 FOUNDATION DETAILS - S5.03 FOUNDATION DETAILS FOUNDATION DETAILS OREGON S6.00 WOOD FRAMING DETAILS 14 S6.01 WOOD FRAMING DETAILSG k� S6.02 WOOD FRAMING DETAILS - j S6.03 WOOD FRAMING DETAILS EXPIRES:M3t?- �` S6.10 STEEL FRAMING DETAILS STEEL FRAMING DETAILS S7.00 ROOF FRAMING DETAILS S7.01 ROOF FRAMING DETAILS S7.02 ROOF FRAMING DETAILS S7.03 ROOF FRAMING DETAILS S8.00 STANDARD SHEAR WALL DETAILS S9.10 CANOPY FLOOR FRAMING AND ELEVATION PLANS F R O E L I C H S9.20 CANOPY DETAILS ENGINEERS 8 17700 SW Upper Boones Ferry Rd. '` " Suite#115 Portland, Oregon 97224 Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. froelich-engineers.com FE# 17-TO52 V J O O d- O 0CCN Cn Of V � 0 STRUCTURAL LEGEND / INCH DBA DEFORMED BAR ANCHOR HAS HEADED ANCHOR STUD OD OUTSIDE DIAMETER THK THICK C # NUMBER, POUND DBL DOUBLE HC HOLLOW CORE OH OVERHEAD THIRD THREADED co & AND DEFL DEFLECTION HCP HOLLOW CORE PLANK OPNG OPENING TOB TOP OF BEAM cz FEET DEMO DEMOLITION HDD HEADED ANCHOR STUD OPP OPPOSITE, OPPOSITE HAND TOC TOP OF COLUMN, TOP OF CURB - INDICATES FOOTING TYPE, REF J#@ XX" _ - INDICATES JOIST TYPE AND SCHEDULE. ~-�� SPACING, REF PLANS &JOIST (V AT DEPT DEPARTMENT HDR HEADER OSWJ OPEN WEB STEEL JOIST TOF TOP OF FOOTING FRAMING SCHEDULE. j (E) EXISTING DET DETAIL HEX HEXAGONAL TOJ TOP OF JOIST XX_ DF DOUG FIR (DOUGLAS FIR HM HOLLOW METAL P/L PROPERTY LINE TOL TOP OF LINTEL, LANDING - INDICATES STRUCTURAL - INDICATES DIRECTION DECK OR O (N) NEW ) SHEATHING TO SPAN. ti O O COLUMN STARTING AT THIS DIA DIAMETER HORIZ HORIZONTAL PAF POWDER ACTUATED FASTENERS TOL TOLERANCE 07 AB ANCHOR BOLT DIAG DIAGONAL HSS HOLLOW STRUCTURAL SHAPE PC PRECAST TOP TOP OF PIER, TOP OF PLATE �xxLEVEL. REF COLUMN SCHEDULE. �` - INDICATES ELEVATION. �� M ACI AMERICAN CONCRETE INSTITUTE DIAPH DIAPHRAGM HT HEIGHT PCF POUNDS PER CUBIC FOOT TOPV TOP OF PAVEMENT ADD ADDENDUM, ADDITION DIM DIMENSION HVAC HEATING, VENTILATION,AIR CONDITIONING PERF PERFORATE, PERFORATED, PERFORMANCE TOS TOP OF SLAB, TOP OF STEEL CZ O - INDICATES KEYED NOTE. O M M ADJ ADJUST, ADJUSTABLE DKG DECKING PERIM PERIMETER TOW TOP OF WALL LCA O O co LO LO AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL DL DEAD LOAD IBC INTERNATIONAL BUILDING CODE PE PROFESSIONAL ENGINEER TRANS TRANSVERSE - INDICATES COLUMN ABOVE. AFF ABOVE FINISH FLOOR DWG DRAWING ICF INSULATED CONCRETE FORMS PERP PERPENDICULAR TRANSL TRANSLUCENT \\' - INDICATES CHANGE IN SLOPE. ALT ALTERNATE DWGS DRAWINGS ID INSIDE DIAMETER PL PLATE TYP TYPICALL J -INDICATES COLUMN BELOW. ALUM ALUMINUM DWL DOWEL IN INCH, INCHES PLF POUNDS PER LINEAL FOOT 1-77A - INDICATES STEP IN ELEVATION. APPROX APPROXIMATELY INFO INFORMATION PLWD PLYWOOD UNO UNLESS NOTED OTHERWISE ARCH ARCHTECTURE EIFS EXTERIOR INSULATED FINISH SYSTEM INSP INSPECTION PNL PANEL UTIL UTILITY - INDICATES STRUCTURAL STUD WALL ASTM AMERICAM SOCIETY FOR TESTING AND MATERIALS ELEV ELEVATOR INSUL INSULATION PREFAB PREFABRICATED ABOVE. AVG AVERAGE ENGR ENGINEER INT INTERIOR PREFIN PREFINISHED VERT VERTICAL AWS AMERICAN WELDING SOCIETY EOR ENGINEER OF RECORD PSF POUNDS PER SQUARE FOOT VFY VERIFY - INDICATES WOOD SHEATHED SHEAR ® - INDICATES MECHANICAL UNIT. EQ EQUAL JST JOIST PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELD WALL ABOVE. BALC BALCONY EQPT EQUIP JT JOINT, JOINTS PSL PARALLEL STRAND LUMBER u 1 - INDICATES CONCRETE WALL ABOVE. BD BOARD ES EACH SIDE PT PRESERVATIVE TREATED, POST-TENSIONED W/ WITH XX PSF B BEV BEVEL EW EACH WAY K KILOPOUND (1000 POUNDS) W/O WITHOUT - INDICATES SNOW DRIFT LOAD. JOIST BKR BACKER EXIST EXISTING KIP KILOPOUND (1000 POUNDS) QTY QUANTITY WD WOOD _ _ _> - INDICATES STRUCTURAL WALL BELOW. MANUFACTURER SHALL MAKE PROVISION BLDG BUILDING EXP EXPANSION WF WIDE FLANGE (STRUCTURAL STEEL) FOR THESE IN THE DESIGN OF THE BILK BLOCK EXPO EXPOSED L ANGLE, LEFT, LENGTH RAD RADIUS WR WATER RESISTANT, WATER RESISTIVE �_ - INDICATES NON-STRUCTURAL WALL JOISTS JOISTS REF PLANS FOR LOAD & EXTENT. BELOW. _ BLKG BLOCKING EXT EXTERIOR LAM LAMINATE, LAMINATED RCP REFLECTED CEILING PLAN WS WATERSTOP D BM BEAM LAT LATERAL RD ROOF DRAIN WT WEIGHT - INDICATES ARCH WALL ABOVE. BOC BOTTOM OF CURB F OF F FACE TO FACE LB POUND REF REFERENCE WWF WOVEN WIRE FABRIC VO BOT/BTM BOTTOM FAB FABERICATIONS/ FABRICATED LF LINEAL FEET, LINEAR FOOTAGE REINF REINFORCED, REINFORCING 0 -INDICATES BEARING WALL J BOW BOTTOM OF WALL FB FLAT BAR LIN LINEAR REQ REQUIREMENTS, REQUIRED CU W21X50 (45) C=3/4" (D BP BASE PLATE FDTN FOUNDATION LIN FT LINEAL FEET, LINEAR FOOTAGE REQD REQUIRED -INDICATES HEADER TYPE, REF HEADER Lwl BRDG BRIDGE, BRIDGING FE FROELICH ENGINEERS LL LIVE LOAD REV REVISION SCHEDULE. (D BRG BEARING FF FINISH FLOOR LLH LONG LEG HORIZONTAL RO ROUGH OPENING - U BRK BRICK FFE FINISH FLOOR ELEVATION LLV LONG LEG VERTICAL INDICATES BEAM TYPE, REF BEAM © SCHEDULE. - INDICATES CAMBER AT MIDSPAN OF BEAM CD BSMT BASEMENT FIN FINISH LNTL LINTEL SCHED SCHEDULE phase PERMIT SET 0- BU BUILT-UP FLR FLOOR LONG LONGITUDINAL SE STRUCTURAL ENGINEER - ---- - - INDICATES NUMBER OF 3/4" DIA x X' HDD 4- FOC FACE OF CONCRETE LSL LAMINATED STRAND LUMBER SECT SECTION - INDICATES SHEAR WALL TYPE ABOVE STUDS EQUALLY SPACED (TO BE FIELD FLOOR SPECIFIED. REF SHEAR WALL WELDED) CEM CEMENT, CEMENTITIOUS FOF FACE OF FINISH LT WT LIGHTWEIGHT SF SQUARE FEET SCHEDULE ON S8.00 - -- --- - - - - - - INDICATES BEAM SIZE. date FEB 08, 2019 O CGS CENTER OF GRAVITY OF STRAND FOM FACE OF MASONRY LVL LAMINATED VENEER LUMBER SGL SINGLE - -INDICATES HOLDOWN TYPE. - I CIP CAST IN PLACE FOS FACE OF STUD SHT SHEET REF HOLDOWN SCHEDULE ON S8.00 CJ CONTROL JOINT FR FIRE RATED, FIRE RESISTIVE MANUF MANUFACTURER, MANUFACTURED SHTG SHEATHING revisions I CL CENTER LINE FIRM FRAMED, FRAMING MAX MAXIMUM SIM SIMILAR CU CLG CEILING FRR FIRE RESITANCE RATED MB MACHINE BOLT SIMP SIMPSON STRONG TIE - INDICATES EXISTING TYPE. CLR CLEAR FRT FIRE RETARDANT TREATED MECH MECHANICAL SL SNOW LOAD CMU CONCRETE MASONRY UNIT FT FOOT, FEET MEZZ MEZZANINE SOG SLAB ON GRADE COL COLUMN FTG FOOTING MFR MANUFACTURER, MANUFACTURED SPEC SPECIFICATION, SPECIFICATIONS COMP COMPOSITE, COMPENSATION FURRG FURRING MIN MINIMUM SQ SQUARE CONC CONCRETE FLIT FUTURE MISC MISCELLANEOUS SS STAINLESS STEEL I-- COND CONDITION MTL METAL STD STANDARD Ln CONN CONNECTION GA GAUGE MUL MULLION STIFF STIFFENER LO CONSTR CONSTRUCTION GALV GALVANIZED STL STEEL --- CONT CONTINUOUS GC GENERAL CONTRACTOR N NORTH STRUCT STRUCTURAL project# 16055 U) CORR CORRIDOR GEN GENERAL NIC NOT IN CONTRACT SUSP SUSPENDED a) CTR CENTER GL GLU-LAMINATED NO NUMBER SYM SYMMETRICAL COVER SHEET 2E E CTRL CONTROL GLB GLU-LAMINATED BEAM NOM NOMINAL Q UO CTSK COUNTERSINK GND GROUND NTS NOT TO SCALE T AND B TOP AND BOTTOM CU CUBIC GR GRADE T AND G TONGUE AND GROOVE 6i CUST CUSTOM GT GIRDER TRUSS OC ON CENTER TAN TANGENT L0Q GYP GYPSUM �( GYP BD GYPSUM BOARD 0000 C7� U) O � CV U) 00 -- -- --- PROJECT DESCRIPTION: FOUNDATIONS: CONCRETE: REINFORCING STEEL: MASONRY/STONE VENEER: • NEW 2-STORY MIDDLE SCHOOL 1. FOUNDATION SIZES ARE BASED UPON A MAXIMUM TOTAL LOAD BEARING SOIL 1. ALL CONCRETE WORK SHALL CONFORM TO"ACI 318--BUILDING CODE REQUIREMENTS FOR 1. REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE TO"ACI 1. MASONRY VENEER SHALL NOT EXCEED 5" IN THICKNESS. • CONVENTIONAL SPREAD AND STRIP CONCRETE FOUNDATIONS PRESSURE AS NOTED IN DESIGN CRITERIA FOR BEARING ON NATIVE STRUCTURAL CONCRETE"AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. 318-BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"AND"ACI 315-MANUAL OF 2. PROVIDE 1-INCH MINIMUM (4-1/2" MAXIMUM)AIR SPACE BETWEEN VENEER AND STUD WALL • CONCRETE SLAB-ON-GRADE FIRST FLOOR SOILS/COMPACTED FILL, AS RECOMMENDED BY THE GEOTECHNICAL REPORT. 2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES." SHEATHING. WALL SHEATHING SHALL BE COVERED WITH AN APPROVED WEATHER • WOOD 2X STUD WALLS SHEATHED WITH WOOD PANELS 2. ALL FOOTINGS SHALL BE A MINIMUM OF 18" BELOW FINAL GRADES. ASTM C39, UNLESS NOTED OTHERWISE, AND SHALL BE AS FOLLOWS: 2. ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND GRADES RESISTANT BARRIER. • ENGINEERED OPEN-WEB TRUSSES AND BEAM FRAMED FLOOR 3. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS: 3. VENEER ANCHORS SHALL MEET THE REQUIREMENTS OF ACI 530-11 SECTION 6.2. • ENGINEERED OPEN-WEB TRUSSES AND BEAM FRAMED FLOOR EXCAVATIONS TO NEAT LINES AND REPLACED WITH ENGINEERED FILL IF NECESSARY. 4. ANCHORS SHALL MEET THE REQUIREMENTS OF THE SEISMIC DESIGN CATEGORY LISTED • PARTIAL/FULL SEISMIC UPGRADE 4. THE CONTRACTOR SHALL REVIEW ALL GEOTECHNICAL ENGINEER CONCRETE STRENGTHS IN "DESIGN CRITERIA." RECOMMENDATIONS PRIOR TO THE COMMENCEMENT OF ANY SITEWORK. WATER- REINFORCING SPECIFICATIONS AND GRADES 5. PROVIDE CONTINUOUS SINGLE WIRE JOINT REINFORCEMENT OF WIRE SIZE W1.7 AT A (000�w GENERAL: 5. STRUCTURAL FILL MATERIALS, PLACEMENT, AND COMPACTION REQUIREMENTS SHALL CEMENT ENTRAINED MAXIMUM SPACING OF 18" OC VERTICALLY. MECHANICALLY ATTACH ANCHORS TO THE 1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. DESCRIPTION fc (PSI) RATIO BY AIR OTHER USE ASTM SPECIFICATION JOINT REINFORCEMENT WITH CLIPS OR HOOKS. ARE INTENDED TO BE USED INN N TI N WITH TH AND GRADE CO JU C O H E ARCHITECTURAL, CIVIL, 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" WEIGHT 6. VENEER SHALL BE ANCHORED DIRECTLY TO WALL STUDS, COLUMNS, CONCRETE WALLS, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FORHORIZONTAL TO 1'-0"VERTICAL STEPS. FOOTINGS, STEMWALLS 3,000 0.53 2% +/- 1.5% SMOOTH WELDED WIRE FABRIC ASTM A1064 CMU WALLS, OR OTHER STRUCTURAL ELEMENTS. ANCHORS SHALL BE SPACED NO MORE COORDINATING THE REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT o o CONCRETE SHEAR WALL BOUNDARY ELEMENT VERTICAL THAN 16-INCHES ON CENTER HORIZONTALLY AND 18-INCHES ON CENTER VERTICALLY. IN DOCUMENTS (INCLUDING THE PROJECT SPECIFICATIONS) INTO THEIR WORK. 7. PLACEMENT OF ALL FILL SHALL BE OBSERVED AND TESTED FOR RELATIVE RETAINING WALLS 3,000 0.50 6/0 +/- 1.5/o REINFORCEMENT ASTM A706, GRADE 60 NO CASE SHALL THE AREA OF VENEER SUPPORTED BY A SINGLE ANCHOR EXCEED 2.0 COMPACTION BY A QUALIFIED TECHNICIAN UNDER THE GUIDANCE OF THE COLUMNS, BEAMS 4,000 0.45 2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE ' PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. GEOTECHNICAL ENGINEER. MINIMUM TESTING FREQUENCY SHALL BE ESTABLISHED INTERIOR SLAB-ON-GRADE 4,000 0.48 ALL OTHER REINFORCEMENT ASTM A615, GRADE 60 SQUARE-FEET.SEE NOTE E BY THE GEOTECHNICAL ENGINEER. NOTES: 7. PROVIDE ADDITIONAL ANCHORS AROUND OPENINGS LARGER THAN 16" IN EITHER 3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE 3. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. WELDING OF DIMENSION. SPACE ANCHORS AROUND PERIMETER OF OPENING AT A MAXIMUM OF 18" OC. OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 8. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR REINFORCING STEEL SHALL CONFORM TO AWS D1.4. ALL WELDING SHALL BE DONE BY AWS PLACE ANCHORS WITHIN 12" OF OPENINGS. 4. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. COMMENCEMENT OF FILLING OPERATIONS. CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS. CERTIFIED WELDERS USING LOW HYDROGEN E70XX ELECTRODES. 8. ISOLATE THE SIDES AND TOP OF ANCHORED VENEER FROM THE STRUCTURE SO THAT THE 5. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION 9• ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED B. CONCRETE MIXES SHALL NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT 4. REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH#16 ANNEALED IRON WIRE. BARS VERTICAL AND LATERAL FORCES RESISTED BY THE STRUCTURE ARE NOT IMPARTED TO METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT PRIOR TO THE PLACEMENT OF ANY SOIL BACKFILL AND/OR CONCRETE. CONFORMING TO ASTM C1155 0 FOR TYPE I, OR TYPE II. IN BEAMS, SLABS, AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE THE VENEER. SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE 10. ALL FILL, BACKFILL AND COMPACTION ACTIVITIES, PARTICULARLY DURING WET C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260. BLOCKS, OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE "CRSI MANUAL OF STANDARD 9. EMBED ANCHORS INTO THE MORTAR JOINT A MINIMUM DISTANCE OF 1-1/2"WITH AT LEAST ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF WEATHER CONDITIONS, SHALL FOLLOW RECOMMENDATIONS OF GEOTECHNICAL D. COLUMNS THAT ARE AN INTEGRAL PART OF A WALL SHALL HAVE CONCRETE PRACTICE," MSP-1. 5/8" MORTAR COVER TO THE OUTSIDE FACE. DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT/ENGINEER FOR CLARIFICATION ENGINEER. STRENGTH AS REQUIRED FOR COLUMNS. 5. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT, OR COATINGS 10. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER r� IN A TIMELY MANNER PRIOR TO BID OPENING. E. SHRINKAGE RATE, AS DETERMINED BY ASTM C157, OF CONCRETE SHALL NOT EXCEED OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE. (TEMPERATURE BELOW 40 DEGREES F (4.4 DEGREES C)) OR HOT WEATHER 0.045%AT 28 DAYS. USE A SHRINKAGE REDUCING ADMIXTURE TO ACHIEVE THIS 6. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF (TEMPERATURE ABOVE 90 DEGREES F (32.2 DEGREES C)) SHALL CONFORM TO ACI 530.1 I B I SPECIAL INSPECTION AND TESTING: VALUE, IF REQUIRED. ARTICLE 1.8 C AND 1.8 D. CODE REQUIREMENTS: 1. SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 0 1. CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED UPON REQUIREMENTS OF THE IBC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING 7. "WET SETTING" OF REINFORCING STEEL, ANCHOR RODS, EMBEDDED PLATES AND INSERTS IS THE 2012 INTERNATIONAL BUILDING CODE (IBC). PROGRAM ON SHEET S0.03. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND 3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: NOT PERMITTED. 2. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. 8. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE STRUCTURAL STEEL: THE EDITIONS NOTED IN CHAPTER 35 OF THE IBC. LOCATIONS. 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM ASTM SPECIFICATIONS AND Dull Olson Weekes - IBI Group MINIMUM CEMENT CONTENT 9. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 12". GRADES: Architects, Inc. TEMPORARY CONDITIONS: SUBMITTALS: fc (PSI) MINIMUM CEMENT CONTENT PER CUBIC 10. THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING 1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE FABRICATION YARD STEEL: AND CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: 3000 470 LBS. STRUCTURAL STEEL , THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING907 SW Stark Street Portland OR 97205 AND/OR SUPPORT REQUIRED AS A RESULT OF THE CONTRACTOR'S CONSTRUCTION 4,000 550 LBS. WIDE FLANGE SECTIONS ASTM A-992, GRADE 50 (Fy=50 KSI) METHODS AND/OR SEQUENCES. 5,000 630 LBS. TYPICAL LAP SPLICE SCHEDULE (IN) PLATES WHERE NOTED ASTM A572, GRADE 50 F -50 KSI USA ( Y- ) tel 503 226 6950 fax 503 273 9192 2. CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE NOTES: 3,000 PSI 4,000 PSI 5,000 PSI CHANNELS, ANGLES, PLATES-EXCEPT AS NOTED ASTM A-36(Fy=36 KSI) www.dowa-ibigroup.com AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS SUBMITTALS A. FLYASH CONFORMING TO ASTM C618"TYPE F," OR "TYPE C" MAY BE USED TO REPLACE BAR SIZE TOP BARS OTHER BARS TOP BARS TOP BARS JOTHER BARS HOLLOW STRUCTURAL SECTIONS (TUBES) A-500, GRADE B (Fy=46KS1) www.ibigroup.com DURING THE CONSTRUCTION PERIOD. UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS #3 28 22 24 19 22 17 PIPE ASTM A53, TYPE E ORS (Fy=35 KSI) 3. RETAINING WALLS THAT TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE DEFERRED SUBSTANTIATED BY TEST DATA. #4 37 29 32 25 29 22 UPPER SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT ITEM SUBMITTAL SUBMITTAL COMMENTS THE TOP OF THE WALL. (A. D) #5 47 36 40 31 36 28 2. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION (B, D) 4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA #6 56 43 48 37 43 33 FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS"WITH COMPLIANT WITH ACI-318 CHAPTER 5, A MINIMUM OF TWO WEEKS PRIOR TO PLACING #7 81 63 70 54 63 49 "COMMENTARY"AND THE "CODE OF STANDARD PRACTICE,"WITH EXCEPTIONS AS NOTED IN THE CONCRETE MIX DESIGNS X CONCRETE. PROJECT SPECIFICATIONS. UCT #8 93 72 80 62 72 55 -- EXISTING CONDITIONS: CONCRETE REINFORCEMENT X 5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE 3. REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR MEMBERS PART OFw� ' APPROVED MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE #9 105 81 91 70 81 63 THE SEISMIC LOAD RESISTING SYSTEM SLRS). 1. ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS SHALL BE FIELD VERIFIED. MASONRY REINFORCEMENT X ( THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT REINFORCING STEEL MILL X SUPPLIER. #10 118 91 102 79 91 70 4. BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR �N� S �p DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. CERTS 6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT #11 131 1 101 1 113 87 101 78 A490 HIGH STRENGTH BOLTS. BOLTS SHALL BE SNUG TIGHT UNLESS NOTED OTHERWISE. 81 ACI/CRSI ADHESIVE ANCHOR CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE NOTES: 5. HIGH STRENGTH BOLTS USED AS PART OF THE SEISMIC LOAD RESISTING SYSTEM (SLRS) NOTED INSTALLER CERTIFICATIONS X INCORPORATED INTO CONCRETE MIX DESIGNS. A HIGH RANGE WATER REDUCING A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, MULTIPLY ON THE DRAWINGS AND DETAILS SHALL BE FULLY TENSIONED AND ALL FAYING SURFACES SHALL CONCRETE ANCHORAGES X ADMIXTURE CONFORMING TO ASTM C494"TYPE F, OR TYPE"G" MAY BE USED IN THE ABOVE VALUES BY A FACTOR OF 1.4. BE PREPARED AS REQUIRED FOR CLASS A OR BETTER SLIP-CRITICAL JOINTS. OREGON DESIGN CRITERIA: CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT EXCEED 10-INCHES. B. TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". CONTACT 6. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING 14 1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN X HOEDOWN ANCHOR BOLT 7. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION WHEREVER PRACTICAL. ENGINEER OF RECORD IF CONDITIONS VARY. CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWANCES WERE LAYOUT CONSTRUCTION JOINTS IN BEAMS, JOISTS, AND SLABS SHALL BE LOCATED AT MID-SPANR SPECIFICATION (WPS)AS REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER YR. USED FOR DESIGN, WITH LIVE LOADS (LL) REDUCED IN ACCORDANCE WITH THE IBC: EMBEDDED STEEL ITEMS X WITH REINFORCING CONTINUING THROUGH AS IF THE JOINT DID NOT OCCUR. VERTICAL C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE OF RECORD. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE BAR_ [_001113M.06,30-201 SLAB-ON-GRADE CONTROL CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED MIDWAY BETWEEN COLUMNS OR D. VALUES ARE FOR UNCOATED BARS. FILLER-METAL MANUFACTURER. JOINT LAYOUT X PILASTERS. 7. FOR MEMBERS INCLUDED IN THE SEISMIC LOAD RESISTING SYSTEM (SLRS), REQUIREMENTS OF DESIGN CRITERIA - 8. SLEEVES, OPENING, CONDUITS, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE AWS D1.8 (SEISMIC SUPPLEMENT) SHALL APPLY. STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO 11. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING 8. ALL WELDS USED IN THE SEISMIC LOAD RESISTING SYSTEM (SLRS), SHALL BE MADE WITH A FILLER GEOTECHNICAL CRITERIA STRUCTURAL STEEL MILL X PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE STEEL: METAL THAT HAS A CHARPY V-NOTCH (CVN)TOUGHNESS OF 20 FT-LBS AT 0 DEGREES FAHRENHEIT CERTS DIMENSION THAN ONE-THIRD THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED STRUCTURAL STEEL X (F), AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. ALL COMPLETE DESIGN BASED ON GEOTECHNICAL RESOURCES, INC. REPORT NO. 5970-B DATED CLOSER THAN THREE DIAMETERS ON-CENTER. JOINT PENETRATION WELDS DESIGNATED AS"DEMAND CRITICAL" SHALL BE MADE WITH FILLER GEOTECHNICAL REPORT BY: JUNE 28, 2017 STEEL WELDING PROCEDURES X 9. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF CONSTRUCTION MINIMUM CONCRETE COVER(CAST-IN-PLACE) METAL THAT HAS A CVN TOUGHNESS OF 20 FT-LBS AT MINUS 20 DEGREES F, AND 40 FT-LBS AT 70 AND CONTROL JOINTS FOR CONCRETE SLABS-ON-GRADE. THE JOINTS SHALL BE LOCATED USE COVER DEGREES F. ALLOWABLE SOIL BEARING 2,500 PSF(INCREASE 33% FOR LOAD COMBINATIONS INCLUDING STEEL DECKING X AT MAXIMUM 12'-0"ON-CENTER EACH WAY FORMING RECTANGLES WITH A LENGTH TO 9. FOR COMPLETE JOINT PENETRATION WELDS ASSOCIATED WITH MEMBER SPLICES AND PRESSURE WIND AND SEISMIC WIDTH RATIO NOT EXCEEDING 1.5 IN ANY DIRECTION. CONTROL JOINTS SHALL INTERSECT BEAM, JOIST AND COLUMN BARS 1-1/2' (TO STIRRUPS, OR TIES) F R O E L I C H STEEL FASTENERS X - - -- --- - ------- CONNECTIONS NOT PART OF THE SLRS, WELDS SHALL BE MADE WITH FILLER METAL THAT HAS A LIVE LOAD CRITERIA WELDER CERTIFICATIONS X AT COLUMN BLOCKOUTS, AT ENDS OF BEARING WALLS, AND AT ALL RE-ENTRANT SLAB BARS 1" ENGIN E E R S 9 MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT 40 DEGREES F. 17700 SW Upper Boones Ferry Rd. CORNERS IN THE SLAB. INTERIOR WALL FACES ry CONCENTRATED LOAD 3/4" (#11 AND SMALLER) 10. FOR MEMBERS AND CONNECTIONS THAT ARE PART OF THE SEISMIC LOAD RESISTING SYSTEM, Suite#115 FLOOR LIVE LOADS UNIFORM LOAD (PSF) 10. PROVIDE VERTICAL EXPANSION JOINTS IN CONTINUOUS CONCRETE ASSEMBLIES AND (NOT EXPOSED TO EARTH, OR WEATHER) DISCONTINUITIES CREATED BY ERRORS, OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS (LBS) GLUED LAMINATED MEMBERS X Portland, Oregon 97224 WALLS SUCH THAT THE DISTANCE BETWEEN JOINTS DOES NOT EXCEED THE LESSER OFA EXTERIOR WALL FACES 1-1/2" (#5 AND SMALLER) TACK WELDS, ERECTION AIDS, AIR-ARC GOUGING, OR FLAME CUTTING, SHALL BE REPAIRED AS Office: (5031 624-7005 CORRIDORS AND STAIRS 100 2000 PREMANUFACTURED WOOD X X LENGTH-TO-HEIGHT RATIO OF 3.5 OR 40-FEET. REFERENCE ARCHITECTURAL DRAWINGS (EXPOSED TO EARTH, OR WEATHER) 2" (#6 AND LARGER) REQUIRED BY THE STRUCTURAL ENGINEER. Portland, OR. I Bend, OR. I Denver, CO. SCHOOL CLASSROOMS 40 1000 JOISTS FOR THE LOCATION OF EXPANSION JOINTS. - - A PREMANUFACTURED WOOD CONCRETE CAST AGAINST EARTH 3" 11. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3116" MINIMUM, UNLESS NOTED froelich-engineers.com I FE# 17-T052 SCHOOL FIRST-FLOOR 100 1000 X X 11. ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO ASTM OTHERWISE ON THE DRAWINGS. CORRIDORS TRUSSES SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE STRUCTURAL 12. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, REINFORCE ALL CONCRETE 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE BETWEEN THE ARCHITECTURAL SCHOOL CORRIDORS ABOVE 80 1000 DRAWINGS. WALLS AS FOLLOWS: AND STRUCTURAL DRAWINGS TO PRODUCE THE SHOP DRAWINGS. FIRST FLOOR LIGHT GAUGE METAL FRAMING 12. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL NOT 13. PROVIDE NON-SHRINK GROUT UNDER ALL BASE PLATES. GROUT SHALL BE FACTORY-PACKAGED, ASSEMBLY AREAS, OTHER 100 NA - (INCLUDING WALLS, SOFFITS, X BE HAND SET, OR WET SET. 6000 PSI MINIMUM AT 28 DAYS AND SHALL COMPLY WITH ASTM C 1107. V STAGE FLOORS 150 NA CEILINGS, OPENING FRAMING, 13. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC TYPICAL CONCRETE WALL REINFORCING 14. PROVIDE WEEP HOLES AT ALL EXTERIOR CLOSED SECTIONS WHERE MOISTURE MAY ACCUMULATE. L� AND CONNECTIONS, ETC.) HORIZONTAL7- }� DINING ROOM 100 NA CODE OF STANDARD PRACTICE SECTION 7.5. ROOF TIEOFFS X 14. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING WALL SIZE VERTICAL BARS LOCATION LIBRARY(STACK ROOMS) 150 2000 Cn MECHANICAL SCREENS X CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/41, BARS VERTICAL FLOOR 0.75"OR U360 WHICHEVER IS LESS (LIVE LOAD PLUS LONG-TERM OTHERWISE. 6" #4 @ 16"OC #4 @ 16" OC AT CL OF WALL Q DEFLECTION DEAD LOAD) ROOF LADDERS AND SHIPS X X FOOTNOTE"E" 15. M 4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED 8° #4 @ 12"OC #4 @ 12"OC AT CL OF WALL (CLADDING DESIGN) U600 AT STUCCO AND BRICK VENEER SUPPORTS LADDERS OTHERWISE. 10" #4 @ 18"OC #4 @ 18"OC AT EACH FACE VERTICAL FLOOR SPEAKERS&AV SYSTEMS X X FOOTNOTE"E" 16. PREPARATION, CONSTRUCTION AND PROTECTION OF CONCRETE DURING COLD WEATHER DEFLECTION U360 (LIVE LOAD), REF IBC TABLE 1604.3 SUPPORT OR HOT WEATHER SHALL CONFORM TO ACI 318 5.12, 5.13 AND ACI 306R AND 305R. 12" #4 @ 16"OC #4 @ 16" OC AT EACH FACE O (CLADDING DESIGN) RECREATIONAL EQUIPMENT 13. CONTINUE HORIZONTAL WALL BARS THROUGH PILASTERS, COLUMNS AND INTERSECTING NOTES: 1. LIVE LOADS REDUCED, REF IBC 1607.10 (SPORTS EQUIPMENT, O WALLS. � N BASKETBALL HOOPS, X X FOOTNOTE"E" 14. PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL ♦ , 2. MEMBER DESIGNED FOR THE MORE CRITICAL OF THE UNIFORM CURTAINS, SCOREBOARDS, REINFORCEMENT. LAP SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND O V I� OR CONCENTRATED LOAD. ETC.) TERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE FOOTING WITH A MINIMUM 61, O O - - - - SHORING AND RE-SHORING: SNOW CRITERIA EMBEDMENT BELOW THE TOP OF FOOTING. .r DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH THE OSSC 1. SHORING AND RE-SHORING IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL CONFORM 0 CURTAIN WALL, WINDOW WALLTO ACI 347-04 AND ACI 347.2R-05. 15. AT SLAB AND WALL OPENINGS, PROVIDE A MINIMUM OF TWO#5 BARS OVER, UNDER, AND AT SNOW DRIFT PER OSSC AS SHOWN ON PLANS AND OTHER GLAZING SYSTEMS X X THE SIDES OF THE OPENING. EXTEND THESE BARS A LAP DISTANCE OR A MINIMUM OF 2,4' GROUND SNOW LOAD Pg = 10 PSF IN ACCORDANCE WITH 2007 SNOW LOAD ANALYSIS 2. SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED FROM HORIZONTAL ( ) SKYLIGHTS, CANOPIES AND MEMBERS BEFORE THE CONCRETE STRENGTH HAS REACHED AT LEAST 70 PERCENT OF PAST THE OPENING ON ALL SIDES. FOR OREGON X AWNINGS THE SPECIFIED DESIGN STRENGTH AS DETERMINED FROM FIELD CURED CYLINDERS. IN 16. PROVIDE ONE#5 FOR SINGLE LAYER, AND TWO#5 FOR DOUBLE LAYER REINFORCING, 4'-0" W FLAT ROOF SNOW LOAD P f = 11 PSF STAIRS AND RAILINGS X ADDITION, SHORING SHALL NOT BE REMOVED SOONER THAN THE FOLLOWING: LONG, DIAGONALLY AT EACH CORNER OF ALL WALL AND SLAB OPENINGS. SNOW EXPOSURE FACTOR C = " 1.0 MEP ANCHORAGE AND 17. REFERENCE TYPICAL DETAILS FOR THE DISPOSITION OF REINFORCEMENT AT WALL CORNERS, co X X FOOTNOTE C" WALL INTERSECTIONS, AND FOR BARS IN SMALL WALL SECTIONS. SNOW LOAD IMPORTANCE I = 1.10 SHORING AND RE-SHORING 18. AT LOCATIONS WHERE BEAMS, JOISTS, OR SLABS ABUT A WALL OR COLUMN: TERMINATE ALL Q O FACTOR s A. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE ELEMENT MINIMUM REMOVAL TIME COMMENTS TOP REINFORCEMENT INTO THE WALL OR COLUMN WITH A STANDARD 90 DEGREE HOOK THAT THERMAL FACTOR C = 1.0 STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A IS EMBEDDED TO WITHIN TWO INCHES OF THE OPPOSING FACE OF THE WALL OR COLUMN. O O 12 HOUR CUMULATIVE WHERE FORMS ALSO �- t PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS WITH 50 DEGREES SUPPORT FORMWORK FOR EXTEND ALL BOTTOM REINFORCEMENT INTO THE WALL OR COLUMN TO WITHIN 2-INCHES OF O WIND CRITERIA LOCATED.ANY MODIFICATIONS TO THE STRUCTURAL DRAWINGS SHALL BE WALLS, COLUMNS, AND BEAM THE OPPOSING FACE OF THE WALL OR COLUMN. FAHRENHEIT SLABS OR SOFFITS, THE �� m 00 MAIN WIND FORCE RESISTING SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE SIDES SURROUNDING REMOVAL TIME OF THE 19. PROVIDE#5 CARRIER BAR AT 3'-0" MAX SPACING FOR ALL SLAB, JOIST, AND WALL REINFORCING '� L� d- �- SYSTEM 130 MPH BASIC WIND SPEED (3-SECOND GUST) BY THE STRUCTURAL ENGINEER OF RECORD. w TEMPERATURE. LATTER GOVERNS NOT SUPPORTED BY OTHER TRANSVERSE REINFORCEMENT, COMPONENTS AND CLADDING 20. PROVIDE TWO#5 STIRRUP CARRIER BARS IN ALL BEAMS AND JOISTS CONTAINING STIRRUPS, c LO O O O 130 MPH BASIC WIND SPEED (3-SECOND GUST) B. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND 12 HOUR CUMULATIVE _ FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL DO NOT BACKFILL UNTIL WHERE STIRRUPS ARE NOT SUPPORTED BY REINFORCING DETAILED OR SCHEDULED IN THE -- CO LCA LCA EXPOSURE CATEGORY B AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WITH 50 DEGREES CONCRETE STRENGTH HAS STRUCTURAL DRAWINGS. GUST/INTERNAL PRESSURE WHERE THE PROJECT IS LOCATED. CALCULATIONS SHALL BE INCLUDED FOR ALL RETAINING WALLS FAHRENHEIT REACHED FULL 21. PROVIDE"CORNER" BAR AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS GC i =+/-0.18 CONNECTIONS TO THE STRUCTURE CONSIDERING LOCALIZED EFFECTS ON SURROUNDING .COMPRESSIVE STRENGTHEQUAL IN SIZE, NUMBER AND SPACING TO HORIZONTAL REINFORCING. SIZE CORNER BAR TO SEISMIC CRITERIA STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE TEMPERATURE. PROVIDE A FULL LAP WITH HORIZONTAL REINFORCEMENT ON EACH LEG. RISK CATEGORY III BASED UPON THE REQUIREMENTS OF THE IBC AND AS NOTED UNDER "DESIGN SITE CLASS C CRITERIA." 3. ADDITIONALLY FOR RETAINING WALLS: CONCRETE ACCESSORIES: IMPORTANCE FACTORA. BACKFILL AND COMPACT TOE AND HEEL SIDE UP TO FINAL TOE GRADE. I e = 1.25 C. THE CONTRACTOR SHALL COORDINATE THE VERTICAL AND SEISMIC RESTRAINTS 1. DEFORMED BAR ANCHORS (D.B.A.) SHALL BE NELSON TYPE D2L (ICC ESR-2907) OR APPROVED SEISMIC DESIGN CATEGORY D OF MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT, MACHINERY, AND B. LOWER SLAB (IF APPLICABLE) SHALL BE PLACED AND REACH FULL COMPRESSIVE EQUAL. MCE SPECTRAL ASSOCIATED PIPING WITH THE STRUCTURE. CONNECTIONS TO THE STRUCTURE STRENGTH PRIOR TO BACKFILLING OF HEEL. 2. HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (ICC ESR-2856) ACCELERATIONS S S = 0.963 S 1 = 0.420 SHALL CONFORM TO ASCE 7-10 CHAPTER 13 AND BE DESIGNED BY AN C. UPPER SLAB (IF APPLICABLE) FOR BASEMENT RETAINING WALLS SHALL BE PLACED OR APPROVED EQUAL. PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS AND REACH FULL COMPRESSIVE STRENGTH PRIOR TO BACKFILLING OF HEEL. 3. HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY END-WELDED DESIGN SPECTRAL LOCATED. D. MONITOR WALL FOR SIGNS OF SWELLING OR DISTRESS DURING BACKFILLING AND WITH THE MANUFACTURER'S STANDARD EQUIPMENT AND IN ACCORDANCE WITH THE ASSOCIATED ACCELERATIONS S = 0.716 S FILLING AND NOTIFY ENGINEER OF RECORD IF SUCH SIGNS ICC REPORTS. DS D1 D. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM, ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE, REF ASCE 7-10 SECTION 12.8 OR ADD TO, THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OCCUR. 4. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT AFTER FABRICATION. EMBEDDED ITEMS SHALL NOT BE LOADED, NOR SHALL WELDS BE APPLIED, NORTH-SOUTH DIRECTION EAST-WEST DIRECTION IS LOCATED AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FOR A MINIMUM OF 7-DAYS AFTER CASTING OF CONCRETE. SEISMIC LOAD RESISTING LIGHT FRAMED WOOD SHEAR LIGHT FRAMED WOOD SHEAR CONSTRUCTION. ANY SUCH DETAILS ARE SUBJECT TO REVIEW AND ACCEPTANCE 5. APPROVED POST-INSTALLED ANCHORS ARE AS FOLLOWS: SYSTEM WALLS WALLS BY THE STRUCTURAL ENGINEER OF RECORD. RESPONSE MODIFICATION _ FACTOR R =6.5 R =6.5 E. THE DELEGATED DESIGNER SHALL, IN CONJUNCTION WITH THE GENERAL APPROVED POST-INSTALLED CONCRETE ANCHORS D E SEISMIC RESPONSE - CONTRACTOR, COORDINATE THE VERTICAL AND SEISMIC RESTRAINTS AND COEFFICIENT C = 0.138 C = 0.138 LOADING OF EQUIPMENT WITH THE STRUCTURE. CONNECTIONS TO THE TYPE ANCHOR ICC REPORT S S STRUCTURE SHALL CONFORM TO IBC AND ASCE 7 AND BE DESIGNED BY A SIMPSON TITEN HD ICC ESR-2713 --- Ov PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONCRETE DEWALT SCREW-BOLT+ ICC ESR-3889 L LOCATED. SCREW HILTI KWIK HUS-EZ ICC ESR-3027 F. SHOP DRAWINGS SHALL BE GENERATED AND ORIGINATE FROM THE CONTRACTOR. EPDXY SIMPSON SET-XP ICC ESR-2508 STRUCTURAL AUTOCAD/REVIT BACKGROUNDS WILL NOT BE RELEASED BY FE AND DEWALT PURE110+ ICC ESR-3298 ADHESIVE MAY NOT BE USED FOR THE GENERATION OF SHOP DRAWINGS. IT IS THE HILTI HIT-RE 500V3 ICC ESR-3814 O CONTRACTORS RESPONSIBILITY TO GENERATE THEIR SHOP DRAWINGS. SIMPSON AT-XP IAPMO UES ER-263 CL ACRYLIC _v STRUCTURAL OBSERVATION: ADHESIVE DEWALT AC200+ ICC ESR-4027 phase N 1. THE STRUCTURAL ENGINEER OF RECORD (SER)WILL PERFORM STRUCTURAL HILTI HY 200 ICC ESR-3187 PERMIT SET OBSERVATIONS BASED ON THE REQUIREMENTS OF THE IBC AT THE STAGES OF SIMPSON STRONG-BOLT II ICC ESR-3037 CONSTRUCTION LISTED BELOW. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE EXPANSION DEWALT POWER STUD+ SD2 ICC ESR-2502 0 AND ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS: HILTI KWIK BOLT-TZ ICC ESR-1917 _o NOTEs date I FEB 08, 2019 ` STRUCTURAL OBSERVATIONS A. ANCHOR LOCATIONS AND REQUIREMENTS SHALL CONFORM TO THOSE NOTED SPECIFICALLY col ON THE STRUCTURAL DRAWINGS. ALL OTHER LOCATIONS REQUIRE PRIOR APPROVAL. revisions �1 CONSTRUCTION PHASE OBSERVATION BY SER COMMENTS B. ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE APPLICABLE ICC c6 PRIOR TO CONCRETE POUR X REF. FOOTNOTE A, B, C REPORT AND MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. AT COMPLETION OF LATERAL FORCE SHEAR C. REINFORCEMENT SHALL NOT BE CUT IN NEW, OR EXISTING CONCRETE DURING INSTALLATION U WALL SYSTEM X REF. FOOTNOTE A, B OF POST-INSTALLED ANCHORS. -� AT COMPLETION OF HORIZONTAL ROOF AND D. ANCHORS THAT ARE LEFT EXPOSED TO WEATHER SHALL BE STAINLESS STEEL, OR HOT- U) FLOOR DIAPHRAGMS X REF. FOOTNOTE A, B DIPPED GALVANIZED. AT COMPLETION OF BUILDING STRUCTURAL 6. ADHESIVE ANCHORS SHALL BE INSTALLED ONLY IN DRY, HAMMER-DRILLED HOLES. CU SYSTEM, PRIOR TO COVERING OF STRUCTURAL X REF. FOOTNOTE A, B 7. INSTALLATION OF ADHESIVE ANCHORS SHALL BE PERFORMED ONLY BY ACI/CRSI CERTIFIED ELEMENTS ADHESIVE ANCHOR INSTALLERS. AS REQUIRED TO ADDRESS STRUCTURAL LO ISSUES X REF. FOOTNOTE A, B 8. ADHESIVE ANCHOR INSTALLATIONS IN HORIZONTAL, UPWARDLY INCLINED, AND OVERHEAD ORIENTATIONS SHALL UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING DELIVERY SYSTEM. PLACE ADHESIVE RETAINING CAP IN THE HOLE AFTER ADHESIVE INJECTION. r0 ect # 16055 A. STRUCTURAL OBSERVATIONS ARE INTENDED TO VERIFY GENERAL CONFORMANCE 9. ADHESIVE ANCHOR INSTALLATIONS EXCEEDING 10" EMBEDMENT IN DOWNWARD INCLINED, AND p WITH THE STRUCTURAL DRAWINGS. SPECIAL INSPECTIONS AND TESTING ARE STILL DOWNWARD ORIENTATIONS SHALL UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING REQUIRED GENERAL STRUCTURAL O B. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING DELIVERY SYSTEM. O VISIT.EACH NOTES <C U C. STRUCTURAL OBSERVATION TO OCCUR AFTER THE REINFORCING STEEL HAS BEEN INSTALLED. L� �U somol " o N N� co_:_� STEEL DECKING: OPEN WEB TRUSSES: 1 . STEEL DECK SHALL CONFORM TO ASTM A653 DESIGNATION SS, GRADE 33 MINIMUM WITH 38KS1 WOOD STRUCTURAL PANEL SHEATHING: GLUED LAMINATED MEMBERS: MINIMUM YIELD STRENGTH. 1 . WOOD STRUCTURAL ROOF AND FLOOR PANELS SHALL CONFORM TO THE REQUIREMENTS OF 1 . GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH THE 1 OPEN-WEB TRUSSES (STEEL WEBS, PIN CONNECTIONS AND STRUCTURAL WOOD 2 STEEL FLOOR DECK SHALL BE A COMPOSITE TYPE B OR W, OF THE SIZE AND GAUGE SHOWN ON THE "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE "AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER" (ANSI/AITC CHORDS) SHALL BE DESIGNED, FABRICATED AND INSTALLED IN ACCORDANCE WITH THE STRUCTURAL DRAWINGS. U.S. PRODUCT STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL A190.1), OR OTHER CODE-APPROVED DESIGN, MANUFACTURING AND QUALITY ASSURANCE THE INTERNATIONAL BUILDING CODE AND APPLICABLE STANDARDS. 3. STEEL ROOF DECK SHALL BE 1-1/2" TYPE B, OR 3" TYPE N OF THE GAUGE SHOWN ON THE USE PANELS," OR THE "APA PRP-108 PERFORMANCE STANDARDS." PROCEDURES. 2. PROVIDE OPEN-WEB TRUSSES OF SIZE AND AT SPACES SHOWN ON THE DRAWINGS. STRUCTURAL DRAWINGS. 2. WOOD STRUCTURAL WALL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE "U.S. 2. ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE. TRUSSES SHALL BE DESIGNED FOR THE LOADS SHOWN ON PLANS AND, IN ADDITION, 4. THE GALVANIZED COATING SHALL CONFORM TO ASTM A653, G60 (G90 WHERE LEFT PERMANENTLY PRODUCT STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL USE 3. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK OR BE FOR DRIFT LOADING AND OTHER LOADS SHOWN ON THE PLANS: EXPOSED TO WEATHER. PANELS," OR THE "APA PRP-108 PERFORMANCE STANDARDS." ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. 5. MINIMUM DECK GAUGES ARE SHOWN ON THE PLANS AND ARE BASED ON 3-SPAN, UN-SHORED 3. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL PANELS SHALL BE APA RATED 4. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER THE TRUSS LOADING CONDITIONS. FOR OTHER SPAN CONDITIONS, DECK MANUFACTURER SHALL EVALUATE SHORING SHEATHING, EXPOSURE 1 , OF THE THICKNESS AND SPAN RATING AS FOLLOWS: SHOP OR FIELD. REQUIREMENTS. 5. NOTCHING AND/OR BORING OF GLUED LAMINATED MEMBERS (EITHER IN THE SHOP, OR LOADING TYPE UNIFORMLY DISTRIBUTED LOAD (PSF) 6. MINIMUM DECK PROPERTIES SHALL BE AS FOLLOWS: FIELD) IS STRICTLY PROHIBITED UNLESS AS SPECIFICALLY DETAILED IN THE STRUCTURAL ROOF LIVE LOAD 20 WOOD STRUCTURAL PANEL SHEATHING DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. ROOF SNOW LOAD 25 USE THICKNESS/RATING 6. GLUED LAMINATED TIMBER BEAMS SHALL BE WESTERN SPECIES WITH THE FOLLOWING TOP CHORD: 15 (ADD 5PSF IN SOLAR ZONES) FLOOR DECK STRENGTH PROPERTIES, UNLESS OTHERWISE NOTED ON PLANS: ROOF DEAD LOAD ROOF SHEATHING 5/8" - INDEX 40/20 (SUPPORTS AT 24" OC MAX) BOTTOM CHORD: 5 DECK SIZE 1, IN 4/FT) S, (IN 3/FT 3/4" T&G - INDEX 48/24 (SUPPORTS AT 48" OC MAX) NET WIND UPLIFT 19 (0.6W - ZONE 1) 1-1/2" 20 GAUGE 0.219 0.23 FLOOR SHEATHING 1 1/8" T&G - INDEX 60/48 GLUED LAMINATED MEMBERS FLOOR LIVE LOAD AS NOTED ON LIVE LOAD PLANS 2" 18 GAUGE 0.564 0.471 WALL SHEATHING 15/32" - INDEX 32/16 COTOP CHORD: 23 2" 20 GAUGE 0.422 0.323 COMBINATION MODULUS OF FLEXURAL FLOOR DEAD LOAD SYMBOL USE ELASTICITY STRESS HORIZONTAL SHEAR BOTTOM CHORD: 7 3" 18 GAUGE 1.213 0.752 4. ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR STRESS (PSI) 3" 20 GAUGE 0.907 0.509 TO SUPPORTS AND END JOINTS SHALL BE STAGGERED. (SPECIES) (PSI) (PSI) IN ADDITION TO THE LOADS NOTED, ALL TRUSSES SHALL BE DESIGNED TO SUPPORT A 24F-V4 (DF/DF) SIMPLE SPAN 1 ,800,000 2,400 265 CONCENTRATED LOAD OF 200# AT ANY LOCATION ALONG THE TOP OR BOTTOM 5. ROOF SHEATHING SHALL BE BLOCKED, OR HAVE EDGES SUPPORTED BY PLYCLIPS. CANTILEVERED CHORDS. 7. FLOOR DECK WELDING SHALL BE AS FOLLOWS: 6. FLOOR SHEATHING PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES 24F-V8 (DF/DF) OR 1 ,800;000 2,400 265 MEETING THE APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS 3. OPEN-WEB TRUSS MANUFACTURER SHALL SUPPLY TRUSSES, BRIDGING, HARDWARE, / / I B ISHALL ALSO BE GLUED AT THE T&G JOINT. CONTINUOUS BLOCKING AND OTHER ACCESSORIES NECESSARY FOR THE PROPER ERECTION AND FLOOR DECK WELDING 7. SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE PERFORMANCE OF THEIR PRODUCT. THESE SHALL BE CLEARLY CALLED OUT AND . AT TRANSVERSE AND AT LONGITUDINAL OTHERWISE NOTED ON PLANS: ARCHITECTURAL REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PSI OR PS27. GLULAM MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADE(S), UNLESS DETAILED ON THE SHOP DRAWINGS. PERIMETER SUPPORTS SUPPORTS AT SIDE LAP CONNECTIONS 8. SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE 4. TRUSS SUPPLIER SHALL INSPECT ALL TRUSSES, BRIDGING, HARDWARE, BLOCKING 1/2" EFFECTIVE DIAMETER 1/2" EFFECTIVE DIAMETER BUTTON PUNCH OR 1/2" TOP OR SIDE BLOCKED AT ALL PANEL EDGES. SHEET SIZES SHALL BE 4'X8' UNLESS AT BOUNDARIES OR 8. GLULAM MEMBERS NOTED AS "FRR" (FIRE RESISTANCE RATED) SHALL BE LAYED UP WITH AND OTHER ACCESSORIES AFTER INSTALLATION AND PROVIDE WRITTEN VERIFICATION FRAMING CHANGES. REFERENCE PLANS FOR ADDITIONAL REQUIREMENTS. ADDITIONAL TENSION LAMINATION(S) AS REQUIRED TO MEET 1 HOUR FIRE RESISTANCE OF PROPER INSTALLATION OF THEIR PRODUCT TO THE ARCHITECT AND STRUCTURAL Dull Olson Weekes - IBI Group PUDDLE WELDS @ 12" OC PUDDLE WELDS @ 16" OC SEAM WELD @ 36" OC RATING IN ACCORDANCE WITH IBC 722.6.3.4. THE QUALITY STAMP ON "FRR" BEAMS SHALL ENGINEER OF RECORD. INDICATE THAT THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. & ROOF DECK SHALL BE ATTACHED AS SPECIFIED WITHIN THE STRUCTURAL DRAWINGS. FLOOR DECKING: 5. TRUSS PRODUCTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH Architects, Inc. 9. DO NOT HANG OR SUSPEND STRUCTURAL ITEMS DIRECTLY FROM THE ROOF DECK. NOW 1 . ALL DECKING SHALL BE KILN-DRIED DOUGLAS FIR LARCH COMMERCIAL GRADE, MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. STRUCTURAL ITEMS SUSPENDED FROM THE DECK SHALL BE REVIEWED AND APPROVED BY THE CONFORMING TO 1975 GRADING RULE #16 FOR WEST COAST LUMBER. 6. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS 907 SW Stark Street Portland OR 97205 ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. PREMANUFACTURED WOOD JOISTS: DUE TO MECHANICAL UNITS MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING 2. DECKING SHALL BE 2" , 3" OR 4" NOMINAL THICKNESS AS NOTED ON PLANS AND SHALL BE 1 . DESIGN OF THE PREMANUFACTURED JOIST SYSTEM SHALL BE THE CONTRACTORS PARTITIONS, SPORTS EQUIPMENT AND ALL OTHER CONCENTRATED LOADS PRIOR TO USA 10. STEEL DECK, BEAMS, AND GIRDERS WILL DEFLECT DURING THE PLACEMENT OF CONCRETE. SIDE MATCHED. tel 503 226 6950 fax 503 273 9192 CONTRACTOR SHALL ACCOUNT FOR THIS DISPLACEMENT BY PROVIDING ADDITIONAL CONCRETE RESPONSIBILITY. JOIST FABRICATION. www.dowa-ibigroup.com AT THE CENTER OF SPANS. THE INTENT IS TO CONSTRUCT LEVEL FLOORS WITHIN EACH BAY, OR 3. DECKING SHALL BE INSTALLED IN A SIMPLE SPAN OR DOUBLE SPAN PATTERN. 2. PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE AS SHOWN ON THE 7. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE www.ibigroup.com STRAIGHT SLOPES ON ROOF BAYS, AND TO PROVIDE THE MINIMUM THICKNESS OF CONCRETE 4. FOR 2" NOMINAL DECKING: AT EACH SUPPORT DECKING SHALL BE TOENAILED THROUGH STRUCTURAL DRAWINGS. JOISTS SHALL BE MANUFACTURED BY RED-BUILT, OR AN FOLLOWING (UNLESS NOTED OTHERWISE): OVER STEEL DECK THAT IS CALLED FOR ON THE STRUCTURAL DRAWINGS.. THE TONGUE AND FACE NAILED WITH TWO NAILS, USING 0.162" DIAMETER x 3 1/2" NAILS. APPROVED EQUAL, AND SHALL CONFORM TO "THE "PERFORMANCE STANDARD FOR APA FLOORS: LIVE LOAD - 1/600 OF SPAN, TOTAL LOAD -1/360 OF SPAN. COURSE NAILING NOT REQUIRED. EWS I-JOISTS" (APA EWS STANDARD PRI-400). ROOFS: LIVE LOAD - 1/240 OF SPAN, TOTAL LOAD -1/240 OF SPAN STEEL FRAMING DEFLECTION DURING CONCRETE PLACEMENT: 5. FOR 3" AND 4" NOMINAL DECKING: AT EACH SUPPORT DECKING SHALL BE TOENAILED WITH 3. ALTERNATE JOIST PRODUCTS WILL BE CONSIDERED PROVIDED THEY ARE ICC APPROVED, 8. CAMBER ALL TRUSSES ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ONE 0.225" DIAMETER x 5" NAIL AND FACE NAILED WITH ONE 0.263" DIAMETER x 6" NAIL. ARE COMPATIBLE WITH THE LOAD CAPACITY, ARE OF THE SAME DEPTH AND ON-CENTER 9. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS SHOP DRAWINGS AND COURSES SHALL BE TOE-NAILED TOGETHER WITH 0.131" DIAMETER x 2 1/2" NAILS AT 12" OC SPACING AS JOIST NOTED ON PLANS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER CT STEEL FRAMING WITH METAL DECK DEFLECTION DURING CONCRETE PLACEMENT (0.148" DIAMETER x 3" NAILES FOR 4" DECKING). THE PROJECT, AND HAVE LVL FLANGES. LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED FOR REVIEW. " 6. FOR 2" LAMINATED DECKING: AT EACH SUPPORT DECKING SHALL BE FACE NAILED WITH 4. IF ANOTHER I-JOIST PRODUCT IS TO BE SUBSTITUTED, THE SUBSTITUTED PRODUCT MUST 103 PR TWO 0.162" DIAMETER x 3 1/2" NAILS. COURSES SHALL BE TOENAILED WITH 0.113" BE EQUAL OR GREATER IN MOMENT, SHEAR, REACTION, EI, AND PERFORMANCE AS THE 10. DESIGNS, SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING DIAMETER x 2" NAILS AT 12" OC. PRODUCT SPECIFIED FOR THIS PROJECT. THE SUPPLIER SHALL BE RESPONSIBLE FOR INFORMATION: 61 TYP GIRDER THE COST OF ANY RE-ENGINEERING AND MODIFICATIONS TO THE STRUCTURAL PLANS OR A. DEFLECTION DESIGN CRITERIAC REF PLAN DETAILS DUE TO THE SUBSTITUTION OF THEIR PRODUCT. B. LIVE, SNOW, DEAD, WIND, SEISMIC AND OTHER DESIGN NAILING AND FASTENERS: C. ERECTION AND PLACEMENT CRITERIA OREGON TYP BEAM 5. ALTERNATIVE PRODUCTS AND DESIGNS MUST BE APPROVED BY THE STRUCTURAL REF PLAN 1 . ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND ENGINEER OF RECORD PRIOR TO BID. D. DETAILS OF ALL BRIDGING, BRACING, STIFFENERS, BLOCKING AND CONNECTIONS 14 CONFORM TO THE "STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES, AND TYP COL 6. CALCULATIONS OF THE PROPOSED ALTERNATE PRODUCTS MUST BE SEALED BY THERY1r�,`r � � � STAPLES" (ASTM F1667) AND "POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF E. LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS REF PLAN _ -� BUILDING CONSTRUCTION" (NER 272). PRODUCT ENGINEER AND SUBMITTED FOR REVIEW BY THE ARCHITECT AND ENGINEER OF F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT - - _ RECORD. =E�AR3E�, 08;2. NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2304.9.1 , OR NER-272. 7. JOIST SUPPLIER SHALL PROVIDE JOISTS, BRIDGING, HANGERS, BLOCKING, AND OTHER 10. STRUCTURAL WOOD CHORDS SHALL BE STRESS GRADED LUMBER. ALL CHORD \ 3. NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS, THAT SHOW THE ACCESSORIES NECESSARY FOR THE PROPER ERECTION AND PERFORMANCE OF THEIR MEMBERS SHALL KILN DRIED AN AVERAGE MOISTURE CONTENT 15% BUT - - - \ - MANUFACTURER'S NAME, NAIL SHANK DIAMETER, AND LENGTH. PRODUCT. THESE SHALL BE CLEARLY CALLED OUT AND DETAILED ON THE SHOP NOT MORE THAN 199%. ALL END JOINTS SHALL BE FINGERED, GLUED JOINTS 4. NAIL SIZES SHALL BE AS FOLLOWS: DRAWINGS. CONFORMING TO DETAILS APPROVED BY THE APPROPRIATE BUILDING CODE AUTHORITY. 8. LAMINATE MULTIPLE JOISTS WHERE INDICATED ON DRAWINGS IN ACCORDANCE WITH THE 11 . STRUCTURAL STEEL WEBS SHALL BE ACCURATELY DIE STAMPED FROM COLD ROLLED FRAMING NAILS MANUFACTURER'S RECOMMENDATIONS. STEEL TUBING. ALL MEMBERS SHALL BE OF DIAMETER AND WALL THICKNESS 9. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. REQUIRED. MINIMUM PENETRATION INTO LOW POINT (ANTICIPAATED NAIL TYPE SHANK DIAMETER (IN) FRAMING MEMBER (IN) 10 DO NOT NOTCH OR DRILL PRODUCTS, EXCEPT AS ALLOWED BY THE MANUFACTURER'S 12. - ANCHOR TRUSSES SECURELY AT BEARING POINTS, USING METAL HARDWARE DEFLECTION AT MID-BAY X-INCHES) SPECIFICATIONS. ANY PROPOSED NOTCHING OR DRILLING OF PRODUCTS REQUIRES INTEGRAL TO THE TRUSS. INSTALL FASTENERS IN THE HARDWARE IN ACCORDANCE F R O E L I C H 6d 0.113 1.250 PRIOR APPROVAL BY THE MANUFACTURER, WITH MANUFACTURER'S WRITTEN INSTRUCTION. ENGINEERS ' 8d 0.131 1.375 11 . THE CONTRACTOR SHALL COORDINATE WITH THE JOIST MANUFACTURER TO PROVIDE 17700 SW Upper Boones Ferry Rd. METAL DECK, BEAMS, AND GIRDERS WILL DEFLECT DURING PLACEMENT OF CONCRETE. - 13. DO NOT ALTER TRUSSES IN FIELD. DO NOT CUT, DRILL, NOTCH, OR REMOVE TRUSS 10d 0.148 1.500 ADDITIONAL JOISTS AND/OR ADJUST JOIST LAYOUT TO AVOID CONFLICTS WITH COLUMNS Suite #115 CONTRACTOR SHALL ACCOUNT FOR THIS DIPLACEMENT BY PROVIDING ADDITIONAL CONCRETE AT _ MEMBERS WITHOUT PRIOR APPROVAL FROM THE TRUSS MANUFACTURER. COLUMN CONNECTIONS, CONNECTION HARDWARE ETC. PortlandOregon 97224 CENTER OF SPANS. THE INTENT IS TO CONSTRUCT LEVEL FLOORS WITHIN EACH BAY, AND TO 16d 0.162 1.625 14. DO NOT RELEASE JOISTS FOR FABRICATION UNTIL ALL IMPOSED LOADS ARE , g PROVIDE A MINIMUM THICKNESS OF CONCRETE OVER METAL DECK THAT IS CALLED FOR ON THE 12. THE PREMANUFACTURED WOOD JOIST SYSTEM SHALL BE DESIGNED TO RESIST THE DOCUMENTED ON SHOP DRAWINGS AND DELEGATED DESIGN SUBMITTAL. Office: (503) 624-7005 5. UNLESS OTHERWISE NOTED ON PLANS, PLYWOOD SHEATHING SHALL BE ATTACHED TO THE FOLLOWING MINIMUM LOADS. Portland, OR. I Bend, OR. I Denver, CO. PLANS. FRAMING SUPPORTS AS FOLLOWS: 15. TRUSSES WITH CLEAR SPANS GREATER THAN 65 FEET SHALL BE INSTALLED IN RIGID froelich-engineers.com I FE# 17-TO52 JOIST LOADING MODULES AT LEAST 8FT IN WIDTH, ACCURATELY ASSEMBED IN A JIG WITH FINAL 11 . AT END BEARING SUPPORTS, DECK TO FULLY BEAR ON SUPPORTING MEMBERS 2" MINIMUM - SHEATHING PERMANTELY ATTACHED WHILE ON THE GROUND. SPECIFIED BRIDGING TYPICAL AT ROOF AND FLOOR DECK. SHEATHING NAILING LOADING TYPE UNIFORMLY DISTRIBUTED LOAD (PSF) AND BRACING SHALL BE INSTALLED IN EACH MODULE AS DETAILED IN THE 12. AT FLOOR DECK END SPLICES, BUTT DECK ENDS TIGHTLY TOGETHER OVER FRAMING MEMBER INTERMEDIATE FRAMING ROOF LIVE LOAD 20 MANUFACTURER'S DRAWINGS. AND ATTACH DECK TO FRAMING MEMBERS, REF PLAN. USE PANEL EDGES MEMBERS ROOF SNOW LOAD 25 13. AT ROOF DECK END SPLICES, LAP DECK 2" MINIMUM OVER FRAMING MEMBER AND ATTACH DECK ROOF SHEATHING 0.148" DIA @ 6" OC 0. 148" DIA @ 12" OC ROOF DEAD LOAD 20 (ADD 5PSF IN SOLAR ZONES) ENGINEERED COMPOSITE LUMBER: L TO FRAMING MEMBERS, REF PLAN. FLOOR SHEATHING 0.148" DIA @ 6" OC 0.148" DIA @ 12" OC NET WIND UPLIFT 19 (0.6W - ZONE 1 ) 1 . ENGINEERED COMPOSITE WOOD PRODUCTS SUCH AS LAMINATED VENEER LUMBER }J 14. MONITOR AND ADJUST DECK WIDTH MODULES (+/- 1/2") TO MAINTAIN PARALLEL LINES AND LAYOUT WALL SHEATHING 0.148" DIA @ 6" OC 0.148" DIA @ 12" OC FLOOR LIVE LOAD AS NOTED ON LIVE LOAD PLANS (MICROLAM), PARALLEL STRAND LUMBER (PARALAM), AND LAMINATED STRAND LUMBER Cn AND TO ENSURE DECK VALLEYS ALIGN WITH ALL PARALLEL SUPPORTS AND COLLECTORS. DO NOT FLOOR DEAD LOAD 30 (TIMBERSTRAND) SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, - RIP DECK SHEETS LENGTHWISE AND BEND DOWN TO FASTEN THE HIGH FLUTE TO PARALLEL NOTES: MANUFACTURED BY TRUS-JOIST OR AN APPROVED EQUAL. Q SUPPORTS. A. ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR 13. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE 2. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES: FASTENING ROOF SHEATHING. TO ROOF TOP MECHANICAL UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS, SPORTS EQUIPMENT AND ALL OTHER CONCENTRATED LOADS PRIOR TO O 6. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 818.2.1-1981 . ALL JOIST FABRICATION. ENGINEERED COMPOSITE LUMBER LIGHT GAGE STEEL FRAMING: BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 O 1 . METAL STUDS SHALL BE C-STUDS WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 33 AND 43 MILS BOLTS SHALL HAVE CUT THREADS. 14. THE JOIST MANUFACTURER SHALL SUBMIT DESIGNS, SHOP DRAWINGS AND COMPOSITE LUMBER TYPE MODULUS OF ELASTICITY ALLOWABLE FLEXURALB- AND 50 KSI FOR 54, 68, AND 97 MILS. 7. PRE-DRILL HOLES FOR LAG BOLTS. SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER (PSI) STRESS PSI O C, CNN 2. STUDS SHALL BE OF SAME SIZE, GAUGE AND SPACING AS SHOWN ON THE STRUCTURAL INSTALLATION. LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED FOR REVIEW. LSL 1,500,000 2,350 O U ti DRAWINGS. 8. JOIST HANGERS, HOLDOWNS, AND OTHER FRAMING ACCESSORIES SHALL BE 15. DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE FOLLOWING LVL 1,900,000 2,600 rn O 3. PROVIDE BRIDGING IN CONFORMANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION'S MANUFACTURED BY SIMPSON STRONG TIE (OR AN APPROVED EQUAL) AND BE OF THE SIZE (UNLESS NOTED OTHERWISE): PSL 2,000,000 2,900 =0 (SSMA) RECOMMENDATIONS ADEQUATE FOR DEVELOPMENT OF THE FULL MOMENT CAPACITY. AND TYPE SHOWN ON THE DRAWINGS. HARDWARE FASTENERS SHALL BE INSTALLED IN FLOORS: LIVE LOAD - 1/600 OF SPAN, DEAD LOAD -1/360 OF SPAN. V Q NOTE: FLEXURAL STRESSES NOTED ABOVE ARE FOR 12" DEEP MEMBERS. DEEPER STRICT CONFORMANCE TO THE MANUFACTURER'S REQUIREMENTS. ANY PRODUCT ROOFS: LIVE LOAD - 1/240 OF SPAN, TOTAL LOAD -1/240 OF SPAN MEMBERS SHALL BE DESIGNED FOR REDUCED STRESSES IN ACCORDANCE WITH THE 70 SUBSTITUTIONS TO SIMPSON SHALL MEET OR EXCEED SIMPSON'S PUBLISHED DESIGN 4. ALL TRACKS SHALL BE OVERSIZED TO PROVIDE FULL STUD END BEARING. 16. DESIGNS, SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING MANUFACTURER'S CAPACITIES AND MUST HAVE A CURRENT ICC EVALUATION REPORT FOR THE APPLICABLE co REQUIREMENTS. �/ L 5. SCREWS SHALL BE ELCO DRIL-FLEX, OR HILTI KWIK-FLEX (ICC ER-4780). SCREWS SHALL EXTEND CODES. 1�F �9NON DESIGN CRITERIA � � THROUGH ALL MEMBERS WITH A MINIMUM OF 3 EXPOSED THREADS. B. LIVE, SNOW, DEAD, WIND, SEISMIC AND MECHANICAL DESIGN LOADS 9. HANGERS NOT SHOWN SHALL BE SIMPSON OR B-TYPE OF THE SIZE RECOMMENDED FOR ANCHOR BOLTS: mc; F- 6. WELDING SHALL CONFORM WITH AWS D1 .3 AND BE COMPLETED BY AWS WELDERS CERTIFIED FOR THE SPECIFIC FRAMING MEMBER SHOWN ON PLAN. C. ERECTION AND PLACEMENT CRITERIA 1 . ANCHOR BOLTS FROM SILL PLATES TO FOUNDATION SHALL BE GALVANIZED. (� LIGHT GAGE STEEL. 10. FASTENERS (NAILS, BOLTS, SCREWS, LAG SCREWS, ETC) IN CONTACT WITH PT LUMBER AND D. DETAILS OF ALL BRIDGING, BRACING, STIFFENERS, BLOCKING, CONNECTIONS & 2. ALL ANCHOR BOLTS SHALL HAVE A GALVANIZED PLATE WASHER BETWEEN THE SILL PLATE > 7. LOW VELOCITY FASTENERS SHALL BE 0.157" DIAMETER HILTI X-U (ICC ESR-2269). SHEATHING SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL. OTHER FASTENERS E. NMRfilMI AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS AND NUT. Q O ti 8. WHERE STUD CLIPS ARE ATTACHED SLAB EDGE ANGLES, SCREWS AND PAFS SHALL BE INSTALLED AND HARDWARE IN CONTACT WITH PT LUMBER AND SHEATHING SHALL BE OF 3. ANCHOR BOLTS SHALL BE PLACED SO THAT PLATE WASHER IS NO MORE THAN 1/2" O � FROM MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE F. LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT +� O O PRIOR TO CONCRETE SLAB PLACEMENT. AFTER SLAB IS PLACED, WELDS SHALL BE USED - THE SHEATHED FACE OF THE SHEAR WALL. WHERE SHEATHING IS APPLIED TO BOTH WITH ASTM B695, CLASS 55 MINIMUM. CONNECTORS IN CONTACT WITH EXTERIOR CONTACT FROELICH ENGINEERS FOR WELD SIZES. APPLICATIONS OF PT LUMBER AND SHEATHING SHALL HAVE BE ZINC-COATED GALVANIZED SIDES OF SHEAR WALL, ALTERNATE ANCHOR BOLTS. 9. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO BRIDGING, TRACKS, CLIPS, WEB 4. ANCHOR BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT ♦"'i L. C� C� STEEL IN ACCORDANCE WITH ASTMA653, TYPE G185. ADDITIONALLY, FASTENER TYPE AND ■� d. STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR A COATINGS SHALL COMPLY WITH THE WRITTEN REQUIREMENTS OF THE MANUFACTURER, NO DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR WET SET. U) COMPLETE AND PROPER INSTALLATION. SUBSTITUTIONS PERMITTED. 5. SILLS AT WALL SHALL BE BOLTED TO CONCRETE WITH 5/8" DIAMETER x 7" EMBED ANCHOR cc 10. SPLICES IN STUDS ARE NOT PERMITTED. 11 . FASTENERS (NAILS, BOLTS, SCREWS, LAG SCREWS, ETC) IN CONTACT WITH FRT LUMBER BOLTS AT 4'-0" OC MAXIMUM AND WITHIN 1'-0" OF SILL PLATE ENDS, CORNERS OR SPLICES, SO co O 11 . STUDS SHALL BE SCREWED TO THE FLANGES OF BOTH UPPER AND LOWER TRACKS. AND SHEATHING SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL. OTHER UNLESS NOTED OTHERWISE ON SHEAR WALL SCHEDULE, HOLDOWN BOLTS DO NOT TAKE LO 12. JOIST SHALL BE BRACED WITH BRIDGING, REF MANUFACTURER'S SPECIFICATIONS. FASTENERS AND HARDWARE IN CONTACT WITH FRT LUMBER AND SHEATHING SHALL BE OF THE PLACE OF ANCHOR BOLT AT THE END OF THE SHEAR WALL. 4-; 4-: MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE 6. ALL SILL PLATES SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE, WITH ASTM B695, CLASS 55 MINIMUM. ADDITIONALLY, FASTENER TYPE AND COATINGS SHALL HOLDOWN BOLTS DO NOT TAKE THE PLACE OF ANCHOR BOLT AT THE END OF THE SHEAR SAWN FRAMING LUMBER: COMPLY WITH THE WRITTEN REQUIREMENTS OF THE MANUFACTURER. WALL. 1 . SAWN LUMBER SHALL CONFORM TO THE WEST COAST LUMBER INSPECTION BUREAU 12. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8" DIAMETER x 7" EMBED ANCHOR 7. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL. (WCLIB) OR THE WESTERN WOODS PRODUCTS ASSOCIATION (WWPA) GRADING RULES. BOLTS AT 4'-0" OC MAXIMUM AND WITHIN T-0" OF SILL PLATE ENDS, CORNERS OR SPLICES, 2. ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS: UNLESS DETAILED OTHERWISE. WASHERS TO BE MINIMUM 1/4"x3"x3", IN ACCORDANCE WITH HOLDOWN BOLTS: H IBC 2305.3.11 . 1 . ALL HOLDOWN BOLTS AT SHEAR WALLS TO FOUNDATION SHALL NOT BE IN CONTACT W/ 13. ALL SILL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE PRESERVATIVE TREATED (PT) WOOD. PT WOOD PLATES SHALL HAVE OVERSIZED HOLES SAWN LUMBER FASTENERS PER PIECE. 1/4" MIN & 3/8" MAX LARGER THAN BOLT SIZE. AS AN ALTERNATIVE, THE ANCHOR MAY BE SLEEVED WITH AN INSULATOR BUSHING OR GALVANIZED IN ACCORDANCE W/ ASTM A653. USE SPECIES/GRADE Fb (PSI)--BASE VALUE LUMBER 2" TO 4" THICK DOUGLAS FIR-LARCH 900 2. HOLDOWN BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S NO.2 SPECIFICATIONS. BEAMS 5"x5" AND GREATER DOUGLAS FIR-LARCH 1350 3. HOLDOWN BOLTS SHALL BE PLACED A MINIMUM OF 5" FROM THE END OF CONCRETE NO.1 STEMWALLS. ADD ADDITIONAL 2x STUD AS REQUIRED. DOUGLAS FIR-LARCH 4. REFERENCE HOLDOWN SCHEDULE ON 6/S8.00 AND DETAILS 7/S8.00, 8/S8.00, 9/S8.00, POSTS NO.1 1200 11/S8.00 AND 12/S8.00 FOR TYPICAL HOLDOWN INSTALLATION REQUIREMENTS. T&G DECKING DOUGLAS FIR LARCH 1450 5. HOLDOWN BOLTS SHALL BE LOCATED IN THE FORMS AND TIED SUFFICIENTLY TO PREVENT D E COMMERCIAL DEX DISPLACEMENT DURING CONCRETE PLACEMENT. DO NOT HAND SET OR WET SET. p 3. ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE KILN DRIED AND CERTIFIED IN WRITING 6. HOLDOWN BOLTS SHALL BE ASTM F1554 GRADE 36 STEEL, THREADED ON BOTH ENDS -� U BY THE SUPPLIER TO BE LESS THAN 19% MOISTURE CONTENT. UNLESS NOTED OTHERWISE. L 4. ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND ENGINEER OF (PT) IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS BUREAU (AWPB) UNLESS RECORD INCLUDING THE FOLLOWING INFORMATION: AN APPROVED MOISTURE BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB A. HOLDOWN BOLT MATERIAL TYPE QUALITY MARK. B. HOLDOWN BOLT SIZE N 5. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS C. OVERALL HOEDOWN BOLT LENGTH 2308.8.2, 2308.9.10, 2308.10.4.2 AND THE LIMITATIONS AS NOTED ON THE STRUCTURAL v DRAWINGS. phase D.DHOLDOWN BOLT EMBEDMENT INTO FOOTING p PERMIT SET - NE. HOLDOWN BOLT PROJECTION FOR HOLDOWN TYPE (INCLUDING SUFFICIENT p 6. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS. PROJECTION AND THREADS TO ALLOW FOR A MINIMUM OF 2" FIELD TOLERANCE) � 7. PROVIDE SOLID LINES OF BLOCKING, SAME DEPTH OF FRAMING MEMBER, AT ALL BEARING F. DIMENSIONED HOLDOWN BOLT LAYOUT DRAWINGS SHOWING LOCATION OF ALL O 8. OST BRIDGING SHALL BE REQUIRED WHERE JOISTS HAVE A DEPTH-TO-THICKNESS RATIO HOLDOWN BOLTS pGREATER THAN 5-TO-1 AND WHERE ONE EDGE IS UNSUPPORTED. JOIST BRIDGING SHALL G. DIMENSIONED HOLDOWN BOLT LAYOUT DRAWINGS SHOWING LOCATION, SIZE, TYPE, date FEB 089 2019 ;✓ BE SPACED AT 8'-0" ON CENTER MAXIMUM. AND QUANTITY OF HOLDOWN POST OR BUILT-UP MEMBER QOI 9. WHERE NOTED ON THE PROJECT, LUMBER SHALL BE FIRE-RETARDANT TREATED (FRT). H. HOEDOWN TYPE revisions FRT LUMBER HAS BEEN DESIGNED CONSIDERING REDUCED VALUES NOTED BELOW, FRT I. ALL ACCESSORIES (INCLUDING PLATE WASHERS, DOUBLE NUTS, ETC.) AND LUMBER REDUCED DESIGN VALUES OF THE SELECTED PRODUCT SHALL NOT EXCEED THE LOCATIONS MAXIMUM REDUCTIONS LISTED. L j LUMBER STRESS REDUCTION L BENDING 0.85 CO TENSION 0.80 COMPRESSION (PARALLEL-TO-GRAIN) 0.90 HORIZONTAL SHEAR 0.90 FASTENER 0.90 H LO 10. WHERE NOTED ON THE PROJECT, SHEATHING SHALL BE FIRE-RETARDANT TREATED (FRT). LIDFRT SHEATHING HAS BEEN DESIGNED CONSIDERING A MAXIMUM REDUCTION OF 90%. FRT C-0 SHEATHING DESIGN VALUES OF THE SELECTED PRODUCT SHALL NOT EXCEED THE project # 16055 N MAXIMUM REDUCTIONS LISTED. 11 . THE FRT TREATMENT SHALL HAVE A CURRENT INTERNATIONAL INSPECTION COUNCIL ICC- GENERAL STRUCTURAL N ES EVALUATION REPORT COMPLIANT WITH THE CURRENT BUILDING CODE AND ICC-ES E% ACCEPTANCE CRITERIA AC316. NOTES Q 0 12. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA OF ALL FRT LUMBER THAT SHOWS IT �p MEETS THE REDUCTION LIMITS AS STATED ABOVE. O� Loo �U 0-)i SONO2 lr-CDa) NCn �:D co_� NU --- - - -- -- --- - - - - - - - - - - - - - - - - _ - - TABLE STEEL REFER TO INSPECTION OF FABRICATOR TABLE 6 REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS REQUIREMENTS REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (SEISMIC CATEGORIES C, D, E, F) INSPECTION FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5.2 AISC 360 N2 X SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS APPROVAL BASED ON NATIONALLY INSPECTION REFERENCE REFERENCE CONTINUOUS PERIODIC RECOGNIZED ACCREDITING AUTHORITY SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS AISC 360 A3.3 REFERENCE REFERENCE I CONTINUOUS PERIODIC SOILS AISC 360 N 3.2 STRUCTURAL WOOD GEOTECHNICAL INVESTIGATION SHALL MATERIAL VERIFICATION OF HIGH- ASTM STANDARDS MANUFACTURER'S CERTIFIED TEST TABLE INCLUDE ITEMS OF SPECIAL INSPECTION STRENGTH BOLTS, NUTS, AND WASHERS SPECIFIED IN X REPORTS FIELD GLUING OF DIAPHRAGM AND GEOTECHNICAL INVESTIGATIONS 1705.6 AND TESTING AS NOTED IN TABLE 5 OF CONSTRUCTION SHEAR WALL ELEMENTS FOR SEISMIC X 1803 THE GUIDELINES DOCUMENTS FORCE-RESISTING-SYSTEMS RCSC 2.1 CONNECTIONS FOR DIAPHRAGM PERIODIC VERIFY MATERIALS BELOW SHALLOW BY THE GEOTECHNICAL ENGINEER SNUG-TIGHT JOINT HIGH-STRENGTH BOLT ALL CONNECTIONS INSPECTED AND CHORDS, COLLECTORS BRACING 1705.2.1 .1 X X 'i ALL CONNECTIONS VISUALLY INSPECTED FOUNDATIONS ARE ADEQUATE TO TABLE ( SPECIAL INSPECTION INSTALLATION VERIFIED SNUG DRAG STRUTS AND SHEAR WALL X FREQUENCY AND TIMING TO BE DEFINED RCSC ANCHORAGE AND HOLDOWNS 1705.11 .2 ACHIEVE THE DESIGN BEARING 1705.6 PRETENSIONED AND SLIP-CRITICAL JOINT ALL CONNECTIONS INSPECTED. CAPACITY BY THE GEOTECHNICAL ENGINEER OF HIGH-STRENGTH BOLT INSTALLATION SPECIFICATION FOR RECORD) STRUCTURAL CONNECTIONS USING DIRECT TENSION SPECIAL INSPECTION IS NOT REQUIRED USING TURN-OF-THE-NUT METHOD WITH 1705.2.1 .1 JOINTS USING ASTM FASTENING OF DIAPHRAGM AND SHEAR X INDICATORS, ALL BOLTS SHALL BE WHEN FASTENER SPACING IS GREATER VERIFY EXCAVATIONS ARE EXTENDED TABLE MATCH MARKING, TWIST-OFF BOLT OR A325 OR A490 INSPECTED AFTER SNUGGING AND WALL SHEATHING WITH EDGE NAILING <_ X THAN 4" ON CENTER FOR WOOD SHEAR TO PROPER DEPTH AND HAVE REACHED 1705.6 X DIRECT TENSION INDICATOR METHOD BOLTS SECTION 9 AFTER PRETENSIONING 4„ WALLS, DIAPHRAGMS, NAILING, BUILDING PROPER MATERIAL PRETENSIONED AND SLIP-CRITICAL JOINT AND OTHER COMPONENTS IN THE SEISMIC PERFORM CLASSIFICATION AND TABLE TESTING OF COMPACTED FILL MATERIALS HIGH-STRENGTH BOLT INSTALLATION AISC 360, SECTION FORCE-RESISTING SYSTEM. TESTING OF COMPACTED FILL 1705.6 X (SEE TABLE 5) USING TURN-OF-THE-NUT METHOD 1705.2.1 .1 M2.5 X ALL CONNECTIONS INSPECTED MATERIALS 1803.5.1 WITHOUT MATCH MARKING OR VERIFY USE OF PROPER MATERIALS, CALIBRATED WRENCH METHOD TABLE 8 DENSITIES AND LIFT THICKNESSES TABLE X BY THE GEOTECHNICAL ENGINEER ASTM A6 DURING PLACEMENT AND COMPACTION 1705.6 1 ASTM STANDARDS REQUIRED SPECIAL INSPECTIONS FOR WIND RESISTANCE ' ' I R I 1705.2.1 OF COMPACTED FILL SPECIFIED IN INSPECTION V PRIOR TO PLACEMENT OF COMPACTED MATERIAL VERIFICATION OF STRUCTURAL 2203.1 CONSTRUCTION X CERTIFIED MILL TEST REPORTS SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS FILL, OBSERVE SUBGRADE AND VERIFY TABLE X STEEL TABLE 1705.2 DOCUMENTS REFERENCE REFERENCE CONTINUOUS PERIODIC THAT SITE HAS BEEN PREPARED 1705.6 AISC 360 N3.2 PROPERLY. AISC 360 A3.1 NAILING, BOLTING, ANCHORING AND SPECIAL INSPECTIONS ARE NOT AISC 360 M5.5 OTHER FASTENING OF COMPONENTS REQUIRED FOR WOOD SHEAR WALLS AND Dull Olson Weekes - IBI Group WITHIN THE MAIN WIND FORCE- DIAPHRAGMS WHERE THE FASTENER Architects, Inc. FOR OTHER STEEL IDENTIFICATION APPLICABLE ASTM RESISTING SYSTEM INCLUDING WOOD 1705.10.1 X SPACING IS MORE THAN 4 INCHES ON TABLE 1705.2 MATERIAL X MARKINGS TO CONFORM TO ASTM MANUFACTURER'S CERTIFIED TEST SHEAR WALLS, WOOD DIAPHRAGMS, CENTER OR FOR COLD-FORMED STANDARDS SPECIFIED IN THE APPROVED REPORTS DRAG STRUTS, BRACES AND HOLD- CONSTRUCTION WHERE THE SHEATHING TABLE 2 CONSTRUCTION DOCUMENTS STANDARDS DOWNS IS GYPSUM BOARD, FIBERBOARD, OR 907 SW Stark Street Portland OR 97205 REQUIRED STRUCTURAL SPECIAL INSPECTIONS AISC 360 N3.2 FIELD GLUING OPERATIONS OF WOOD STRUCTURAL PANEL OR STEEL USA INSPECTION MATERIAL VERIFICATION OF WELD FILLER AISC 360 A3.5 MANUFACTURER'S CERTIFICATE OF ELEMENTS OF THE MAIN WIND-FORCE- 1705.10.1 X SHEET ON ONE SIDE ONLY AND FASTENER tel 503 226 6950 fax 503 273 9192 METALS TABLE 1705.2 APPLICABLE AWS X COMPLIANCE RESISTING SYSTEM. SPACING IS MORE THAN 4" ON CENTER. SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS www.dowa-ibigroup.com REFERENCE REFERENCE CONTINUOUS PERIODIC A5 DOCUMENTS ROOF CLADDING AND WALL CLADDING 1705.10.3 X www.ibigroup.com COMPLETE AND PARTIAL JOINT AWS D1.1 ALL WELDS VISUALLY INSPECTED PER FABRICATORS PENETRATION GROOVE WELDS TABLE 1705.2 SECTION 6 X AWS D1 .1 6.9 SPECIAL INSPECTION IS REQUIRED FOR MULTIPASS FILLET WELDS TABLE 1705.2 AWS D1 .1 X ALL WELDS VISUALLY INSPECTED PER SECTION 6 AWS D1 .1 6.9 STRUCTURAL LOAD-BEARING MEMBERS 1704.2.5 X AND ASSEMBLIES FABRICATED ON THE SINGLE PASS FILLET WELDS GREATER TABLE 17052 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER PREMISES OF A FABRICATOR'S SHOP. THAN 5/1611 . SECTION 6 AWS D1 .1 6.AWS D1 .1 ALL WELDS VINSPECTED NS PECTED PER � T( THESPECIAL CIALTHE INSPECTOR NSP C OR MAINTAINS VERIFY PLUG AND SLOT WELDS TABLE 1705.2 SECTION 6 X AWS D1 1S DETAILED FABRICATION AND QUALITY SINGLE PASS FILLET WELDS LESS THAN TABLE 17052 AWS D1.1 X ALL WELDS VISUALLY INSPECTED PER OR EQUAL TO 5/1611 . SECTION 6 AWS D1 .1 6.9 1704.2.5.1 CONTROL PROCEDURES AND SHALL - - - --- - $1 3 REVIEW FOR COMPLETENESS AND FLOOR AND ROOF DECK WELDS TABLE 1705.2 AWS D1 . X ALL WELDS INSPECTED PER AWS D1 .3 ADEQUACY RELATIVE TO THE CODE SECTION 7 7.1 REQUIREMENT. MATERIAL VERIFICATION OF REINFORCING TABLE 1705.2 ACI 318: 3.5.2 X CERTIFIED MILL TEST REPORTS OREGON STEEL FOR WELDING 1705.2.2.1.2 AWS D1 .4 SPECIAL INSPECTIONS REQUIRED BY WELDING REINFORCING EXCEPT AS TABLE 1705.2 ACI 318: 3.5.2 14 *. X SECTION 1705 ARE NOT REQUIRED WHERE NOTED OTHERWISE 1705.2.2.1 .2 AWS D1 .4 yR,'f'� THE WORK IS DONE ON THE PREMISES OF AISC 360 N3.2 . 06-30-20j� A FABRICATOR REGISTERED AND AISC 360 A3.4 FABRICATORS APPROVED TO PERFORM SUCH WORK MATERIAL VERIFICATION OF ANCHOR ASTM STANDARDS MANUFACTURER'S CERTIFIED TEST iIRE WITHOUT SPECIAL INSPECTION. X APPROVAL SHALL BE BASED UPON BOLTS AND THREADED RODS SPECIFIED IN REPORTS - - - - REVIEW OF THE FABRICATOR'S WRITTEN CONSTRUCTION PROCEDURAL AND QUALITY CONTROL DOCUMENTS 1704.2.5.2 MANUALS AND PERIODIC AUDITING OF VERIFYING USE OF PROPER WPS'S AISC 360 N3.2 COPY OF WELDING PROCEDURE FABRICATION PRACTICES BY A _ --__ SPECIFICATIONS NATIONALLY RECOGNIZED ACCREDITING VERIFYING WELDER AND WELDING 1705.2.2.1 X COPY OF QUALIFICATION CARDS AUTHORITY. AT COMPLETION OF INSPECTOR QUALIFICATIONS FABRICATION, THE APPROVED ICC EVALUATION SPECIAL INSPECTIONS APPLY TO FABRICATOR SHALL SUBMIT A INSTALLATION OF COMPOSITE SLAB 1705.1 .1 REPORT X DECKING TYPE, DEPTH, GAGE, AND F R O E L I C H CERTIFICATE OF COMPLIANCE TO THE DECKING ASCE 9 CHAPTER 3 FASTENING ENGINEER 5 A BUILDING OFFICIAL STATING THAT THE CONTINUOUS INSPECTION IS NOT 17700 SW Upper Boones Ferry Rd. WORK WAS PERFORMED IN ACCORDANCE REQUIRED WHEN WELDS INSTALLED Suite #115 WITH THE APPROVED CONSTRUCTION WITH AN AUTOMATICALLY TIMED STUD Portland, Oregon 97224 DOCUMENTS. WELDING STUDS EXCEPT AS NOTED AISC 360 N6 WELDING MACHINE PER SECTION 7 OF Office: 624-7005 AWS D1 .1 SECTION X Portlandd,, O OR. I Bend, OR. I Denver, CO. CONCRETE OTHERWISE 7 AWS D1 .1 (ONLY PERIODIC), 1705.2 (3) Froelich-engineers.com I FE# 17-TO52 SPECIAL INSPECTIONS APPLY TO ANCHOR ALL WELDS VISUALLY INSPECTED PER PRODUCT NAME, TYPE, AND DIMENSIONS, AWS D1 .1 7.8.1 HOLE DIMENSIONS, COMPLIANCE WITH WELDING STAIR AND RAILING SYSTEMS 1705.2 (2.5) AWS D1 .1 SECTION X ALL WELDS VISUALLY INSPECTED PER INSPECTION OF ANCHORS INSTALLED IN 1909.1 ACI 318: DRILL BIT REQUIREMENTS, CLEANLINESS 6 AWS D1 .1 6.9 HARDENED CONCRETE TABLE 1705.3 3.8.6, 8.1 .3, 21 .1 .8 OF THE HOLE AND ANCHOR, ADHESIVE COLD-FORMED STEEL FRAMING EXPIRATION DATE, ANCHOR/ADHESIVE MATERIAL VERIFICATION OF WELD FILLER MANUFACTURER'S CERTIFIED TEST INSTALLATION, ANCHOR EMBEDMENT, AND X TIGHTENING TORQUE METALS AWS D1 .3 SECTION REPORTS ♦♦^^ V J a. ADHESIVE ANCHORS INSTALLED IN VERIFYING USE OF PROPER WPS'S 7 X COPY OF WELDING PROCEDURE SPECIFICATIONS INCLINED ORIENTATIONS. 1705.2.2.1 .1 AWS D1 .3 X Q HORIZONTALLY UPWARDLY X COLD-FORMED STEEL ROOF AND FLOOR WELDING INSPECTION AND INSPECTOR - --- DECKS QUALIFICATION _ b. MECHANICAL ANCHORS AND VERIFYING WELDER AND WELDING 1705.2.2.1 X COPY OF QUALIFICATION CARDS O ADHESIVE ANCHORS NOT DEFINED IN ( X INSPECTOR QUALIFICATIONS WELDED FRAMING CONNECTIONS 1705.2.2.1 AWS D1 .3 SECTION X ALL WELDS VISUALLY INSPECTED PER O - -- 7 AWS D1 .37.1 TABLE REPORT REPORT X � ACI 318-11 1908.5 ICC EVALUATION O SECTION D INSPECTION OF ANCHORS INSTALLED IN O ♦ , � 9.2.2.2 HARDENED CONCRETE V VERIFYING ADHESIVE ANCHOR X COPY OF ACI/CRSI ADHESIVE ANCHOR 1705.3 rn O INSTALLER CERTIFICATIONS ACI 318-14 CERTIFICATION CARDS WOOD �+ SECTION FABRICATION OF PREFABRICATED 1705.5 X REFER TO INSPECTION OF FABRICATOR V 17.8.2.2 STRUCTURAL ELEMENTS REQUIREMENTS - TOLERANCES AND REINFORCING FABRICATION OF HIGH-LOAD DIAPHRAGMS: ' - 1705.3 PLACEMENT PER ACI 7.5; SPACING LIMITS }, REINFORCING STEEL 1910.4 ACI 318: 7.1-7.7 ACI 318: 3.5 X FOR REINFORCING ACI 7.6 a. VERIFY STRUCTURAL PANEL GRADE AN X 1705.5.1 1901 .3.2 PROTECTION OF REINFORCEMENT PER THICKNESS TABLE CU ACI 7.7 2306.2 (2) 1705.2.2.1 .2 ACI 318: 3.5.2 REFER TO STEEL FOR WELDING 1705.5.1 WELDING REINFORCING STEEL X REQUIREMENTS X Q O r-,1903.1 AWS D1 .4 b. VERIFY NOMINAL SIZE OF FRAMING TABLE 1705.2.2, ITEM 2b MEMBERS AT ADJOINING PANEL EDGES TABLE O O a. VERIFICATION OF WELDABILITY OF TABLE AWS D1 .4 2306.2 (2) d- REINFORCING STEEL OTHER THAN ACI 318: SECTION X c. VERIFY NAIL OR STAPLE DIAMETER AND 1705.5.1 1705.2.2 LENGTH, NUMBER OF FASTENER LINES .� ASTM A 706 _ _ 3_.5.2 _ � M co b. REINFORCING STEEL RESISTING AND SPACING BETWEEN FASTENERS IN TABLE w� C� � FLEXURAL AND AXIAL FORCES IN EACH LINE AND AT EDGE MARGINS 2306.2 (2) O C`7 M INTERMEDIATE AND SPECIAL MOMENT AWS D1 .4 Ln O O FRAMES, AND BOUNDARY ELEMENTS O TABLE ACI 318: SECTION X (b) - CO LCA LO SPECIAL STRUCTURAL WALLS OF 1705.2.2 3.5.2 l� CONCRETE AND SHEAR TABLES T REINFORCEMENT REQUIRED TESTING FOR SPECIAL INSPECTIONS TABLE AWS D1 .4 TESTING c. SHEAR REINFORCEMENT 1705.2.2 ACI 318: SECTION X 3.5.2 SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY REMARKS AWS D1 .4 REFERENCE REFERENCE CONTINUOUS PERIODIC d. OTHER REINFORCING STEEL TABLE ACI 318: SECTION X 1705.2.2 3 5 2 GEOTECHNICAL - - -- TABLE ACI 318: 1 .3.2.0 GEOTECHNICAL ENGINEER TO PLACEMENT OF BOLTS INSTALLED IN 1705.3 ACI 318: 8.1 .3 PERFORM TESTING OF COMPACTED FILL 1803 TESTING PER GEOTECHNICAL REPORT CONCRETE 1908.5 ACI 318: 21 .1 .8 X ALL BOLTS VISUALLY INSPECTED MATERIALS 1909.1 ACI 318 - APPENDIX D FILL IN-PLACE DENSITY OR PREPARED X (a) BY THE GEOTECHNICAL ENGINEER TABLE SUBGRADE DENSITY 1705.3 VARIES; VERIFYING USE OF REQUIRED MIX 1904 ACI 318: CHAPTER 4 X 1705.6 CLASSIFICATION AND DESIGN(S) 1904.2 ACI 318: 5.2-5.4 MATERIAL VERIFICATION TESTING OF X (a) BY THE GEOTECHNICAL ENGINEER 1910.2 CONTROLLED FILL 1910.3 MATERIALS C CONCRETE PLACEMENT TABLE ACI 318: 1 .3.2.D X CONCRETE 1705.3 ACI 318: 5.9 - 5.10 CONCRETE PLACEMENT AT COMPOSITE D E � SLABS ASCE 9, CHAPTER 3 X AT THE TIME FRESH CONCRETE IS FABRICATE SPECIMENS AT TIME FRESH 0O TABLE SAMPLED TO FABRICATE SPECIMENS ASTM C 172 CONCRETE IS PLACED U CONCRETE CURING 1705.3 ACI 318: 5.11-5.13 X FOR STRENGTH TESTS, PERFORM TABLE ASTM C 31 X ONCE EACH DAY FOR A GIVEN CLASS OF C6 1910.9.1-3 SLUMP AND AIR CONTENT TESTS AND 1705.3 CONCRETE, OR LESS THAN ONCE FOR SPECIAL INSPECTIONS APPLY TO SHAPE, DETERMINE THE TEMPERATURE OF THE ACI 318: 5.6, 5.8 VERIFICATION OF FORMWORK TABLE ACI 318: 6.1 .1 X LOCATION AND DIMENSIONS OF THE CONCRETE EACH 150 YARDS OF CONCRETE, OR LESS 1705.3 THAN ONCE FOR EACH 5,000 FT2 OF CONCRETE MEMBER BEING FORMED SURFACE AREA FOR SLABS/WALLS. ONCE N EACH SHIFT FROM IN-PLACE WORK OR CL FROM TEST PANEL AND MINIMUM ONE v CONCRETE STRENGTH TABLE ASTM C39 X SPECIMEN FOR EACH 50 CUBIC YARDS. phase PERMIT SET 1705.3 "PRECONSTRUCTION TESTS AS REQUIRED PER THE BUILDING OFFICIAL." pCONCRETE SLUMP ASTM C143 X E CONCRETE AIR CONTENT - TABLE ASTM C231 X date FEB 08, 2019 CONCRETE TEMPERATURE 1705.3 ASTM C1064 X 0I STEEL revisions �I MAGNETIC PARTICLE (MT) AND MT - AWS D1 .1 6.14.4 ULTRASONIC (UT) TESTING OF WELDS 1705.2.2 UT - AWS D1 .1 6.13 & PER DRAWINGS 6.14.3 THIS TESTING PERFORMED BY PRE-CONSTRUCTION TESTING OF 1705.2.2 AWS D1 .1 7.7.1 EACH SIZE AND TYPE OF STUD CONTRACTOR AND CONFIRMED BY WELDING STUDS EACH SHIFT SPECIAL INSPECTOR. _ - - - - ?% NON-PREQUALIFIED THIS TESTING PERFORMED BY STUD APPLICATION QUALIFICATION 1705.2.2 AWS D1 .1 7.6 APPLICATIONS CONTRACTOR AND CONFIRMED BY CU SPECIAL INSPECTOR. F RCSC SPECIFICATION LO FOR STRUCTURAL EACH COMBINATION OF Ln PRE-INSTALLATION VERIFICATION OF DIAMETER, LENGTH, GRADE, � PRETENSIONED HIGH STRENGTH BOLTS 1705.2.2 JOINTS USING ASTM AND LOT TO BE USED IN THE A325 OR A490 BOLTS WORK project # 16055 j SECTION 7 SPECIAL INSPECTION E 2E :3 Q U OD L� O U) SONO3 Ir- OQ) N Cn co�- N U -- - - - - D2 3 4 D5rF -1 IIII II —n6 (- II IIIII III 1III1I 1III1I IIIII II 9IIII I1II1IIIII 1III11III1 1II0 1IIIII IIIIII I 1 1II 2 M FLOOR®®®LIVE LOA D LEGEND: 302 - 3 1 DESIGN LIVE LOAD FOR THE S TRUCTUR E IS 40 PSF IN ACC ORD A NCE WITH TH IBC TABLE 16 07.1 ITEM 2 5 F O R 31' - 3" 15' 0" 14' - 6" 27' - 3" " 37' - 9" 47' - 0" 61' - 3" 12' - 0" 27' - 9" MULTI-FAMILY DWELLINGS (PRIVATE ROOMS) AND 60 PSF AT RESIDENTIAL DECKS UNLESS NOTED OTHERWISE. 2 DESIGN LIVE LOADS EXCEEDING THE 40 PSF NOTED ABOVE ARE IDENTIFIED BY THE SHADING NOTED BELOW. DESIGN LIVE LOADS SHALL BE POSTED WHERE REQUIRED BY AND IN ACCORDANCE WITH IBC SECTION 106.1 . 3 DO NOT PLACE, CAUSE OR PERMIT LOADING GREATER THAN THE DESIGN LIVE LOADS NOTED ON ANY PORTION (S) OF THE STRUCTURE AS PER IBC 106.3. LIVE LOAD = 40 PSF (AT CLASSROOMS ROOMS)A A LIVE LOAD = 80 PSF (CORRIDORS, IBC TABLE 1607.1 ITEM 25) LIVE LOAD = 100 PSF DUE TO ONE OF THE FOLLOWING OCCUPANCY OF USE: PUBLIC ROOMS STAIRS AND EXITS (IBC TABLE 1607.1 ITEM 30) MECHANICAL ROOMS AMENITY ROOMS (IBC TABLE 1607.1 ITEM 22) LIVE LOAD = 125 PSF (STORAGE ROOMS, IBC TABLE 1607.1 ITEM 31)� - - - -g B J _---- -- —r�IIIIIII8•°�JIIIIIIIIIII—--— —_IIIIIIIIIIII1II�1I 1I s 3—.10——J IIIII IIIIIIIIII1I1iIIIII1IIIIII�S—IIIIIIIIII1jtII -lI(III III I I-- - - -_-o-III oI — =IIIIIIII�II II IIIII�II II IIIII IIIIIII�II II IIIII II II11 — I IIIIIII►II I II II ' LIVE LOAD = 150 PSF (STAGE FLOORS, IBC TABLE 1607.1 ITEM 4) I --.Q� � .. � � I � o -B �--% I N X IL Dull Olson Weekes - IBI Gr ou p - - — � — � _I -1 v7 Architects, Inc. - - - - - - - co 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9 1 9 2M www.dowa-ibigroup.com www.ibigroup.com - - - - — - - - - - - - - CT ' L 'F 61 N OREGON `°_ _ _ - - IfRk EXPIRES: al tly F I IA - - - - - - WFROELICH ENGINEERS — --- — 17700 SW Upper BoonesFerry Rd. CPortland, Oregon 97224 (503) 624-7005Office Portland, OR. I Bend, OR. I Denver, CO. froelich-engineers.com I FE# 17-TO52 ii JL -d X N o 11 0 CN sv ! V O LO co (z LJ CD ~ I CD qc:t o 0 � cc o c� M o 0 I co 3 UO I — — � � = LL - - - = - - -I- F - - - - - - - - - - I - - - -I II IIII -�IiIIII -- --I —I I I IIII II D - E - - - - - (D �0 I phase PERMIT -I SET I FEB 08 2019 date IFF 00 revisions J I I I co 1 1 I I I I I I i I I I I I project # 16055 ¢ M - ° - -° --- - - - - - - I - - OVERALL LIVE LOAD SECOND FLOOR FRAMING o I 1 1 I I PLAN U5 5 pig- �Q2m 2A S3.10 OVERALL LIVE LOAD FOUNDATION & 2ND FLOOR PLAN 1 N� 1 " = 20'-0" oc)_� NU -- --- --- - - - - - - - - - - - - - - -- - - - - - - 1 2 3 4 5 6 7 302' - 3"---(: 8 9 10 11 12 ROOF SNOW LOAD LEGEND- 31' - 311 EGEND:31' - 3" 15' - 0" 14' - 611 27' - 3" 18' - 0" 10' - 6" 37' - 911 47' - 0" 61' - 3" 12' - 0" 27' - 9" ` / 1 ROOFS HAVE BEEN DESIGNED FOR SNOW LOAD OF 25 PSF UNO: I I I I I I I I I I I I SNOW DRIFT = REF PLAN (0000" ROOF SNOW LOAD = 25 PSF MN a ~N33 psEffiffi NI I I 1 3 psf EXISTING ROOF 91 v M N B N B 5 40N 04 1 B oil 33 ps W%l 0 19 ST 19 psf 1 psf 11 psf N 13 — _ Dull Olson Weekes - IBI Group OC Architects, Inc. 33 ps Q rn - 907 SW Stark Street Portland OR 97205 USA M tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com I F , uCTU 61 2 sf N 22 sf ORE 0 m I I I I I I 1 co 1420°ti YR. EXPIRES: 06-30-2D I I I I I I I I I — — N � — — — — — — — — — — — — — OE 22 s N o FROELICH Q N ENGINEERS 17700 SW Upper Boones Ferry Rd. CF — — — — — — F Suite #115 1 M _ Q I Portland, Oregon 97224 M N Office: (503) 624-7005 N Portland, OR. I Bend, OR. I Denver, CO. Q froelich-engineers.com 1 FE# 17-TO52 CL w M >0< �♦♦--,,+ 19 s 19p v 119 ps 19 psf I U) 33 s 3 s 8 sf Q v CL N O NCH ) O N �lllll 3 00 1l`__ S-020 I I I I I 2 psf I o O7 22 s 2.2 Dsf elf 01 6 sf I M ♦n I I I I I I y I C 71 N _ CIO 26 ps — — — JCD CL C—¢ o ma Q to CD CD CV XXXX CID II S II (� I I I I p I ► o CO CO II �_ co 0 0 26 s 3 0S II 3.10 CN S3.10 I I 11' ASI-04 /� I ► I I I Q I I I L — — — — 6s °° N 6 L CL N 8 psf, w - LoN N DO Q fl. LIDD 7 Q 0° psf 8 psf psf 5 11301 I I 2 . p E Oy 12' U_ N Co _ cn 0 1 0 0 - o (D n N w100 " w v W C_ 19 sf I I 1 phase Conformed Set 0 0 in date A ril 26, 2019 p I g ps 19 s Q a, p L_ Cpl 8 ps 8 psf 8 psf 8 psf revisions 5' ASI-04 106.07.2019 �I w L 2' 2' w 2' 2' a-. o. V U) Cle N CID (6 F_ <19 psf 190S CD I I I 1 1 I project # 16055 5 Ai OVERALL SNOW LOAD N ROOF FRAMING FLOOR 00 I 1 1 1 1 1 I � i PLAN M _ M ,. Q 5 O US3.10 o N 2m 3 A OVERALL SNOW LOAD ROOF PLAN P'l1 11 = 20 1-011 1 - - - - BEARING WALL SCHEDULE FOOTING SCHEDULE FOUNDATION PLAN NOTES A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEET AND STUD SIZE, GRADE, AND SPACING TYPE SIZE REINFORCING NOTES SCHEDULES. MARK NOTES 1'-6" WIDE x 14" DEEP LONG: (2) #4 EQ SPACED - BOT B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES FIRST FLOOR WALL SECOND FLOOR WALL F1 x CONT. TRANSV: #4 @ 18" OC BOT AND DETAIL 3/S5.00 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. W1 2x6 DF#2 @ 16" OC 2x6 DF#2 @ 16" OC TYPICAL INTERIOR WALL F2 2'-0" WIDE x 10" DEEP LONG: (3) #4 EQ SPACED - BOT C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/S5.00. x CONT. TRANSV: #4 @ 18" OC BOT 3x6 DF#2 @ 16" OC OR 2x6 DF#2 @ 16" OC OR TYPICAL INTERIOR DEMISING WALL 2'-0" WIDE x 14" DEEP LONG: (3) #4 EQ SPACED - TOP AND BOT D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. W2 (2)2x6 DF#2 @ 16" OC 1 .5x5.5 1.3E LSL @ 16" OC FASTEN STUDS TOGETHER PER 5/S6.00 (1) F3 x CONT. TRANSV: #4 @ 18" OC BOT E ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS OR ENGINEERED FILL PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT 3x6 DF#2 @ 16" OC OR 2'-6" WIDE x 10" DEEP LONG: (3) #4 EQ SPACED - BOT W3 (2)2x6 DF#2 16" OC TYPICAL INTERIOR CORRIDOR WALL F4 GEOTECHNICAL REPORT. @ (2)2x6 DF#2 @ 16 OC OR x CONT. TRANSV: #4 @ 18 OC BOT 1 .5x5.5 1.3E LSL @ 16" OC FASTEN STUDS TOGETHER PER 5/S6.00 (1) 2'-6" WIDE x 14" DEEP LONG: (3) #4 EQ SPACED - TOP AND BOT F UNDERSLAB VAPOR BARRIER AND PERIMETER FOUNDATION DRAINAGE SHALL BE 2x8 DF#2 @ 16" OC OR F5 x CONT. TRANSV: #4 @ 18 OC BOT PROVIDED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT W4 2x8 DF#2 @ 16" OC TYPICAL EXTERIOR WALL (1) GEOTECHNICAL REPORT. 1.5x7.25 1 .5E LSL @ 16" OC T-O" WIDE x 14" DEEP LONG: (3) #4 EQ SPACED - TOP AND BOT F6 G ALL CONCRETE SLAB ON GRADE FINISHES SHALL BE IN ACCORDANCE WITH W5 1.5x9.25 1 .5E LSL @ 16" OC -- EXTERIOR WALL AT AUX GYM, COMMONS, AND LIBRARY x CONT. TRANSV: #4 @ 18" OC BOT ARCHITECTURAL REQUIREMENTS. 4' 0" WIDE x 36" DEEP LONG: (5) #6 EQ SPACED - TOP AND BOT F7 x CONT. TIES: #3 @ 16" OC GRADE BEAM H FOR CONCRETE SLAB ON GRADE STEPS LESS THAN 3 FEET IN HEIGHT REFERENCE DETAIL W6 1.5x11.25 1.5E LSL @ 8" OC -- EXTERIOR WALL AT COMMONS 4/S5.00 I REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. W8 (2)1.5x9.25 1 .5E LSL @ 24" OC EXTERIOR WALL AT AUX GYM F9 2'-0" x 2'-0" x 10" (5) #5 EACH WAY - EQ. SPACED TOP & BOT J REFERENCE MECHANICAL / PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS FASTEN STUDS TOGETHER PER 5/S6.00 (2) AND OTHER PENETRATIONS. W9 2x4 DF#2 @ 16" OC -- TYPICAL WALL AT STAIRS F10 3'-0" x 3'-0" x 3'-6" (5) #5 EACH WAY - EQ. SPACED TOP & BOT K FOR PIPE PENETRATIONS THROUGH OR BELOW FOUNDATIONS AND THROUGH STEMWALLS REFERENCE DETAILS 9/S5.00, 10/S5.00, 11/S5.00 12/S5.00 AND 13/S5.00 1 . USE LSL STUDS WHERE STUD HEIGHT EXCEEDS 15'-0". F11 T-0" x T-0" x 10" (4) #5 EACH WAY - EQ. SPACED AT BOT L FOR PENETRATIONS AND NOTCHING OF WOOD STUDS AND PLATES REFERENCE DETAIL 2. ALIGN DOUBLE STUDS UNDERNEATH ROOF JOISTS. 8/S5.00, 2/S6.00 AND 3/S6.00 F12 4'-0" x 4'-0" x 12" BE PLACED N (5) #5 EACH WAY - EQ. SPACED AT BOT M ACCORDANCE WITH THE REQUIREMENTS INDICATED IN DETAILANCHOR BOLTS AND PLATE WASHERS AT SHEAR WALLSL9/8.00 - 1/8.00. I B I N WHERE A SHEAR WALL HOLDOWN OCCURS ADJACENT TO AN OPENING, PROVIDE THE 5 F13 5'-0" x 5'-0" x 14" (7) #5 EACH WAY - EQ. SPACED AT BOT GREATER OF THE KING STUD OR HOLDOWN POST AT THE KING STUD LOCATION. O ALL MULTI-PLY STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WITH A MULTI-PLY STUD OR POST OF AT LEAST THE SAME SIZE IN LOWER WALLS ALL THE WAY TO THE - - - F14 6-0" x 6'-0" x 16" (8) #5 EACH WAY - EQ. SPACED AT BOT FOUNDATION OR TRANSFER BEAM. TYPICAL UNLESS NOTED OTHERWISE. Dull Olson Weekes - IBI Group 1 P PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS UNO. REF DETAIL Architects, Inc. F15 T-0" x 7'-0" x 16" (10) #5 EACH WAY - EQ. SPACED AT BOT 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, UNO. 1 Q REFERENCE DETAIL 4/S6.00 FOR WALL FRAMING AT CORNERS AND INTERSECTIONS, TYPICAL UNLESS NOTED OTHERWISE. F16 8'-0" x 8'-0" x 18" (11) #5 EACH WAY - EQ. SPACED AT BOT R REFERENCE DETAIL 5/S6.00 FOR NAIL LAMINATING REQUIREMENTS FOR BUILT-UP WOOD 907 SW Stark Street Portland OR 97205 1 I POSTS. USA 1 38 F17 T-0" x L x 36" LONG: (4) #5 EQ SPACED - TOP AND BOT SEE PLAN FOR FOOTING S REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. tel 503 226 6950 fax 503 273 9192 TRANSV: #5 @ 9" OC TOP AND BOT LENGTH www.dowa-ibigroup.com 1 S5.02 LONG: (8) #6 EQ SPACED - TOP AND BOT www.ibigroup.com F18 6'-6" x 34'-0" x 48" TRANSV: #6 @ 10" OC TOP AND BOT 1. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE. I 1 I I COLUMN & POST SCHEDULE 6 7 8 g p TYPE SIZE 'S P I 1 186' - 6" �1 18' - 0" 10' - 6" 37' - 9" 47' - 0" 61' - 3" 12' - 0" P1 4x6 DF#2 1 I I TYP I I P2 48 DF#2 1 1 4l1M 1 I I 18 P3 6x6 DF#2 14 , S5.01 I I B IRr B 6 B B B B B P4 6x8 DF#1 � B B B B EXPIRES: 11 2 I 1 4 4 4 4 F2 4 W4 4 I 4 4 4 4 4 1 4 I P5 6x10 DF#1 - - - - - - - - - - - - - - A - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P6 5.25x9.252.0EPSL A S5.00 - - - - - - - - - - - - NNW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 1 I II II II II II II I I I I 1 1 l I I I I I 11 C1 4" STD PIPE I I I I II II � I I I I I I I I I I I I I C2 6" STD PIPE 18 1 1 TYP 21 I I I I I I I I I I I I 21 I FROELICH AT BEARING I I I 11 I I I I TYP I S5.01 C3 10" STD PIPE E N G I N E E R S 8 1 1 WALLS S5.01 I I 11 F1 1 1 I I I I I 'QE17 AT BEARING I I 1 17700 Suite #S 5 Upper Boones Ferry Rd. I I I I I I ❑ I I I I I I WALLS I I C4 HSS 4x4x1/4 Portland, Oregon 97224 1 I I I I I I I F1 I I F1 I I I I Office: (503) 624-7005 1 1 1 1 1 C I I ❑ I I I I I I B C5 HSS 5x5x1/4 Portland, OR. I Bend, OR. I Denver, CO. 1 froelich-en ineers.com FE# 17-TO52 � I 91co9 I C6 HSS 5x5x3/8 1 I I I I I I I I I I I I 2 I I I F2 C7 HSS 6x6xt/4 }, 1 I II II II II II II I 25 I I I I I I I I I I I I I C8 HSS 8x8x1/4 . V 1 1 S5.01 1 1 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 I 22 I I I I C9 HSS 4x8x1/4 }� TYP ATSW l I I I �_ I I I I I I S5.01 I I I I S4.01 C10 HSS 4x10x1A 1 1 I I I J L I I I J L _ P5 _ P3 I I _ p3 p5 p3 I C7 C11 HSS 8x6x1/4 P3 P3 J P3 P3 P3 I I P3 r 1 -1 B - - - - - � - - - - - - - - - - - - - - - - - - - s - - - - - - - - s - - - - - - - - - - s - - - - - J - - - - - - - - - - - C7 - - - - - - - - - - - - - - _ - - - - - _ - - - - - - - - - - _ - - - - - - - - - - - - - L - - - - - - - - - -I B F11 F11 B F11 F11 W3 F1 F11 L - - _J F11 B F11 L - - J 49 F11 F11 1 O F13 I 2 F13 S5.03 I B 0 hl I I 41 TMP I 2 II I O d7 r ® = ,II _ = I 18 V r = = = = = = 111r = = = TYP W1 I P3 I I Ik = = = = = _ w4m I` L CU I I c I I = = s � ' �_ _ _ 1F2 I v v O LIIII LF 4 CONC SLAB ON GRADE II, I , 0) oo CU W/ #3 AT 16" OC EACH WAY I - _ _ = = = - ,I - _ I N O> Ir = N h = IO ti TYP I I O O I 14TMP 41 TMP I - - - - - - - - S5.00 S6.02 I 1 20 F12 14' - 3 1/4" r - - F14 F12 6 F13 49 I C F13 C I I S5.01 'd C6 F11 F11 3 F1 F11 F11 g F11- C7 _ r - - � S5.03 _ W3 _ - - -I _ W4 I I ,- C4 C4r - - - - - - - - - - - - - 5 Z - - - - - - - - - - - - - - s Z - - - - - - L - - - - - -r � - - - - - - - - - - - - - J I � O O IN N 1 - - - - - - L - - - - - - - - - - - � - - - - - - � r - - - - - - -� - - - - - - - - - - - - - - - - - - - I - I C ' - � L LO 1 F � P3 L r J P5 P3 I I I P3 L -I r P5 P3 I � I F11 ~ 1 P3 CF152 F13 II I1I II II II II 22 I1I1 II II NONEEMOMM= -- - - - - - - - - - - - - - - 05 - F12 �II1I1IIII II�III1I1III IIIIIIIIIIII1II IIIIIIIIIIII1II F1 TYP AT SW S5.01 J 15' - 67/8" 2' - 11' 7' - 93/4" 1 - 7' 111/2" 1//E\ C//C\ 2 .71 CID 25 I � 111IIIIIII1II11 111IIIIIII1II11 F1 v IIIill1IIII1I IIIil11IIII1I F3c4 1 I S5.01 8 S5.0 10' - 4 3/4" 9' - 11 1/2" 1 1 I 1 1 I I �M D C I 21 TMP 6 22 S5.01 BEARING E S4.01 S5.01 AT - - P3 F11 F1 P3 I co S Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D -� 1 V I I 111 I I 11 1 1 1 1 0 1 1 I I I P6 W4 F3 V I I 111 I I 11 I I 4 1 1 1 1 1 1 1 llg I I I 1 P6 5 5 5 I 5 5 5 18 5 5 I 1 N I I 1 I I I I I I d I I I I I 1 1 U I I 1 1 1 1 1 1 1 I I I I 1 I I I I W I 1 1 1 lq i I F3 I I I I I I I I I I gq 1 1 1 1 1 1 1 11 I I 1 S5.01 1 I I I I 111 1 1 II 1 p l l l l l l l l 1 I I I I I 11JJJ -I- LLL - - - - phase PERMIT SET i1� CTYPO - U I I F_ - I INDICATES SHEAR WALL FROM F1 I I P6 FOUNDATION TO 2ND FLOOR o _ 1 C1 _ - I� AND HOLDOWN TO date FEB 08, 2019 LI ( 1 - - � - - _ F11 _ - _ - _ - _ - _ - _ - _ - - - - - - 1 P6 FOUNDATION, TYP UNO Qo I 1 I 1 20 revisions I co 1 I I 1 AT DOORS 1 I I P6 I 1 I 1 F4 I I I I C/)1 I 00 I I 1 18 1 \ S5.01 1 1 CONC W// # T 3 1 O 6" OCE EACH WAY I I I M I (TMP) I I P6 1 P6 project # 16055 r I P6 FIRST FLOOR 11 12" F11 l FOUNDATION PLAN - 00o I I F C1 I I P6 SECTOR A 114 TMP I � I 1 Lon - S5.00 �N LOWER FIRST FLOOR FOUNDATION PLAN - SECTOR A 2ml N 1/8" = 1 '-0" 0 C4U BEARING WALL SCHEDULE COLUMN & POST SCHEDULE FOUNDATION PLAN NOTES A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEET AND STUD SIZE, GRADE, AND SPACING TYPE SIZE SCHEDULES. MARK NOTES B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES FIRST FLOOR WALL SECOND FLOOR WALL P1 4x6 DF#2 AND DETAIL 3/S5.00 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/S5.00. W1 2x6 DF#2 @ 16" OC 2x6 DF#2 @ 16" OC TYPICAL INTERIOR WALL P2 4x8 DF#2 D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. 3x6 DF#2 @ 16" OC OR 2x6 DF#2 @ 16" OC OR TYPICAL INTERIOR DEMISING WALLE ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS OR ENGINEERED FILL W2 (2)2x6 DF#2 @ 16" OC 1 .5x5.5 1.3E LSL @ 16" OC FASTEN STUDS TOGETHER PER 5/S6.00 (1) P3 6x6 DF#2 PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT GEOTECHNICAL REPORT. 3x6 DF#2 @ 16" OC OR TYPICAL INTERIOR CORRIDOR WALL P4 6x8 DF#1 F UNDERSLAB VAPOR BARRIER AND PERIMETER FOUNDATION DRAINAGE SHALL BE W3 (2)2x6 DF#2 @ 16" OC (2)2x6 DF#2 @ 16" OC OR FASTEN STUDS TOGETHER PER 5/S6.00 (1) PROVIDED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT 1 .5x5.5 1 .3E LSL @ 16" OC 2x8 DF#2 @ 16" OC OR P5 6x10 DF#1 GEOTECHNICAL REPORT. W4 2x8 DF#2 @ 16" OC 1.5x7.25 1.5E LSL @ 16" OC TYPICAL EXTERIOR WALL (1) G ALL CONCRETE SLAB ON GRADE FINISHES SHALL BE IN ACCORDANCE WITH P6 5.25x9.25 2.0E PSL ARCHITECTURAL REQUIREMENTS. W5 1.5x9.25 1 .5E LSL @ 16" OC -- EXTERIOR WALL AT AUX GYM, COMMONS, AND LIBRARY H FOR CONCRETE SLAB ON GRADE STEPS LESS THAN 3 FEET IN HEIGHT REFERENCE DETAIL 4/S5.00 W6 1.5x11 .25 1.5E LSL @ 8" OC -- EXTERIOR WALL AT COMMONS Cl 4" STD PIPE I REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. EXTERIOR WALL AT AUX GYM J REFERENCE MECHANICAL / PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS W8 (2)1.5x9.25 1 .5E LSL @ 24" OC -- FASTEN STUDS TOGETHER PER 5/S6.00 (2) C2 6" STD PIPE AND OTHER PENETRATIONS. K FOR PIPE PENETRATIONS THROUGH OR BELOW FOUNDATIONS AND THROUGH W9 2x4 DF#2 @ 16" OC -- TYPICAL WALL AT STAIRS C3 10" STD PIPE STEMWALLS REFERENCE DETAILS 9/S5.00, 10/S5.00, 11/S5.00 12/S5.00 AND 13/S5.00 L FOR PENETRATIONS AND NOTCHING OF WOOD STUDS AND PLATES REFERENCE DETAIL 1. USE LSL STUDS WHERE STUD HEIGHT EXCEEDS 15'-0". 8/S5.00, 2/S6.00 AND 3/S6.00 �1 2. ALIGN DOUBLE STUDS UNDERNEATH ROOF JOISTS. C4 HSS 4x4x1/4 M ANCHOR BOLTS AND PLATE WASHERS AT SHEAR WALLS SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS INDICATED IN DETAIL 9/8.00 - 11/S8.00. I B I C5 HSS 5x5x1/4 N WHERE A SHEAR WALL HOLDOWN OCCURS ADJACENT TO AN OPENING, PROVIDE THE GREATER OF THE KING STUD OR HOLDOWN POST AT THE KING STUD LOCATION. C6 HSS 5x5x3/8 O ALL MULTI-PLY STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WITH A MULTI-PLY STUD OR POST OF AT LEAST THE SAME SIZE IN LOWER WALLS ALL THE WAY TO THE C7 HSS 6x6x1/4 FOUNDATION OR TRANSFER BEAM. TYPICAL UNLESS NOTED OTHERWISE. DUII Olson Weekes - IBI Group P PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS LINO. REF DETAIL Architects, Inc. C8 HSS 8x8x1/4 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, UNO. Q REFERENCE DETAIL 4/S6.00 FOR WALL FRAMING AT CORNERS AND INTERSECTIONS, TYPICAL UNLESS NOTED OTHERWISE. C9 HSS 4x8x1/4 R REFERENCE DETAIL 5/S6.00 FOR NAIL LAMINATING REQUIREMENTS FOR BUILT-UP WOOD 907 SW Stark Street Portland OR 97205 POSTS. USA C10 HSS 4x10x1/4 S REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. tel 503 226 6950 fax 503 273 9192 '7 Q www.dowa-ibigroup.com 6 / 8 1681 - 6" C11 HSS 8x6x1/4 www.ibigroup.com 10' - 6" 37' - 9" 47' - 0" 61' - 3" 12' - 0„ I I P6 I I FOOTING SCHEDULE +ice, �a 1 1 TYPE SIZE REINFORCING NOTES I I I 18 I I I S5.01 1'-6" WIDE x 14" DEEP LONG: (2) #4 EQ SPACED - BOT F1 x CONT. TRANSV: #4 @ 18" OC BOT OREGON I 4" CONC SLAB ON GRADE I I P6 2'-0" WIDE x 10" DEEP LONG: (3) #4 EQ SPACED - BOT F2 1� C BOT W/ #3 AT 16" OC EACH WAY I I 2'-0" WIDE-xn14" DEEP LONG: (3) #4 EQ PACED --TOP AND BOT ' 1 I (TMP) I I F4 I F3 x CONT. TRANSV: #4 @ 18" OC BOT EXPIRES: 1'41 I I I I F4 2'-6" WIDE x 10" DEEP LONG: (3) #4 EQ SPACED - BOT 1 I I I x CONT. TRANSV: #4 @ 18" OC BOT F5 2X11 WIDE CONT! DEEP LONG: TRANSV: SPACED - TOP#4 @ 18" OC OT D BOT E 3'-0" WIDE x 14" DEEP LONG: (3) #4 EQ SPACED - TOP AND BOT F6 x CONT. TRANSV: #4 @ 18" OC BOT I 11 1211 13' - 3 3/4" 81 - 93/411 1' - 2 3/8" 4'-0" WIDE x 36" DEEP LONG: (5) #6 EQ SPACED - TOP AND BOT 14� I F7 GRADE BEAM 1 i F11 I I 20 TYP x CONT. TIES: #3 @ 16" OC I `D r C1 P6 S5.01 AT DOORS I I I FROELICH - - - - - - - - - - F1 - - - - - - - 1 QD7F,1 , F9 2'-0" x 2'-0" x 10" (5) #5 EACH WAY - EQ. SPACED TOP & BOT TT - - - - - _ - -0 x3-6 5 #5 EACH WAY - EQ. SPACED TOP & BOT ENGINEERSS I T � , � _�t�r � _ _ , � I C9 � F10 3' 0" x 3' O 17700 SW Upper Boones Ferry Rd. Suite #115 FF1 TMP INDICATES SHEAR WALL NPortland, Oregon 97224 Z 1 1 1 1 1 1 1 i i i F1 F1 1 111 1 1 FROM FROUNDATION TO Office: (503) 624-7005 1 1 1 1 111 1 1 11 I I 1 1 11 111 1 I I F3 I I I I I I I 111 I I ° 1 p 11 I I P6 I 18 2ND FLOOR AND TO FOUNDATION, TYP HOLDOWN I I F11 3'-0" x 3'-0" x 10" (4) #5 EACH WAY - EQ. SPACED AT BOT U) Q 1 froelich-engineers.com I FE# 17-TO52 Portland, OR. I Bend, OR. I Denver, CO. W �' I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I S5.01 a l l V I I I B I I I 1 11 V I I I III III I F12 4'-0" x 4'-0" x 12" (5) #5 EACH WAY - EQ. SPACED AT BOT ao w 1 1 1 1 I I 1 I I I I I I I 1 11 I I I I I I 1 I P6 I P6 I I A A A A A A A A I 1 1 V I I I I 1 1 F13 5'-0" x 5'-0" x 14" (7) #5 EACH WAY - EQ. SPACED AT BOT 11 5 W5 J J - - - - - - - I 2 2 2 F2 2 W4 2 - - - - -2 - - - - - 2 - - - - - - - - 2 - - � - - - - - - - - - - - F U _ - - - - - - - - - - - - - - - - - - - - - - . � F i I F14 6'-0" x 6'-0" x 16" (8) #5 EACH WAY - EQ. SPACED AT BOT - - - - - - - - - - - - - - - - - - ii n A - - - - W2 F12 C4 P3 C6 Cs I I P3 I I I I I I I I ♦^ N 1 56 14 5 11 1 I 1 1 1 1 I F15 7'-0" x T-0" x 16" (10) #5 EACH WAY - EQ. SPACED AT BOT I I SIM 56.10 I II F2 S5.04 6 - - - - L - - - 1- - - - - - - - S5.00 - - - - 11 I I 21 TYP 11 1 I o I I S5.01 AT BEARING 1 I I 1 I 1 F16 8'-0" x 8'-0" x 18" (11 ) #5 EACH WAY - EQ. SPACED AT BOT S4.01 WALLS I I F1 I I I 18 F17 3'-0" x L x 36" LONG: (4) #5 EQ SPACED - TOP AND BOT SEE PLAN FOR FOOTING I 11 I I I I I I 1 S5.01 TRANSV: #5 @ 9" OC TOP AND BOT LENGTH 0 I I 1 I 11 I I 1 I I 11 I i I F18 6'-6" x 34'-0" x 48" LONG: TRANSV: #6EQ SPACED 10" OCTOP-AND BOTP AND -T � O N I I o I l c I I I I I I - 1 1 . FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE. F1 I I ❑ I I O V rn 25 I I � II � II � II 4 I 15' - 6 5/s" I 13' 3 3/4' 11" 111 F 1 I I 1 I I I I 1 1 I 0 1 F13 I I I I I I I I i t � -� I _ ❑ I I 11 I I 1 1 11 co 1 c5 I I I I I I 22 i i l i 20 _� F- 2 I 11 1 I I TYP AT SW 1 S5.01 S4.02 I III I I I I s5.01 I I I - - - > I I I I I I I I 1 1 r - - - - - - - - ■� � Q o ti I 1 F12 J L _ P3 r J L P5 P3 - I I P3 J Z'P5 P3 _ C7 1� - - W4 F2 C7 � "� O O 1 I� 14 _ _ I - - - - - s - - - - - J - - - - - ,- - - - - - - - - - - - s - - - - - J - - - - - - - - - - - - - _ G G - - - S5.00 - _ _ - - - - - - - - - - - -1 _ - - - - � - - - - - � - - - - - - - - � _ � - - - r - - - - - Z - � - W3 Z _ f - - - d' I CU C4 I C6 C4 C _ _ C F1 49 _ _ J C I 18 M co - - - J F11 L JF13 F11 2 F11 S5.03 F13 F11 5 I I , 1 F14 F13 5 H �� CD CO Cn TYP AT 14 41 TYP I I V! W) CD CD S5.01 1 ° 1 COL S5.00 S6.02 1 I _ _ _ _ _ F - - � - I I .� .� � I IF TYP m k = = = = = F3 - - - 1 - - I � _ _ _ _ I 4 CONCSLAB ONGRADE - - - - - - _ _ - _ ( F2 1 I W/ #3 AT 16" OC EACH WAY � _ _ _ _ _ _ � - c = - ® 1 N (TYP) W1 P3 TYP 1 ' O I 2 H TYP 41 I B M - - - - - - - - - - - - - - - - - � 56 w F13 49 S6.02 F13 I I F6 3 S5.04 B -CD LUF11 r - - -� S5.03 F11 B F11 -1 F11 M - - - - P3 1 - - - - � Z - - - - - J L - - S - -L - W3 - 1 - - - - - - - - � Z - - - - - J L - - - - - - C7I sum - - H 6" SEISMIC - P3 L P5 P3 - I 1 L �P5 P3 f - - Z - I P6- � - - I C6 C6 A W2 1 1 SEPARATION r I I 1 1 1 26 1 1 1 D E I 5 I I I I I I I I 1 1 25 1 I S6.10 N I N I S5.01 I I 1 I I 22 TYP AT SW 1 1 I � s5.o1 1 1 S5.01 I I 1 1 v I I I I - II 1 F5 I I I I I I I I SIM I 1 I 1 F2 ami I I I I I L I J I B I I 1 I I I I I I I F2 I I I I W2 2 I I I I I I 1 I B N S5.01 -� S5.01 I I I I I I ❑ ' N phase PERMIT SET 27 I I I I I F1 I I 2 N I I F1 I I I I a 1 2 I I A I 1 1 it I F21 II 1 I I 11F1 1 1 1 18 s5.o1 1 W2 _ 1 1 I I date FEB 08, 2019 TYP E I I I I I I I 21 AT BEARING I 1 I 1 I I 2 I � ( I I I I I 11 s5.o1 WALLS I revisions �I I I s5.00 , I I ' A I I A I I I I 58 I I S5.04 I I I I I I I C5 , - 1 - - - - - - - _ - - - - - - I i I Ci 1 J - - - - W4 - i U O r A A F2 A W4 A A A 2 ~ 1 I 1 1 1 1 l i I 2 24 I � � 18 S4.06 I I S5.01 ao w i I I S5.01 I I TYP � _ _ _ _ - _ - _ - - - - I I 1 - - project # 16055 - -� I� - i- L - - - - - - - - I - - - K FIRST FLOOR K - - FOUNDATION PLAN - - - - - - - - - I I I- Z � U - -- FOOTING SCHEDULE COLUMN & POST SCHEDULE FOUNDATION PLAN NOTES BEARING WALL SCHEDULE A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEETAND TYPE SIZE TYPE SIZE REINFORCING NOTES SCHEDULES. STUD SIZE, GRADE, AND SPACING1'-0"WIDE x 14"DEEP LONG: 2)#4 EQ SPACED-BOT B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES MARK NOTES F1 x CONT. TRANSV:#4 @ 18"OC BOT P1 4x6 DF#2 AND DETAIL 3/S5.00 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. FIRST FLOOR WALL SECOND FLOOR WALL 2'-0"WIDE x 10"DEEP LONG: (3)#4 EQ SPACED-BOT -- - F2 x CONT. TRANSV:#4 @ 18"OC BOT P2 4x8 DF#2 C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/S5.00. W1 2x6 DF#2 @ 16"OC 2x6 DF#2 @ 16" OC TYPICAL INTERIOR WALL F3 7-9'WIDE x 14"DEEP LONG: (3)#4 EQ SPACED-TOP AND BOT D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. - - 3x6 DF#2 @ 16"OC OR 2x6 DF#2 16"OC OR TYPICAL INTERIOR DEMISING WALL x CONT. TRANSV:#4 18"OC BOT P3 6x6 DF#2 E ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS OR ENGINEERED FILL @ PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT 2'-6"WIDE x 10"DEEP LONG: (3)#4 EQ SPACED-BOT (2)2x6 DF#2 @ 16"OC 1.5x5.5 1.3E LSL @ 16"OC FASTEN STUDS TOGETHER PER 5/S6.00(1) F4 GEOTECHNICAL REPORT. 3x6 DF#2 @ 16"OC OR CONT. TRANSV:#4 @ -T BOT P4 6X8 DF#1 F UNDERSLAB VAPOR BARRIER AND PERIMETER FOUNDATION DRAINAGE SHALL BE W3 (2)2x6 DF#2 @ 16" OC (2)2x6 DF#2 @ 16" OC OR TYPICAL INTERIOR CORRIDOR WALL 2'-0 WIDE x 14"DEEP LONG: (3)#4 EQ SPACEEDD-TOP AND BOT F5 " PROVIDED ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT 1.5x5.5 1.3E LSL @ 16" OC FASTEN STUDS TOGETHER PER 5/S6.00(1) x CONT. TRANSV:#4 @ 18OC BOT P5 6x10 DF#1 GEOTECHNICAL REPORT. W4 2x8 DF#2@ 16"OC 2x8 DF#2 ( ) ALL @ 16"OC OR TYPICAL EXTERIOR WALL 1 F6 CONT. ES:#3 16 O G CONCRETE 4'-0' " DEEP LANG :(5) AC OP AND BOT FINISHES SHALL BE IN ACCORDANCE WITH 1.5x7.25 1.5E LSL @ 16" OC x CONT. TRANSV:#4 @ 18"OC BOT P6 5.25x9.25 2.0E PSL ARCHITECTURAL REQUIREMENTS. W5 1.5x9.25 1.5E LSL @ 16"OC - EXTERIOR WALL AT AUX GYM, COMMONS,AND LIBRARY F7 @ GRADE BEAM H FOR CONCRETE SLAB ON GRADE STEPS LESS THAN 3 FEET IN HEIGHT REFERENCE DETAIL 4/S5.00 W6 1.5x11.25 1.5E LSL @ 8"OC - EXTERIOR WALL AT COMMONS C1 4"STD PIPE I REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. F9 2'-0"x 2'-0"x 10" (5)#5 EACH WAY-EQ.SPACED TOP&BOT J REFERENCE MECHANICAL/PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS W8 (2)1.5x9.25 1.5E LSL @ 24"OC _ EXTERIOR WALL AT AUX GYM C2 6"STD PIPE AND OTHER PENETRATIONS. FASTEN STUDS TOGETHER PER 5/S6.00(2) F10 T-O"x T-W x T-6" (5)#5 EACH WAY-EQ.SPACED TOP&BOT K FOR PIPE PENETRATIONS THROUGH OR BELOW FOUNDATIONS AND THROUGH W9 2x4 DF#2 @ 16"OC TYPICAL WALL AT STAIRS C3 10"STD PIPE STEMWALLS REFERENCE DETAILS 9/S5.00, 10/S5.00, 11/S5.00 12/S5.00 AND 13/S5.00 F11 V-O"x 3'-0"x 19' (4)#5 EACH WAY-EQ. SPACED AT BOT L FOR PENETRATIONS AND NOTCHING OF WOOD STUDS AND PLATES REFERENCE DETAIL 1. USE LSL STUDS WHERE STUD HEIGHT EXCEEDS 15-0". 8/S5.00, 2/S6.00 AND 3/S6.00 C4 HSS 4x4x1/4 M ANCHOR BOLTS AND PLATE WASHERS AT SHEAR WALLS SHALL BE PLACED IN R 2. ALIGN DOUBLE STUDS UNDERNEATH ROOF JOISTS. F12 R-0"x 4'-0"x 12" (5)#5 EACH WAY- EQ. SPACED AT BOT ACCORDANCE WITH THE REQUIREMENTS INDICATED IN DETAIL 9/8.00- 11/S8.00. I B I C5 HSS 5x5x1/4 N WHERE A SHEAR WALL HOLDOWN OCCURS ADJACENT TO AN OPENING, PROVIDE THE F13 5'-0"x 5'-0"x 14" (7)#5 EACH WAY- EQ. SPACED AT BOT --- GREATER OF THE KING STUD OR HOLDOWN POST AT THE KING STUD LOCATION. C6 HSS 5x5x3/8 O ALL MULTI-PLY STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WITH A MULTI-PLY STUD OR POST OF AT LEAST THE SAME SIZE IN LOWER WALLS ALL THE WAY TO THE F14 6'-0"x 6'-0"x 16" (8)#5 EACH WAY- EQ. SPACED AT BOT C7 HSS 6x6x1/4 FOUNDATION OR TRANSFER BEAM. TYPICAL UNLESS NOTED OTHERWISE. DUII Olson Weekes - IBI Group P PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS LINO. REF DETAIL Architects, Inc. F15 T-0"x 7'-0"x 16" (10)#5 EACH WAY- EQ. SPACED AT BOT C8 HSS 8x8x1/4 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, UNO. Q REFERENCE DETAIL 4/S6.00 FOR WALL FRAMING AT CORNERS AND INTERSECTIONS, F16 8'-0"x 8' 0 x 18" (1 C9 HSS 4x8x1/4 TYPICAL UNLESS NOTED OTHERWISE. 1)#5 EACH WAY- EQ. SPACED AT BOT R REFERENCE DETAIL 5/S6.00 FOR NAIL LAMINATING REQUIREMENTS FOR BUILT-UP WOOD 907 SW Stark Street Portland OR 97205 LONG: (4)#5 EQ SPACED-TOP AND BOT SEE PLAN FOR FOOTING C10 HSS 4x10x1/4 POSTS. USA F17 3'-0"x L x 36" S REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. tel 503 226 6950 fax 503 273 9192 TRANSV:#5 @ 9"OC TOP AND BOT LENGTH www.dowa-ibigroup.com F18 6'-0"x34'-0"x 48" LONG: (8)#6 EQ SPACED-TOP AND BOT C11 HSS 8x6x1/4 www.ibigroup.com TRANSV:#6 @ 10"OC TOP AND BOT 1. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE. D PRQ�tF s,l OREGON 14 �� 5 6 7 8 9 10 11 214'-3" 12 oPill 0"0-2DI41 18,_0" 10,_6" 37,_9" 47'_0" 61•_3" 12'_0" 27'_9" - - I I I I I I I I I F - - - - � I I I I I I I I I 1 I I I 1 1 I I 1 1 FROELICH I I I I I I I I I I I III I ENGINEER 9F I 17700 SW Upper Boones Ferry Rd. I I I I I I I I Suite#115 Portland, Oregon 97224 1 I I I I I I 1 1 I I Office: (503)624-7005 1 1 1 I I I I Portland, OR. I Bend, OR. I Denver, CO. I r I I I I I I III Froelich-engineers.com I FE# 17-TO52 I 1 1 58 1 1 1 1 1 1 I I 1 1 I S5.04 I I I I I I I I I F7 - - - - - - I I I I I I I -4-0 - - - - - - - - - - 1 I I I I I I11 1 V _ -- -_- - -- - -- - --- - -- -- - - - - - -- - - -- - - - I L - - - - - - - - - - - - - -- - --- --- -- - -- - - - - -- - - -- C5 - CS � - - F - P6 W5 F6 - F - oil jF13 C4 F12 7 6 7 z7 Iss.103934 S5.02 UP S5.01 I F4 S5.02 O L - - - - I F1 - ,F� C4 �9 1W6 I 13 F13 C8 I 0 N K T _ A I - - - - - - - - - - - - - K 0 V rn - - L - - - - - -- - --- - - - - � - - -1 , - - L W1 FZ A _j V O APq co I 1 I I F13 1 1 1 20 TYp I I MO � > F4 S5.01 AT DOORS ■� Q O L` 1 I 1 1 14I I S194- 5.00 PTCOL TYP S5.00 L M co THICKEN SLAB DOWN - - -I- F1 IF1 I 1 d TO TOP OF FOOTING I - _ =1= _ _ - - 1 I I 1 O M C'7 12" MIN WIDTH, I - - - 1 (.0 O O LO (TYP BELOW WALL) v 1 21 I a I F1 I I S5.01 TMP Fn13 J 1 Lo F1 r ,W 48 1 A s5.o3 I I I 1 - - I- F1� - - � 1 I = 7== I I I INDICATES SHEAR WALL FROM I I 1 - I FOUNDATION TO ROOF AND 40 HOLDOWN TO FOUNDATION, B F18 I TYP UNO S5.02 I I I I I I 1 1s SIMI I 1 55.01 F_ __1 - - - - - _ - - - - _ _ ___ - - -- -_ _=_______ _ _ ___________- _-__________� - L D LE I 1 I c8 1 1 - I I I I s7 I P5 48 -I- I (D 1- S5.04 8L - 55.03 - - - - - - - - -- - - - I 1 I - I P4 1 5 56.10 F2 1 so 1 I I I I ' - I-- - - - - - - - - - - - - - -- - - - - - - J I - - - - - - - - - - - - - - -- - phase PERMIT SET c� P5 - 1 - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - -- -- P4 - - - - - - - - - - - - - - - - - 1 W4 - - F9 C6 - - - - C6 F9 - - - - - - - - - - - - - - - - - L L I_ I FJL 2 I 11 Ep 1 TYP AT FIRE qq S5.02 115 0 1 1 60 1 1 date FEB 08, 2019 `� EXTG CONCRETE DOOR STEEL I I LU S5.04 1 I 1 col WALL TO REMAIN FRAME S5.03 m oQ. I I I I L - - - - - - - - - - - - - - - - - - J reVISIOr)S - - v � - - - - 11 I - - - - - - - -I- - - - - - - - - - - - - - - - - I IT I II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Revision1 02114/2019 FL 1 I I 11 I ° 1 1 1 II II 11 - I 1 I I I I 11 I LTJ 11 I I I I 1 � i II li II 1 L � I 3 I I 11 II 11 7 _1I - - - - - - - - - - - 1II I 11 1 11 1 1 L ° j 1 - - - - - - - - - - - - - - - - - _ _ - _ _ _ - -- _ - _ - - - - - - - - - - - - - - - - - - - - - - - - -I LO II ii II II n 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ro I I I I I I I I ect # 16055 N 11 II 11 II I I o a I project = I I 1 1 I I 1 1 I I I 1 1 FIRST FLOOR I I I 1 1 1 1 I I I I I I I I I I I I � � 1 1 I 1 1 1 1 - ----- _- _- - - -_ _- i FOUNDATION PLAN - No I I l 1 1 I I SECTOR C CV� LOA 12 MN S2m LOWER FIRST FLOOR- FOUNDATION PLAN - SECTOR C � ( 1 N� 1/8' = C14 STRUCTURAL KEYNOTE BEARING WALL SCHEDULE FOUNDATION PLAN NOTES A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEET AND 10 PROVIDE THICKENED SLAB AT VOLLEYBALL POST SLEEVE. REFERENCE DETAIL STUD SIZE, GRADE, AND SPACING SCHEDULES. 29/S5.01. MARK NOTES B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES FIRST FLOOR WALL SECOND FLOOR WALL AND DETAIL 3/S5.00 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/55.00. - - W1 2x6 DF#2 @ 16"OC 2x6 DF#2 @ 16"OC TYPICAL INTERIOR WALL D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. W2 3x6 DF#2 @ 16"OC OR 2x6 DF#2 @ 16"OC OR TYPICAL INTERIOR DEMISING WALL E ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS OR ENGINEERED FILL (2)2x6 DF#2 @ 16"OC 1.5x5.5 1.3E LSL @ 16" OC FASTEN STUDS TOGETHER PER 5/S6.00(1) PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT 3x6 DF#2 @ 16"OC OR GEOTECHNICAL REPORT. W3 (2)2x6 DF#2 @ 16"OC (2)2x6 DF#2 @ 16"OC OR TYPICAL INTERIOR CORRIDOR WALL F UNDERSLAB VAPOR BARRIER AND PERIMETER FOUNDATION DRAINAGE SHALL BE 1.5x5.5 1.3E LSL @ 16" OC FASTEN STUDS TOGETHER PER 5/S6.00(1) PROVIDED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT 2x8 DF#2 @ 16"OC OR GEOTECHNICAL REPORT. W4 2x8 DF#2 @ 16"OC 1,5x7.25 1.5E LSL @ 16"OC TYPICAL EXTERIOR WALL(1) G ALL CONCRETE SLAB ON GRADE FINISHES SHALL BE IN ACCORDANCE WITH ARCHITECTURAL REQUIREMENTS. W5 1.5x9.25 1.5E LSL @ 16" OC EXTERIOR WALL AT AUX GYM, COMMONS, AND LIBRARY H FOR CONCRETE SLAB ON GRADE STEPS LESS THAN 3 FEET IN HEIGHT REFERENCE DETAIL 4/S5.00 W6 1.5x11.25 1.5E LSL @ 8" Oc - EXTERIOR WALL AT COMMONS I REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. EXTERIOR WALL AT AUX GYM J REFERENCE MECHANICAL/PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS W8 (2)1.5x9.25 1.5E LSL @ 24"OC - FASTEN STUDS TOGETHER PER 5/S6.00(2) AND OTHER PENETRATIONS. K FOR PIPE PENETRATIONS THROUGH OR BELOW FOUNDATIONS AND THROUGH W9 2x4 DF#2 @ 16"OC - TYPICAL WALL AT STAIRS STEMWALLS REFERENCE DETAILS 9/S5.00, 10/S5.00, 11/S5.00 12/S5.00 AND 13/S5.00 r� 1. USE LSL STUDS WHERE STUD HEIGHT EXCEEDS 15'-0". L FOR PENETRATIONS AND NOTCHING OF WOOD STUDS AND PLATES REFERENCE DETAIL 2.ALIGN DOUBLE STUDS UNDERNEATH ROOF JOISTS. M ANCHOR BOLTS AND PLATE WASHERS AT SHEAR WALLS SHALL BE PLACED IN I I B I ACCORDANCE WITH THE REQUIREMENTS INDICATED IN DETAIL 9/8.00- 11/S8.00. N WHERE A SHEAR WALL HOLDOWN OCCURS ADJACENT TO AN OPENING, PROVIDE THE p GREATER OF THE KING STUD OR HOLDOWN POST AT THE KING STUD LOCATION. 5 6 7 8 214'-3" 1 O 11 1 Z O ALL MULTI-PLY STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WITH A MULTI-PLY STUD OR POST OF AT LEAST THE SAME SIZE IN LOWER WALLS ALL THE WAY TO THE Dull Olson Weekes - IBI Group 18'-0" 10'-6" 37--g" 4T-0" 61'-3" 12'-0" 27'-9" FOUNDATION OR TRANSFER BEAM. TYPICAL UNLESS NOTED OTHERWISE. Architects, Inc. P PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS UNO. REF DETAIL I I 1 I 1 I I 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, UNO. Q REFERENCE DETAIL 4/S6.00 FOR WALL FRAMING AT CORNERS AND INTERSECTIONS, NEW CONCRETE SLAB-ON- I TYPICAL UNLESS NOTED OTHERWISE. 907 SW Stark Street Portland OR 97205 GRADE: 4"CONCRETE SLAB R REFERENCE DETAIL 5/S6.00 FOR NAIL LAMINATING REQUIREMENTS FOR BUILT-UP WOOD USA W/#3 AT 16" EACH WAY POSTS. tel 503 226 6950 fax 503 273 9192 S REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL . w SPLICE CONNECTION. I I I I I F � - - - - - - - www.ibigroup.com - I - L = - - - - - - - - - - - - - - - - - -L--------- - - - - - - L r 54 - L - I I I I I sz 1 ' ss.oa I 1 s5.oa 1 1 S3.14 I COLUMN & POST SCHEDULE - - - - - - I L � I - - - - - -� - - - - - -IFIr - - - - I � F3 I TYPE SIZE gUPPR - - - - - - - - -� i 1111 53 I P1 4x6 DF#2 �s�f'�O - - f "Y SEISMIC I oI Il - - - - I P2 4x8 DF#2 JOINT - - =- - I I 771� II II --- ----_ -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - -- - - - - --- - - - -IyL _- - - 1 P3 6x6 DF#2 OREGON - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - -- - - - I i- S 1 54 - - J L , r L I I I I I S5.04 I P4 6x8 DF#1 �FGORYFI��, STEP IN FOOTING I 1 11 I I S3 12 1 1 i P5 6x10 DF#1 EXPIRES:083MIJ LOCATION TO BEL (VIF) 1 1 _ _ I I I I L _ P6 5.25x9.252.0E PSL III- I - - - - - - - - - - - - - - - - - - - I I I I I I I l r - -- - - I I- - - - - - - -I- - - - - - - - - --- - - - - - I I I I I I I Flt r d -1 P3 I I I 1 1 C1 4"STD PIPE d I I I I I 1 1 I I L J I I I I I I C2 6"STD PIPE � I I I I I III I I n o II I I I C3 10"STD PIPE FROELICH l i 1 1 i DEMO (E)WALL I F11 1 1 P3 t9 , F1 I I I I ENGIN E E R s I STRUCTURE ABOVE TO BE I N r I I I I I I C4 HSS 4x4x1/4 17700 SW Upper Boones Ferry Rd. 1 1 - --- ----- - - -- - - - _J 1 Suite#115 HORED PRIOR TO DEMO. I I I 1 L _ _� _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ 1 I Portland, Oregon 97224 (503)624-7005 TEMPORARY SHORING BY L J - ---- - - - - - - 1 1 A W1 C5 HSS 5x5x1/4 11 I 1 I I I 1 1 CONTRACTOR 1 1 n r I I- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - I Bend, 1 I I I I I I I I 55 1 I froe ch-enOneer co OR FE#e17-TO520 I C6 HSS Sx5x3/8 9 I I o I SS.oa I 1�G c7 Hsssxsxva 11 i 1 I 1 1 S3.13 A 11 S3.15 0 o W1 s3.1a 1 1 I I I I III 11 11 F11 P3 I II - -- --- - _ _ _ - _ -_ I I 1 C8 HSS8x8x1/4 U I I 11 11 52 r I I 1 1 1 I I I I F1 L - - _ - _ _ - - - - - J C9 HSS4x8x1/4 L� TYP - - - - - S5.03 L J ---- 1I I I rl I I � c,o HSS4x10x1/4 � I � III � I II II L I 1 1 c11 HSS 6x6x1/4 Q 1 I I I I I IrJ 1 i t O I III I I F11rJ I P3 li L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I - - - - _ _ _- _ _ � FOOTING SCHEDULE N DISTANCE TO BE FI LD VERIFIED 1 I I 1 I I CV 1 1 1 1 � - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � TYPE SIZE REINFORCING NOTES 1 i I 11 i c I I Fj F1 1'-6"WIDE x 14"DEEP LONG: 2 #4 EQ SPACED-BOT 43 I I I 1 I 2-0 WIDE xn10"DEEP LONT. TRANSV:3)EQ SPACED BOT BOTU O PROVIDE I STEP IN FOOTING I 1 1 � I SHORING FOR LOCATION TO BE I 60 1 I I I F2 x CONT. TRANSV:#4 @ 18"OC BOTS (E) STRUCTURE i I S5.03 42 (VIF) I 1 F11 rrP3 S3.12 I I I F3 2'-0"WIDE x 14"DEEP LONG: (3)#4 EQ SPACED-TOP AND BOT Q� co OI rS503 � - -7r - - - S5.04 1 I I 1 I I x CONT. TRANSV:#4 18"OC BOT Tom! U .0 - - - - - - -I L - - - - J L - - - - - - - � - - -� - - � J LL -' - - - - - - L - - - - - - - - - - - -- -- - - - - - - - - - - - - - - -- - - - - - J F4 2'8"WIDEx10 DEEP LONG: 3 #4EQSPACED BOT v CU ------ - -- - - - ---- ----- -- ----- - - - - - - x CONT. TRANSV:#4 18"OC BOT > - - -- - - - - - - - -- - - - - - - -- - I _ 2'�"WIDEx14"DEEP LONG: (3)#4EQSPACED-TOP AND BOT .� I - - - - A -- - i- - - - T - - A - n - - - - L F5 xCONT. TRANSV-#4 18-OC BOT 5 Op W5 F1 till, P3 P3 I G _j F I I F6 3-0"WIDE x 14"DEEP LONG: 3 #4 EQ SPACED-TOP AND BOT O O 1 1 I 1 I, I I I i I I I I 1 1 x CONT. TRANSV:#4 18"OC BOT ` Tt O 4'-0"WIDE x 36"DEEP LONG: 5)#6 EQ SPACEDTOP AND BOT ^r I I I I I F7 x CONT. TIES:#3 @ 16"OCGRADE BEAM L[�� - - - - --- - - -L - - - L - - - - -- L ' I JY.06 L - I 1 N - - - - - - --T- - r - - - - - - - - 7 T- I F9 2-0 x2'-0"x10" (5)#5 EACH WAY-EQ. SPACED TOP& BOT (0 F1 C8 W1 q I CS 1- - -- -- - - - - .� Cfl LL7 30 I F14 14 F14 F13 C5 I I NEW CONCRETE SLAB-ON- F10 3'-0"x 3'-0"x 3'-6" (5)#5 EACH WAY-EQ. SPACED TOP& BOT 7 N _ _ _ _ _ J GRADE: 4"CONCRETE SLAB I I S5.01 I S5.00 1 I W/#3 AT 16" EACH WAY 1 I -- - F11 3' 0"x 3'-0"x 10" (4)#5 EACH WAY-EQ. SPACED AT BOT FRAMING ABOVE, I I I I REF SHEET S2.24 NP 2 I 57 I I s2 1111111 - T - 15'-8" 16' 4" 8"SEISMI i � i i i I I I F12 4'-0"x 4'-0"x 12" (5)#5 EACH WAY- EQ. SPACED AT BOT Sa.05 I I S4.13 S3.15 I I SEPARATI N I S5.04 I JI I i I I I I I I I I I �I I lrl� rl� I I I I F3 - - - � r - � I I L i i I i i i i i i I F13 5'-0"x 5'-0"x 14" (7)#5 EACH WAY-EQ. SPACED AT BOT _ _ _ � � r - - - - � - � r - -- - I Fla s,_o"x6'-o°x1s„ L - - - - J L - - - - -I L - - - J - J (8)#5 EACH WAY-EQ. SPACED AT BOT I 5 EXISTING STRUCTURE F15 7'-0"x 7'-0"x 16" (10)#5 EACH WAY-EQ. SPACED AT BOT S5.00 L t 45 i I i 1 S4.05 B I 55.03 1 I I I I I 1 F16 8'-0"x 8'-0"x 18" (11)#5 EACH WAY-EQ.SPACED AT BOT I 10 i I i i LONG: (4)#5 EQ SPACED-TOP AND BOT SEE PLAN FOR FOOTING SLAB-ON-GRADE: F17 3'-0"x L x 36 TRANSV:#5 @ 9"OC TOP AND BOT LENGTH I - - J I F18 6'-0"x34'-0"x 48" LONG: (8)#6 EQ SPACED-TOP AND BOT 5"CONC SLAB W/#3 AT 16" O A I TRANSV:#6 10"OC TOP AND BOT D EACH WAY OCVER VAPOR BARRIER 1 1 1. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE. (REF ARCH)OVER COMPACTED (N)4"CONRETE SLAB 0 I SUBGRADE(REF GEOTECH) 10 10 (N)8"CONCRETE I ON GRADE W/#3 AT 10 I WALL REINF W/#5 I 16"OC EACH WAY TYP 45 ,( I AT 12"OC VERT AND W S5.03 I d I #5 AT 12" OC HORIZ rn I 10 I I � 10 U 1 I I I1 F6 I SEISMIC JOINT (E)CONCRETE phase PERMIT SET O WALL AND FOOTING I 1 I I I E j I I I 18 date FEB 08, 2019 2 S5.01 col I 1 i I i I I revisions I 1 I �I I WOOD WALLS ABOVE, P3 Revision 1 02114 REF SHEET S2.24 I /2019 I I I I I I I I I II I I I -HSS6X4X1/4 N I I I 10 20 TYP I 45 I 20 TYP 18 1 S5.01 AT DOORS S5.03 55.01 AT DOORS S5.01 L -- - P6 - - - P6 - P6- - - P6 Ps --- W8 _ J P3 proJQCt# 16055 - - - -- - -- -- -- - --- --- - -- - - -- - - - - - - t - - M FIRST FLOOR � E I � L_ � - - -- - - - -- -- -- - - -- - s � w5 Fa A � � FOUNDATION PLAN - No SECTOR E co m E2 LOWER FIRST FLOOR FOUNDATION PLAN - SECTOR E S2m14 1 N cvU BEARING WALL SCHEDULE_ FOOTING SCHEDULE FLOOR BEAM SCHEDULE COLUMN & POST SCHEDULE FOUNDATION AND FRAMING PLAN NOTES STUD SIZE, GRADE,AND SPACING TYPE SIZE REINFORCING NOTES UNO COLUMN TYPE A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEET AND MARK NOTES MARK BEAM SIZE HANGERS COMMENTS TYPE SIZE SCHEDULES. B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES 1'8 WIDE x 14"DEEP LONG: (2)#4 EQ SPACED-BOT FBI 5 1/2 x 12 24F-V4 GL AND DETAIL 3/S5.00 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. FIRST FLOOR WALL SECOND FLOOR WALL F1 (3)2x STUD SIMP HU OR HUC p1 4x6 DF#2 x CONT. TRANSV:#4 18"OC BOT FB2 51/2 x 15 24F-V4 GL (3)2x STUD SIMP HU OR HUC 2'-0"WIDE x 10"DEEP LONG: 3)#4 EQ SPACED-BOT C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/S5.00. W1 2x6 DF#2 @ 16"OC 2x6 DF#2 @ 16"OC TYPICAL INTERIOR WALL F2 FB3 51/2 x 18 24F-V4 GL (3)2x STUD SIMP HU OR HUC x CONT. TRANSV:#4 18"OC BOT P2 4x8 DF#2 D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. - . 3x6 DF#2 @ 16"OC OR 2x6 DF#2 @ 16"OC OR TYPICAL INTERIOR DEMISING WALL 2'-0"WIDE x 14"DEEP LONG: (3)#4 EQ SPACED-TOP AND BOT F84 51/2 x 21 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC W2 (2)2x6 DF#2 @ 16"OC 1.5x5.5 1.3E LSL @ 16"OC FASTEN STUDS TOGETHER PER 5/S6.00(1) F3 x CONT. TRANSV:#4 @ 18"OC BOT FB5 5 1/2 x 24 24F-V4 GL IN 6x6 DF#1 SIMP HU OR HUC P3 6x6 DF#2 E ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS ENGINEERED FILL PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT 3x6 DF#2 @ 16"OC OR TYPICAL INTERIOR CORRIDOR WALL F4 7-6"WIDE x 10"DEEP LONG: (3)#4 EQ SPACED-BOT FB6 6 3/4 x 15 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC GEOTECHNICAL REPORT. W3 (2)2x6 DF#2 @ 16"OC (2)2x6 DF#2 @ 16"OC OR x CONT. TRANSV:#4 18"OC BOT FB7 6 3/4 x 24 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC P4 6x8 DF#1 F UNDERSLAB VAPOR BARRIER AND PERIMETER FOUNDATION DRAINAGE SHALL BE 1.5x5.5 1.3E LSL 16"OC FASTEN STUDS TOGETHER PER 5/S6.00(1) Z-6"WIDE x 14"DEEP LONG: (3)#4 EQ SPACED-TOP AND BOT FB8 6 3/4 x 27 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC PROVIDED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT W4 2x8 DF#2 @ 16"OC 2x8 DF#2 16"OC OR TYPICAL EXTERIOR WALL(1) F5 x CONT. TRANSV:#4 18"OC BOT FB9 8 3/4 x 15 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC P5 6x10 DF#1 GEOTECHNICAL REPORT. 1.5x7.25 1.5E LSL @ 16"OC F6 3-0"WIDE x 14"DEEP LONG: (3)#4 EQ SPACED-TOP AND BOT FB10 8 3/4 x 27 24F-V4 GL G ALL CONCRETE SLAB ON GRADE FINISHES SHALL BE IN ACCORDANCE WITH W5 1.5x9.25 1.5E LSL @ 16"OC - EXTERIOR WALL AT AUX GYM, COMMONS,AND LIBRARY I x CONT. TRANSV:#4 @ 18"OC BOT I FB11 W12x26 HSS 4x4x1/4 P6 5.25x925 2.0E PSL ARCHITECTURAL REQUIREMENTS. F7 4'-0"WIDE x 36"DEEP LONG: (5)#6 EQ SPACED-TOP AND BOT GRADE BEAM FB12 W12x50 HSS 4x4x1/4 H FOR CONCRETE SLAB ON GRADE STEPS LESS THAN 3 FEET IN HEIGHT REFERENCE DETAIL W6 1.5x11.25 1.5E LSL @ 8"OC EXTERIOR WALL AT COMMONS x CONT. TIES:#3 @ 16"OC 4/S5.00 C1 4"STD PIPE I REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. W8 (2)1.5x9.25 1.5E LSL @ 24"OC _ EXTERIOR WALL AT AUX GYM F9 2'-0"x T-0"x 10" (5)#5 EACH WAY-EQ. SPACED TOP & BOT J REFERENCE MECHANICAL/PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS FASTEN STUDS TOGETHER PER 5/S6.00(2) AND OTHER PENETRATIONS. BEAM SCHEDULE NOTES: C2 6 STD PIPE K FOR PIPE PENETRATIONS THROUGH OR BELOW FOUNDATIONS AND THROUGH W9 2x4 DF#2 @ 16"OC - TYPICAL WALL AT STAIRS F10 3'-V'x 3'-0"x 3'-0" (5)#5 EACH WAY-EQ.SPACED TOP&BOT 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM STEMWALLS REFERENCE DETAILS 9/S5.00, 10/S5.00, 11/S5.00 12/S5.00 AND 13/S5.00 1. USE LSL STUDS WHERE STUD HEIGHT EXCEEDS 15'0. ONLY. C3 10"STD PIPE L FOR PENETRATIONS AND NOTCHING OF WOOD STUDS AND PLATES REFERENCE DETAIL 2.ALIGN DOUBLE STUDS UNDERNEATH ROOF JOISTS. F11 3'-0"x T-O"x 10" (4)#5 EACH WAY-EQ. SPACED AT BOT 2.A SUFFIX OR PREFIX OF'PTT INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR II, STAINED+ r� FINISHED, REF ARCH.ALL HARDWARE CONNECTORS, BOLTS, ETC IN CONTACT WITH THESE ANCHOR 2/BOLTS AND 3PLAT ( ) C4 HSS 4x4x1/4 M ANCHOR BOLTS AND PLATE WASHERS AT SHEAR WALLS SHALL BE PLACED IN ( B I F12 4'-0"x 4'-0"x 12" (5)#5 EACH WAY-EQ. SPACED AT BOT MEMBERS SHALL USE HOT DIPPED GALVANIZED. ACCORDANCE WITH THE REQUIREMENTS INDICATED IN DETAIL 4/S8.00-5/S8.00. LJ 3.A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT. C5 HSS 5x5x1/4 N WHERE A SHEAR WALL HOLDOWN OCCURS ADJACENT TO AN OPENING, PROVIDE THE JOIST SCHEDULE 4. HU & HUC HANGERS SHALL BE INSTALLED WITH"MAX" NAILING NOTED BY MANUFACTURER. GREATER OF THE KING STUD OR HOLDOWN POST AT THE KING STUD LOCATION. F13 5'-0 x 5'-0"x 14" (7)#5 EACH WAY- EQ. SPACED AT BOT EQUIVALENT RED-BUILT MIN SHEAR CAPACITY MIN EI CAPACITY MIN FLEXURAL CAPACITY 5. AM (FIRE RESISTANCE RATED)GLULAM BES NOTED AS SISSHALL BE LAYED UP WITH TENSION C6 HSS 5x5x3/8 O ALL MULTI-PLY STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WITH A MULTI-PLY STUD PRODUCT (LBS) (x106 LBS-IN') (FT-LBS) LAMINATION(S)REPLACING OUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE OR POST OF AT LEAST THE SAME SIZE IN LOWER WALLS ALL THE WAY TO THE Dull Olson Weekes Group F14 6'-0"x 6'-0"x 16" (8)#5 EACH WAY-EQ. SPACED AT BOT RESISTANCE RATING PER IBC 721.6.3.4.THE QUALITY STAMP OF'FRR' BEAMS SHALL INDICATE THAT C7 HSS 6x6x1/4 FOUNDATION OR TRANSFER BEAM. TYPICAL UNLESS NOTED OTHERWISE. uson - p 14"RED-145 1960 474 5570 THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. P PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS UNO. REF DETAIL Architects, Inc. 14"RED-165 2540 666 8030 F15 7'-0"x T-0"x 16" 10)#5 EACH WAY-EQ. SPACED AT BOT C8 HSS 8x8x1/4 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, UNO. 18"RED-165 3080 1205 10380 ( Q REFERENCE DETAIL 4/S6.00 FOR WALL FRAMING AT CORNERS AND INTERSECTIONS, 18"RED-190 3080 1635 14785 TYPICAL UNLESS NOTED OTHERWISE. 18" RED-190H 3160 1827 17010 F16 8'-0"x 8'-0"x 18" (11)#5 EACH WAY-EQ. SPACED AT BOT C9 HSS 4x8x1/4 R REFERENCE DETAIL 5/S6.00 FOR NAIL LAMINATING REQUIREMENTS FOR BUILT-UP WOOD 907 SW Stark Street Portland OR 97205 POSTS. USA 20"RED-190H (3) 3445 2331 18945 tel 503 226 6950 fax 503 273 9192 LONG: (4)#5 EQ SPACED-TOP AND BOT SEE PLAN FOR FOOTING C10 HSS 4x10x1/4 S REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. F17 3'-0"x L x 36" www.dowa-ibigroup.com NOTES: TRANSV:#5 @ 9"OC TOP AND BOT LENGTH T WOOD FRAMED FLOORS SHALL HAVE A 1 1/2"CEMENTITIOUS TOPPING SLAB OVER AN www.ibigroup.com LONG: (8)#6 EQ SPACED-TOP AND BOT C11 HSS 8x6x1/4 ACCOUSTIC MAT REF ARCH)ON 1 118"APA RATED FLOOR SHEATHING 1. AT WOOD BEAM CONDITIONS HANGERS ARE TO BE SIMPSON ITS HANGERS UNO. REF DETAIL 11/S6.00, UNO. F18 6'-0 x34' 0 x 48" TRANSV:#6 10"OC TOP AND BOT WHERE REQUIRED, USE SIMPSON MIU FACE MOUNT HANGERS. 1. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE. 2. WEB STIFFENERS ARE NOT REQUIRED LINO ON PLANS IN SPECIFIED AREAS. REFER TO JOIST MANUFACTURER FOR WEB STIFFENER MATERIAL, SIZE AND ATTACHMENT RECOMMENDATIONS. 3. PROVIDE CAMBER(2250-FT RADIUS) FOR 20"RED-190H JOISTS PRp F�< NFF9s`�fo 23 4 5 6 7 8 9 10 11 81 243'-3" 151-0" 14'-6" 27'-3" 18'-0" 10'-6" 37'-9" 47'-0" TYP 61'-3" 12'-0" OREGON 18 I 22 zi c9F ORY R@\ I I I I 56.01 e H4 a H4 e H1 H1 e - --� H1 e H4 H1 � H1 H1 A H4 A H4 � H1 e H1 A AH4 QH4 CA 8 8 8 8 8 8 8 8 8 8 8 8 - - --- 2x8 @ 24"OC 2x8 @ 24"OC 2x8 @ 24"OC 2x8 @ 24"OC 2x8 @ 24"OC 2x8 @ 24"OC 2x8 @ 24"OC - - - - I � I I I 32 23 A i I 56.02 ss.o1 21 TYP F R E LIC I e - - ENGIN E E R S d v0 O 17700 SW Upper Boones Ferry Rd. 1 I I 0 O OO OO 86'01 Suite#115 Portland, Oregon 97224 O 13 @ 23 B `� N a o_ 23 Office: (603)624-7005 F2 I I� I 2 @ @ @ 00 Portland, OR. I Bend, OR. I Denver, CO. I 3 I A 56.00 56.01 J J J B J 56.01 qe frcelich engineers.com I FE# 17-T052 IT 1 J w _'9_ 2 g M 16 I m M 23 S5.01 I I " TYP I S6.01 o L, 1 1 33 F2 I I S6.02 4 0 S4.01 W3 H6 - B - - H5 H5 � H6 H6 H6 - D O - - - - - - -- - - -- - _ D 1 W4 F1 P3 I II A P3 A A 1 A A FB6 Q j l zz I I 34 0 24 60 _ 8 I O V ti S5.0, i i 56.02 I N LL S6.01 TYP TYP !n F11 I ��/V/� O P3 Cn .� m .�. TYP 20 I P3 I 24" RED-W @ 16"OC u � � C I AT DOOR S5.01 I B I I N W ~ m 1 I I TYP o 1 TYP I I I I I CD CD P3 12 I j l I i A s6.00 sIM I I B I s 1 B ss.o1 B I ♦..r cn .� L co24 M FB8 FB8 9 H6 H8 - H6 H6 9 HCS O c� CO CC - 1 - p3 FB8 - - - 1 if H9 BELOW AT= - O: W4 I A o I CANOPYLEVELI - - - B F1 3 F1 P3 P3 23 4 I 3 22 3 1 ( I S6.01 TYP S5.01 I I I 19 - 1I I I 0 s5.o1 12 0 0 0 0 0 I I 1 1 I I I B N ss.00 N 23 a I I I C 36.01 = 8 �, J B f0 5 2 I I I I I I I 23 co F12 21 "' 'bo ss.o1 I I I 32 I I I I L J S6.02 S6.01 TMP I I I I P4 I D E - - - - - TYP S501 I I - B ---_-- - 8 _ - - 2x8@24"O - - - - - - �x8@24"O - - - - - - 2x8@24"O - - - yxg@p4"O N CD P4 P3 H4 H1 H1l H4 H4 H1 H1 H4 D I A 1 1 I 1 16 5. B e 8 z2 e e e C I SIM II 8 8 8 8 8 8 8 8 1 I 119 I S5.01 S5.01 I eL 56.01 U I S5.01 INDICATES SHEAR phase PERMIT SET I I FLOOR ASSEMBLY: -J N WALLS FROM 2ND I I = 1 1/2"CEMENTRIOUS I 10 FLOOR TO ROOF, TOPPING SLAB OVER 1 1/6' I SIM 5611 --------------- TYP LINO APA RATED FLOOR E 1 c2 c1 5 SHEATHING date FEB 08, 2019 O coI I I i I Pa revisions J1 I I 12 I L J 7 HEADER SCHEDULE - WOOD FRAMED V I 1 4"CONIC SLAB-0N- F12 S9.10 HEADER CONNECTION TO TRIM SILL PLATES(AT 2 I GRADE W/#3 AT 16"OC I MARK HEADER KING STUDS TRIM STUDS �. I N STUDS WINDOW) 65 I EAC WAY(TYP) H1 4x8 DF#2 (1)2x (2)2x (4)0.148x3"NAILS EACH SIDE (1)2x 2' F2 I I SIM 39 H2 4x10 DF#2 (2)2x (2)2x (4)0.148X3"NAILS EACH SIDE (2)2x S6.02 O H3 6x8 DF#1 (1)2x (2)2x SIMPSON ST2115 EACH SIDE (1)2x I I I i 1�\ I m H4 6x10 DF#1 (2)2x (2)2x SIMPSON ST2115 EACH SIDE (2)2x H5 5 1/2 x 12 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x LO I I = H6 5 112 x 15 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x CIOo H7 6 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x project# 16055 H8 8 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x c 1 22 I 1 ` I N 19 H9 HSS12x4x1/4 REF PLANS AND DETAILS FOR SUPPORT CONNECTION SECOND FLOOR FRAMING M =N 1 I S5.01 S5.01 H10 6 3/4 x 12 24F V4 GL (3)2x 4x MIN (REF PLAN REF DETAIL 14/S9.20 (2)2x I 1 _ _ _ _ _ _ _ _ _ 1 0 1 1 F1 I NOTES: ) PLAN - SECTOR A Q 0 I 1. REF DETAIL 1/86.00 FOR HEADER LAYOUT. NQI ---- -- - T - - - -F1 - - - - - - - --- - I i I oN UPPER FOUNDATION & SECOND FLOOR FRAMING PLAN - SECTOR A S2m2O NU -- FLOOR BEAM SCHEDULE FOOTING SCHEDULE COLUMN & POST SCHEDULE BEARING WALL SCHEDULE FOUNDATION AND FRAMING PLAN NOTES COLUMN TYPE A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEET AND MARK BEAM SIZE HANGERS COMMENTS TYPE SIZE REINFORCING NOTES TYPE SIZE STUD SIZE, GRADE,AND SPACING UNO MARK NOTES SCHEDULES. FB1 5 1/2 x 12 24F V4 GL (3)2x STUD SIMP HU OR HUC F1 1'-6"WIDE x 14"DEEP LONG: (2)#4 EQ SPACED-BOT B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES FB2 5 1/2 x 15 24F-V4 GL P1 4x6 DF#2 FIRST FLOOR WALL SECOND FLOOR WALL (3)2x STUD SIMP HU OR HUC x CONT. TRANSV:#4 @ 18"OC BOT AND DETAIL 3/55.00 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. 1 FB3 5 1/2 x 18 24F-V4 GL (3)2x STUD SIMP HU OR HUC F2 2'-0"WIDE x 10"DEEP LONG: (3)#4 EQ SPACED-BOT P2 4x8 DF#2 W1 2x6 DF#2 @ 16"OC 2x6 DF#2 @ 16"OC TYPICAL INTERIOR WALL C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/S5.00. FB4 5 1/2 x 21 24F-V4 GL x CONT. TRANSV:#4 @ 18"OC BOT 6x6 DF#1 SIMP HU OR HUC D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. F3 2'-0"WIDE x 14" DEEP LONG: (3)#4 EQ SPACED-TOP AND BOT 3x6 DF#2 @ 16"OC OR 2x6 DF#2 @ 16"OC OR TYPICAL INTERIOR DEMISING WALL - - FB5 5 1/2 x 24 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC x CONT. TRANSV:#4 @ 18"OC BOT P3 6x6 DF#2 (2)2x6 DF#2 @ 16"OC 1.5x5.5 1.3E LSL @ 16"OC FASTEN STUDS TOGETHER PER 5/S6.00(1) E ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS OR ENGINEERED FILL FB6 6 3/4 x 15 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC 2' 6"WIDE x 10" DEEP LONG: (3)#4 EQ SPACED-BOT 3x6 DF#2 @ 16"OC OR PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT FB7 6 3/4 x 24 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC F4 x CONT. TRANSV:#4 @ 18"OC BOT P4 6x8 DF#1 W3 (2)2x6 DF#2 @ 16"OC TYPICAL INTERIOR CORRIDOR WALL GEOTECHNICAL REPORT. (2)2x6 DF#2 @ 16" OC OR FB8 6 314 x 27 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC 2'-0"WIDE x 14" DEEP LONG: (3)#4 EQ SPACED-TOP AND BOT 1.5x5.5 1.3E LSL @ 16"OC FASTEN STUDS TOGETHER PER 5/S6.00(1) F UNDERSLAB VAPOR BARRIER AND PERIMETER FOUNDATION DRAINAGE SHALL BE F5 PROVIDED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT F89 8 3/4 x 15 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC x CONT. TRANSV:#4 @ 18"OC BOT P5 6x10 DF#1 2x8 DF#2 @ 16"OC OR TYPICAL GEO FB10 8 3/4 x 27 24F-V4 GL F6 3'-0"WIDE x 14" DEEP LONG: (3)#4 EQ SPACED-TOP AND BOT W4 2x8 DF#2 @ 16"OC 1.5x7.25 1.5E LSL @ 16"OC TECHNICAL REPORT. EXTERIOR WALL(1) x CONT. TRANSV:#4 18"OC BOT P6 5.25x9.25 2.0E PSL G ALL CONCRETE SLAB ON GRADE FINISHES SHALL BE IN ACCORDANCE WITH FB12 W12x50 HSS 4x4xl/4/4 FB1W12x26 HSS 4x4x@ W5 1.5x9.25 1.5E LSL @ 16"OC - EXTERIOR WALL AT AUX GYM, COMMONS,AND LIBRARY ARCHITECTURAL REQUIREMENTS. F7 4'-0"WIDE x 36" DEEP LONG: (5)#6 EQ SPACED-TOP AND BOT x CONT. TIES:#3 @ 16"OC GRADE BEAM H FOR CONCRETE SLAB ON GRADE STEPS LESS THAN 3 FEET IN HEIGHT REFERENCE DETAIL W6 1.5x11.25 1.5E LSL @ 8"OC - EXTERIOR WALL AT COMMONS 4/S5.00 Cl 4"STD PIPE EXTERIOR WALL AT AUX GYM I REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. F9 2'-0"x 2'-0"x 10" (5)#5 EACH WAY-EQ. SPACED TOP& BOT W8 (2)1.5x9.25 1.5E LSL @ 24"OC - FASTEN STUDS TOGETHER PER 5/S6.00(2) J REFERENCE MECHANICAL/PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS BEAM SCHEDULE NOTES: C2 6"STD PIPE AND OTHER PENETRATIONS. 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM F10 3'-0"x T-O"x 3'-0" (5)#5 EACH WAY-EQ. SPACED TOP& BOT W9 2x4 DF#2 @ 16"OC TYPICAL WALL AT STAIRS K FOR PIPE PENETRATIONS THROUGH OR BELOW FOUNDATIONS AND THROUGH ONLY. C3 10"STD PIPE STEMWALLS REFERENCE DETAILS 9/S5.00, 10/S5.00, 11/S5.00 12/S5.00 AND 13155.00 2.A SUFFIX OR PREFIX OF'PTV INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR II, STAINED+ Fl l 3'-U'x 3'-0"x 10" (4)#5 EACH WAY-EQ. SPACED AT BOT 1. USE LSL STUDS WHERE STUD HEIGHT EXCEEDS 15'-0". L FOR PENETRATIONS AND NOTCHING OF WOOD STUDS AND PLATES REFERENCE DETAIL FINISHED, REF ARCH. ALL HARDWARE(CONNECTORS, BOLTS, ETC) IN CONTACT WITH THESE C4 HSS 4x4xl/4 2. ALIGN DOUBLE STUDS UNDERNEATH ROOF JOISTS. 8/S5.00, 2/S6.00 AND 3/S6.00 r� MEMBERS SHALL USE HOT DIPPED GALVANIZED. F12 N-0"x 4'-0"x 12" (5)#5 EACH WAY-EQ. SPACED AT BOT M ANCHOR BOLTS ACCORDANCE ANDTHE REQUIREMENTS SHEAR EICATEALLS IN SHAILL BE 00 CED 100. I I B I 3.A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT. C5 HSS 5x5xl/4 4. HU & HUC HANGERS SHALL BE INSTALLED WITH "MAX" NAILING NOTED BY MANUFACTURER. N WHERE A SHEAR WALL HOLDOWN OCCURS ADJACENT TO AN OPENING, PROVIDE THE F13 5'-0"x 5'-0"x 14" (7)#5 EACH WAY-EQ. SPACED AT BOT GREATER OF THE KING STUD OR HOLDOWN POST AT THE KING STUD LOCATION. 5. GLULAM BEAMS NOTED AR' (FIRE RESISTANCE RATED)SHALL BE LAMED UP WITH TENSION C6 HSS 5x5x3/8 O ALL MULTI-PLY STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WITH A MULTI-PLY STUD LAMINATION(S) REPLACING OOUTUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE HEADER SCHEDULE - WOOD FRAMED FOUNDATION OR TRANSFER BEAM. TYPICAL RESISTANCE RATING PER IBC 721.6.3.4.THE QUALITY STAMP OF'FRR' BEAMS SHALL INDICATE THAT F14 6'-0"x 6'-0"x 16" (8)#5 EACH WAY-EQ. SPACED AT BOT C7 HSS 6x6xl/4 FPOST OF AT LEAST THE SAME SIZE LOWER WALLS ALL THE WAY TO THE THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. HEADER CONNECTION TO TRIM SILL PLATES(AT FOCAL UNLESS NOTED OTHERWISE. DUII OISOn Weekes - IBI GCOUp MARK HEADER KING STUDS TRIM STUDS STUDS WINDOW) P PROVIDE HEADER TYPE H1 AT ALL OPENINGS,TYP AT BEARING WALLS UNO. REF DETAIL Architects, Inc. F15 T-0"x T-0"x 16 10)#5 EACH WAY-EQ. SPACED AT BOT C8 HSS 8x8xl/4 H1 4x8 DF#2 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, LINO. ( (1)2x (2)2x (4)0.148x3" NAILS EACH SIDE (1)2x Q REFERENCE DETAIL 4/S6.00 FOR WALL FRAMING AT CORNERS AND INTERSECTIONS, H2 4x10 DF#2 (2)2x (2)2x (4)0.148x3" NAILS EACH SIDE (2)2x C9 HSS 4x8x1/4 TYPICAL UNLESS NOTED OTHERWISE. F16 8'-0"x V-0"x 18" (11)#5 EACH WAY-EQ. SPACED AT BOT H3 6x8 DF#1 (1)2x (2)2x SIMPSON ST2115 EACH SIDE (1)2x R REFERENCE DETAIL 5/S6.00 FOR NAIL LAMINATING REQUIREMENTS FOR BUILT-UP WOOD 907 SW Stark Street Portland OR 97205 LONG: (4)#5 EQ SPACED-TOP AND BOT SEE PLAN FOR FOOTING C10 HSS 4x10xl/4 H4 6x10 DF#1 (2)2x (2)2x SIMPSON ST2115 EACH SIDE (2)2x POSTS. USA F17 3'-0"x L x 36" H5 5 1/2 x 12 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x S REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION, tel 503 226 6950 fax 503 273 9192 TRANSV:#5 @ 9"OC TOP AND BOT LENGTH H6 5 1/2 x 15 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x www.dowa-ibigroup.com LONG: (8)#6 EQ SPACED-TOP AND BOT C11 HSS 8x6xl/4 T WOOD FRAMED FLOORS SHALL HAVE A 1 1/2"CEMENTITIOUS TOPPING SLAB OVER AN w w .ibi rou .com F18 6'-6"x 34'-0"x 48" TRANSV:#6 10"OC TOP AND BOT H7 6 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x ACCOUSTIC MAT(REF ARCH)ON 1 1/8"APA RATED FLOOR SHEATHING 9 p 1. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE. H8 8 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x H9 HSS 12x4xl/4 REF PLANS AND DETAILS FOR SUPPORT CONNECTION H10 6 3/4 x 12 24F-V4 GL (3)2x 4x MIN(REF PLAN) REF DETAIL 14/S9.20 (2)2x NOTES: 2 243'-3 1. REF DETAIL 1/S6.00 FOR HEADER LAYOUT. 3 4 5 6 7 " 8 PRO UR - E4 Ff'a! 15'-0" 14'-6" 27'-3" 17'-43/4" 11'-1 1!4" 37'-9" dNS•F��s�d 61 JOIST SCHEDULE � 1 - - - - - -- -- - I I EQUIVALENT RED-BUILT MIN SHEAR CAPACITY MIN EI CAPACITY MIN FLEXURAL CAPACITY 9OREGON I -- - -- - - - - - - - PRODUCT - -- -- -- - - - -- - - (LBS) (x106 LBS-IN') (FT-LBS) f-!14 � 14"RED-145 1960 474 5570F�ORY R.t�oO 22 I I C2 C1 14"RED-165 2540 666 8030 S5.01 I I A E7(PIRES:i16:3D 20dxf ( 1 I I� 18"RED-165 3080 1205 10380 18"RED-190 3080 1635 14785 1 1 18"RED-190H 3160 1827 17010 P3 20" RED-190H (3) 3445 2331 18945 18 12 I ISI I F11 O NOTES: TMP S5.01 3: 1 I m m 1. AT WOOD BEAM CONDITIONS HANGERS ARE TO BE SIMPSON ITS HANGERS UNO. REF DETAIL 11/S6.00, LINO. m WHERE REQUIRED, USE SIMPSON MIU FACE MOUNT HANGERS. F2 i i I I, F11 " 2. WEB STIFFENERS ARE NOT REQUIRED LINO ON PLANS IN SPECIFIED AREAS. REFER TO JOIST MANUFACTURER FOR w WEB STIFFENER MATERIAL, SIZE AND ATTACHMENT RECOMMENDATIONS. F R O E L I C H P3 2 EN G I N EERSI I o I 3. PROVIDE CAMBER(2250-FT RADIUS) FOR 20" RED-190H JOISTS 17700 SW Upper Boones Ferry Rd. I I 39 N Suite#115 I I I I SIM S6.02 9 10 11 Portland, Oregon 97224 1 47'-0" 61'-3" 12'-0" Office: (503)624-7005 F2 W4 I F11 I I Portland, OR. I Bend, OR. I Denver, CO. E - f - _-- - - - - -- - - - - 7W72 _ _ - - -- - A _ - - - _ - - - - - _ - - _ _ E Froelich-engineers.com I FE# 17-TO52 A 1 1 4„ ❑ I I 5 2 I 1 22 1 I C2 Cl 54.01 I I S5.01 �•/ P3 _ J I Ty 11 LI I, 7 INDICATES SHEAR io n I S9.10 WALLS FROM 2ND A I I I, F11 I I FLOOR YPO ROTO ROOF, TYP N I Im 6" SEISMIC I6.2 „ SEPARATIP3 P4 IA A A A A S6.01 A A A O 8 -4118 FB1 H4 H1 H1 H4 H4 e H1 8 1 O 8> B -5 5 All A - �P3 12x8 DF#2 24"OC 2x8 @ 24" OC x8 @ 24"OC- - - - - 2x8 @ 24"OC2x8@24"O -- 0r`vJl2 1F3 - - - - C6 DBL JOIST- 0O tZ 7-7 1 }J L _ - - I 21 � (� �� U O LI I P3 F6 P3 F6 TYP _ E] F2 i I F11 4 W2 F11 I�I S6.01 26 B 12 � co I S5.01 ill 2 S6.00 O 23 O O O N O B N N B N N - Q I 32 0 - - 2 S6.01 2 B `° �.- O � I I m N M o 0 B I ( I S6.02 u_ v v .6 2 II o w III N F 23 m TMP ss.01 23 co � , , N F11 P3 r S6.01 S6.01 5 0) L6 0 0 O M M ` d- L 1 1 I = L0 L0 S9.10 r �_ 4"CONCRETE SLAB-ON- P3 18 I GRADE W/#3 AT 16"OC I TYP EACH WAY,TYP I 55.01 I I _ _ 1 I BELOW AT I S4.02 i - - - - 1 I FBS FB8 - - FBS - �� H6 H6 H6 H9 CANOPY LEVEL \� 1 ODD B P3 x V A B B B C5 L - - _J I 1 12 1 24 41 4 1 I 1 3 F13 11 P3 S6.00 S6.01 S6.02 6. Go F2 I 1 81- /8" 1 1 SIM TMP TYP LB I 1 2 24"RED-W @ 16"OC I m 2 1 i I I III P3 m N I i I I F11 P3 LLI I D E I � I � o Z i 7 518"- 10 1/2' 1 - -11 - B3 34 U TYP O O _ O TYP Cfj ~ B I I SIM S6.02 w N 24 w A A A 1 1 2 � A A 6 0 A 56.01 I A iD 2 I 1 P3 P3 W2 1 P3 F3 P3 1 I P3 - - -F6 - - - P3 FB4 P3 H6 H6 H6 H6 _ -- -- - cs v 1 A - - - - - - - - - - 0 A C6 FB2 C6 P3 FB6 .5 B I 4 P3 P3 1 P3 P3 1 phase PERMIT SET O 2 1 1 5 F13 56 1 5 1 1 1 A S610 1 1 - � I 56.10 ss.o4 S6.10 j I 2 1 1 I E 1 i I I I I I 23 date FEB 08, 2019 °°I i F1 i o 0 0 0 0 o revisions fYl I I I I 1 m W N N N N v N w I I 2 F11 1 1 1 I I 1 1 m 2s 1 2 °' M U) o 0 1 1 I I I I I s6.o1 A Cl) co co M s - J 4 r I 6 1 1 - - S6.01 21 8'-8 1/4" I A 3 TYP S6.01 TYP LO F11 I 21 1 1 2 1 1 I 20 1 1 S5.01 I C5 1 F11 SIM = A - - - - - - A - - - - - project# 16055 j S5.01 1 1 C5 F17 F17_ C5 iv F17 - 14 �- 1 I W1 _ _ _ _ _ _ - -- c5 W1 - - , - - s@2a"o - - 2x8@24"oC 2xa@2 oc SECOND FLOOR FRAMING E 1 - E _ �� - - - --- -- A H4 A H4 A H1 A H1 A H4 A PLAN - SECTOR B Q Up L_ o f 1 1 N L - - E _ - - - E - - - - J N L - 4 M I I 3,_U' 3'_0„ 3,_0.. 1 _ „ 3' 6" 5 3'_6., 54.06 22 3 S6.01 m� 2 . 21 oN UPPER FOUNDATION & SECOND FLOOR FRAMING PLAN - SECTOR B (V I BEARING WALL SCHEDULE COLUMN & POST SCHEDULE FOOTING SCHEDULE FOUNDATION AND FRAMING PLAN NOTES FLOOR BEAM SCHEDULE A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEET AND /1 MARK STUD SIZE, GRADE,AND SPACING TYPE SIZE TYPE SIZE REINFORCING NOTES COLUMN TYPE SCHEDULES.FIRST FLOOR WALL SECOND FLOOR WALL NOTES 1'-0"WIDE x 14"DEEP LONG: (2)#4 EQ SPACED-BOT UNO MARK BEAM SIZE HANGERS COMMENTS B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES P1 4x6 DF#2 F1 x CONT. TRANSV:#4 @ 18"OC BOT F61 5 1/2 x 1 -V4 GAND DETAIL 3/S5.00 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. 1 2 24FL (3)2x STUD SIMP HGU W1 2x6 DF#2 @ 16"OC 2x6 DF#2 @ 16"OC TYPICAL INTERIOR WALL - 2'-0"WIDE x 10"DEEP LONG: (3)#4 EQ SPACED-BOT FB2 5 1/2 x 15 24F-V4 GL (3)2x STUD SIMP HGU C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/S5.00. P2 4x8 DF#2 F2 x CONT. TRANSV:#4 @ 18"OC BOT F63 5 1/2 x 18 24F-V4 GL (3)2x STUD SIMP HGU D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. �y W2 3x6 DF#2 @ 16" OC OR 2x6 DF#2 @ 16"OC OR TYPICAL INTERIOR DEMISING WALL 2'-0"WIDE x 14"DEEP LONG: (3)#4 EQ SPACED-TOP AND BOT FB4 5 1/2 x 21 24F-V4 GL 6x6 DF#1 SIMP HGU E ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS OR ENGINEERED FILL - - (2)2x6 DF#2 @ 16" OC 1.5x5.5 1.3E LSL @ 16"OC FASTEN STUDS TOGETHER PER 5/S6.00(1) P3 6x6 DF#2 F3 x CONT. TRANSV:#4 18"OC BOT PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT 3x6 DF#2 @ 16"OC OR TYPICAL INTERIOR CORRIDOR WALL 2'-6"WIDE x 10"DEEP LONG: 3)#4 EQ SPACED-BOT FB5 5 1/2 x 24 24F-V4 GL 6x6 DF#1 SIMP HGU GEOTECHNICAL REPORT. W3 (2)2x6 DF#2 @ 16"OC (2)2x6 DF#2 @ 16"OC OR FASTEN STUDS TOGETHER PER 5/S6.00(1) P4 6x8 DF#1 F4 x CONT. TRANSV:#4 @ 18"OC BOT FB6 6 3/4 x 15 24F-V4 GL 6x6 DF#1 SIMP HGU F UNDERSLAB VAPOR BARRIER AND PERIMETER FOUNDATION DRAINAGE SHALL BE 1.5x5.5 1.3E LSL @ 16"OC F87 6 314 x 24 24F-V4 GL 6x8 DF#1 SIMP HGU 2'-6"WIDE x 14" DEEP LONG: (3)#4 EQ SPACED-TOP AND BOT PROVIDED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT W4 2x8 DF#2 @ 16"OC 2x8 DF#2 @ 16"OC OR TYPICAL EXTERIOR WALL(1) P5 6x10 DF#1 F5 x CONT. TRANSV:#4 @ 18"OC BOT FBS 6 3/4 x 27 24F-V4 GL 6x8 DF#1 SIMP HGU GEOTECHNICAL REPORT. 1.5x7.25 1.5E LSL @ 16" OCF6 " FB9 8 3/4 x 15 24F-V4 GL 6x8 DF#1 SIMP HGU 3'-0"WIDE x 14DEEP LONG: (3)#4 EQ SPACED-TOP AND BOT G ALL CONCRETE SLAB ON GRADE FINISHES SHALL BE IN ACCORDANCE WITH W5 1.5x9.25 1.5E LSL @ 16"OC EXTERIOR WALL AT AUX GYM, COMMONS, AND LIBRARY P6 5.25x9.25 2.0E PSL x CONT. TRANSV:#4 @ 18"OC BOT FB10 8 3/4 x 27 24F-V4 GL ARCHITECTURAL REQUIREMENTS. F7 4'-0"WIDE x 36" GRADE BEAM DEEP LONG: (5)#6 EQ SPACED-TOP AND BOT FB11 W12x26 HSS 4x4x1/4 H FOR CONCRETE SLAB ON GRADE STEPS LESS THAN 3 FEET IN HEIGHT REFERENCE DETAIL W6 1.5x11.25 1.5E LSL @ 8"OC -- EXTERIOR WALL AT COMMONS x CONT. TIES:#3 @ 16"OC FB12 W12x50 HSS 4x4x1/4 4/S5.00 - - I REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. EXTERIOR WALL AT AUX GYM C1 4"STD PIPE _ F613 3 1/2 x 15 24F-V4 GL (2)2x STUD SIMP HGU W8 (2)1.5x9.25 1.5E LSL @ 24"OC - FASTEN STUDS TOGETHER PER 5/S6.00 2 F9 2'-0"x T-0"x 10" (5)#5 EACH WAY-EQ. SPACED TOP&BOT J REFERENCE MECHANICAL/PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS ( ) AND OTHER PENETRATIONS. C2 6"STD PIPE K FOR PIPE PENETRATIONS THROUGH OR BELOW FOUNDATIONS AND THROUGH W9 2x4 DF#2 @ 16"OC - TYPICAL WALL AT STAIRS BEAM SCHEDULE NOTES: F10 3'-0"x 3'-0"x 3' 6" (5)#5 EACH WAY-EQ. SPACED TOP&BOT STEMWALLS REFERENCE DETAILS 9/S5.00, 1 O/S5.00, 11/S5.00 12/S5.00 AND 13/S5.00 C3 10"STD PIPE 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM 1. USE LSL STUDS WHERE STUD HEIGHT EXCEEDS 15'-0". - - L FOR PENETRATIONS AND NOTCHING OF WOOD STUDS AND PLATES REFERENCE DETAIL 2.ALIGN DOUBLE STUDS UNDERNEATH ROOF JOISTS. F11 3'-0"x 3'-0"x 10" (4)#5 EACH WAY-EQ. SPACED AT BOT ONLY. 8/55.00, 2/56.00 AND 3/S6.00 C4 HSS 4x4x1/4 2.A SUFFIX OR PREFIX OF'PT1' INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR II, STAINED+ I I FINISHED, REF ARCH.ALL HARDWARE (CONNECTORS, BOLTS, ETC) IN CONTACT WITH THESE M ANCHOR BOLTS AND PLATE WASHERS AT SHEAR WALLS SHALL PLACED . F12 4'-0"x 4'-0" x 12" (5)#5 EACH WAY-EQ. SPACED AT BOT MEMBERS SHALL USE HOT DIPPED GALVANIZED. ACCORDANCE WITH THE REQUIREMENTS INDICATED IN DETAIL 4/5/S 8.00-5/S8.000. C5 HSS 5x5x1/4 3.A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT. N WHERE A SHEAR WALL HOLDOWN OCCURS ADJACENT TO AN OPENING, PROVIDE THE GREATER OF THE KING STUD OR HOLDOWN POST AT THE KING STUD LOCATION. F13 5'-0"x 5'-0"x 14" (7)#5 EACH WAY- EQ. SPACED AT BOT 4. HU & HUC HANGERS SHALL BE INSTALLED WITH "MAX" NAILING NOTED BY MANUFACTURER. O ALL MULTI-PLY STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WITH A MULTI-PLY STUD HEADER SCHEDULE - WOOD FRAMED C6 HSS 5x5x3/8 5. GLULAM BEAMS NOTED AS'FRR' (FIRE RESISTANCE RATED)SHALL BE LAYED UP WITH TENSION OR POST OF AT LEAST THE SAME SIZE IN LOWER WALLS ALL THE WAY TO THE LAMINATION(S) REPLACING OUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE FOUNDATION OR TRANSFER BEAM. TYPICAL UNLESS NOTED OTHERWISE. DUII Olson Weekes - IBI Group MARK HEADER KING STUDS TRIM STUDS HEADER CONNECTION TO TRIM SILL PLATES(AT C7 HSS 6x6x1/4 F14 6-0"x 6-0"x 16" (8)#5 EACH WAY- EQ. SPACED AT BOT RESISTANCE RATING PER IBC 721.6.3.4. THE QUALITY STAMP OF'FRR' BEAMS SHALL INDICATE THAT p PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS UNO. REF DETAIL STUDS WINDOW) THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. Architects, Inc. H1 4x8 DF#2 (1)2x (2)2x (4)0.148x3" NAILS EACH SIDE (1)2x C8 HSS 8x8x1/4 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, LINO. H2 4x10 DF#2 (2)2x (2)2x (4)0.148x3" NAILS EACH SIDE (2)2x F15 7'-0"x T-0"x 16" (10)#5 EACH WAY- EQ. SPACED AT BOT Q REFERENCE DETAIL 4/S6.00 FOR WALL FRAMING AT CORNERS AND INTERSECTIONS, TYPICAL UNLESS NOTED OTHERWISE. H3 6x8 DF#1 (1)2x (2)2x SIMPSON ST2115 EACH SIDE (1)2x C9 HSS 4x8x1/4 R REFERENCE DETAIL 5/S6.00 FOR NAIL LAMINATING REQUIREMENTS FOR BUILT-UP WOOD 907 SW Stark Street Portland OR 97205 F16 8'-0"x 8'-0"x 18" (11)#5 EACH WAY- EQ. SPACED AT BOT STRUCTURAL KEYNOTE H4 6x10 DF#1 (2)2x (2)2x SIMPSON ST2115 EACH SIDE (2)2x POSTS. USA H5 5 1/2 x 12 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x C10 HSS 4x10x1/4 LONG: (4)#5 EQ SPACED-TOP AND BOT SEE PLAN FOR FOOTING S REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. tel 503 226 6950 fax 503 273 9192 H6 5 1/2 x 15 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x F17 T-0"x L x 36" TRANSV:#5 @ 9"OC TOP AND BOT LENGTH 2 RUN SHEAR WALL SHEATHING CONTINUOUS PAST ADJACENT WALLS. DO NOT BREAK WALL T WOOD FRAMED FLOORS SHALL HAVE A 1 1/2"CEMENTITIOUS TOPPING SLAB OVER AN www.dowa-ibigroup.com H7 6 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x C11 HSS 8x6x1/4 ( ) SHEATHING. TYPICAL. ( ) www.ibigroup.com F18 6'-0"x34'-0"x 48" LONG: 8 #6 EQ SPACED-TOP AND BOT ACCOUSTIC MAT REF ARCH ON 1 1/8"APA RATED FLOOR SHEATHING H8 8 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x TRANSV:#6 @ 10"OC TOP AND BOT 3 BOTTOM OF FOOTING TO BE 8'-0" BELOW FINISHED GRADE. U REFERENCE DETAIL 56/S6.03 FOR BOLTED HOLDOWN CONNECTION TO LOWER FLOORS. H9 HSS 12x4x1/4 REF PLANS AND DETAILS FOR SUPPORT CONNECTION 1. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE. REFERENCT DETAIL 57/S6.03 FOR STRAP HOLDOWN CONNECTION TO LOWER FLOORS. H10 6 3/4 x 12 24F-V4 GL (3)2x 4x MIN (REF PLAN) REF DETAIL 14/S9.20 (2)2x V REFERENCE DETAIL 58/S6.03 FOR FRAMING AT TYPICAL OPENING IN THE FLOOR. NOTES: 1. REF DETAIL 1/S6.00 FOR HEADER LAYOUT. u PAtj 81 OREGON 14 � 2 15,-0., 3 14' -6„ 4 27,-3„ 5 18'-0„ 6 10'-6" 7 37'-9„ 8 47'-0„ 9 61,-3„ 10 12,-0,. 11 EXPIRES:c18-$o,2C!/1 I 1 I I I L1 `: I I I I l i i i FROELICH F12 I I I I I I ENG I NEE R S A 17700 F_ - I C5 I I I Suite#S 5 Upper Boones Ferry Rd. A I I I Portland, Oregon 97224 I I I Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. I I I I I Froelich-engineers.com I FE# 17-TO52 I I c5 I I I - - - - - --- -- II F1 r-- - - -- --- r - � - - - - � �L - 50 - 15 - - - - - - - - - - J }+ C2 - I ' S5.00 L - - L - - - - - - - - - J L -- - - - - -J fA S5.03 I P I I - 6 SEISMIC JOINT ills ++ S6.10 - Q 20 I SIM -- I S5.01 i S5.04 F15 S5 00 F15 I I I I 2 O 16 1 F12 r r- - ' I � I S9.10 � ♦O� � F3 -S5.00 F11 -- W4 4- ---� --- -- - -- - - - - - C3 L ---- ---1 C3 L-- - - -- - ----- - - - - ---- I Ill_-= C3 -- - - - I� O V f04 ` II II 1s E II ( - - -- - - - - - - - - - - - - - - V O I� �I S5.01 6 II l I I _ - - - - - - - - - - - - - - - - '� co it li TYP ------ -------- - -- - --- - - - - - - - - I I I 1-- Ca II I I I I S4.04 I 10 I I I S6.11 CC C ~ o 0 C I II 15 I I I I I ( 1 ti 3 II II 55.00 �_ t� CD 0 TYP co 51 I I I I S5.03 i I) i co LO L0 I S4.07 4"CONCRETE SLAB-ON- KC ( I I GRADE W/#3 AT 16"OC I I I II S5 03 I I I I � I EACH WAY, TYP � it li 45 II S503 i1 I I 1 WALKWAYAND I I I I I S4.03 STAIR FRAMING R ASI-04 C2 I 23 I B F I S5.01 3 I 66 3 I S6.04 S9.10 ^ I I I - F15 I - F15 F15 /q \ 48 I I I I - I- - - I SEISMIC JOINT F2 //l W4 S5.03 11 I C3 I I C3 C3 I L -- - - - - - - - - - - -- - - - - - I - - - -� - - _ - - - - - - - - - L D E UA i i -- ---- -- -- --I -- ---- -- P512 - J 1 I_ - - � L _ _J S500 TMP (- - J t_ 56CD I F2 56 F1 I 3 7 S5.04 5 5 c �I ❑I P5 I S5.04 B 55.02 2 I B 5 S6.04 S5.04 A I P4 6.10 6.10 6.10 S5.00 P4 6.10 i S6.10 P4 P4 F2 2 4 P4 6.10 P4 m 8LL U I I P1 P1 ® _ P4 P4 P4 _ - - - P4 P4 P4 P4 - - - - - � VV4 P4 - - - - - - - - - N - - - - - - - - FB6 - - - - - - - - - - - - - - - phase Conformed e Up C6 C6 F3 C5 C5 - - - - - - - - - - - 65 -- L _ J o_ L _ zAT FIRE 44 ss.oa date April 26, 2019 Z I cs cs Fs cs cs cs Cs I cfi �I Z cs Cs C6 cs E w � 5 9 64 TYP 64 w � 44 DOOR STEEL 56.04 O m co S6.10 S6.10 I I I I N a- 55.03 FRAME S5.03 0I I I S5.04 I I SIM revisions ASI-04 06.07.2019 L I I I I II II � I I I I I j I I II C/) I I I I I � I I I I I I I I I I I I III II I I I I II II l it project# 16055 SECOND FLOOR FRAMING E I I I I I I I I I I I I III II I I I I I I I _ - PLAN - SECTOR C Qo I I I II II � � �o �o b2m22UPPER FOUNDATION & SECOND FLOOR FRAMING PLAN - SECTOR C Nom_ 1/8' = 1'-0„ CDC..) FOOTING SCHEDULE FOUNDATION AND FRAMING PLAN NOTES TYPE SIZE REINFORCING NOTES A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEET AND SCHEDULES. F1 1'6"WIDE x 14" DEEP LONG: 2)#4 EQ SPACED-BOT B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES x CONT. TRANSV: #4 @ 18"OC BOT AND DETAIL 3/S5.00 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. 2'-0"WIDE x 10" DEEP LONG: 3 #4 EQ SPACED-BOT F2 C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/55.00. x CONT. TRANSV:#4 @ 18"OC BOT D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. 2'-0"WIDE x 14" DEEP LONG: 3)#4 EQ SPACED -TOP AND BOT F3 x CONT. TRANSV:#4 @ 18"OC BOT E ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS OR ENGINEERED FILL 2'-0"WIDE x 10" DEEP LONG: 3 #4 EQ SPACED-BOT PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT F4 GEOTECHNICAL REPORT. x CONT. TRANSV:#4 18"OC BOT 2'-6"WIDE x 14" DEEP LONG: 3 #4 EQ SPACED -TOP AND BOT F UNDERSLAB VAPOR BARRIER AND PERIMETER FOUNDATION DRAINAGE SHALL BE F5 x CONT. TRANSV:#4 @ 18"OC BOT PROVIDED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT GEOTECHNICAL REPORT. 3'-0"WIDE x 14" DEEP LONG: 3 #4 EQ SPACED -TOP AND BOT F6 G ALL CONCRETE SLAB ON GRADE FINISHES SHALL BE IN ACCORDANCE WITH x CONT. TRANSV: #4 @ 18"OC BOT ARCHITECTURAL REQUIREMENTS. 4'-0"WIDE x 36" DEEP LONG: (5)#6 EQ SPACED -TOP AND BOT F7 x CONT. TIES:#3 @ 16"OC GRADE BEAM H FOR CONCRETE SLAB ON GRADE STEPS LESS THAN 3 FEET IN HEIGHT REFERENCE DETAIL 4/S5.00 I REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. F9 2'-0"x 2'-0"x 10" (5)#5 EACH WAY- EQ. SPACED TOP& BOT J REFERENCE MECHANICAL/PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS AND OTHER PENETRATIONS. F10 T-0"x T-0"x 3'-6" (5)#5 EACH WAY-EQ. SPACED TOP&BOT K FOR PIPE PENETRATIONS THROUGH OR BELOW FOUNDATIONS AND THROUGH STEMWALLS REFERENCE DETAILS 9/S5.00, 10/S5.00, 11/S5.00 12/S5.00 AND 13/S5.00 r� F11 3'-0"x T-O"x 10" (4)#5 EACH WAY-EQ. SPACED AT BOT L FOR PENETRATIONS AND NOTCHING OF WOOD STUDS AND PLATES REFERENCE DETAIL 8/S5.00, 2/S6.00 AND 3/S6.00 I I F12 4'-0"x 4'-0"x 12" (5)#5 EACH WAY-EQ. SPACED AT BOT M ANCHOR BOLTS AND PLATE WASHERS AT SHEAR WALLS SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS INDICATED IN DETAIL 4/S8.00-5/S8.00. N WHERE A SHEAR WALL HOLDOWN OCCURS ADJACENT TO AN OPENING, PROVIDE THE F13 V-9,x 5'-0"x 14" (7)#5 EACH WAY-EQ. SPACED AT BOT GREATER OF THE KING STUD OR HOLDOWN POST AT THE KING STUD LOCATION. O ALL MULTI-PLY STUDS AND POSTS IN UPPER WALLS SHALL ALIGN WITH A MULTI-PLY STUD F14 6'-0"x 6'-0"x 16" 8 #5 EACH WAY- EQ. SPACED AT BOT OR POST OF AT LEAST THE SAME SIZE IN LOWER WALLS ALL THE WAY TO THE Dull Olson Weekes - IBI Group O FOUNDATION OR TRANSFER BEAM. TYPICAL UNLESS NOTED OTHERWISE. Architects, Inc. P PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS UNO. REF DETAIL F15 7'-V'x 7'-0"x 16" (10)#5 EACH WAY-EQ. SPACED AT BOT 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, LINO. 1 Q REFERENCE DETAIL 4/S6.00 FOR WALL FRAMING AT CORNERS AND INTERSECTIONS, n TYPICAL UNLESS NOTED OTHERWISE. 907 SW Stark Street Portland OR 97205 31'-3" 2 15'-0" 14'-6" 27'-3" 18'-0" 10'-6" F16 6-9' x 8'-0"x 18" (11)#5 EACH WAY-EQ. SPACED AT BOT R REFERENCE DETAIL 5/S6.00 FOR NAIL LAMINATING REQUIREMENTS FOR BUILT-UP WOOD USA POSTS. tel 503 226 6950 fax 503 273 9192 67 F17 X-O"x L x 36" LONG: (4)#5 EQ SPACED-TOP AND BOT SEE PLAN FOR FOOTING S REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. www.dowa-ibigroup.com S5.05 TRANSV:#5 9"OC TOP AND BOT LENGTH www.ibigroup.com ASI-04 LONG: 8 #6 EQ SPACED-TOP AND BOT T WOOD FRAMED FLOORS SHALL HAVE A 1 1/2"CEMENTITIOUS TOPPING SLAB OVER AN (N 4' F18 6'-6"x 34'-0TRANSV:#6 10"OC TOP AND BOT "x 48" ACCOUSTIC MAT(REF ARCH)ON 1 1/8"APA RATED FLOOR SHEATHING _ _ _ _ _ _ _ _ _ _ _ _ _ ) ocrete J 1 1 1 U REFERENCE DETAIL 56/S6.03 FOR BOLTED HOLDOWN CONNECTION TO LOWER FLOORS. L - I r I - T__ - I - -I - L 1. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS NOTED OTHERWISE. REFERENCT DETAIL 57/S6.03 FOR STRAP HOLDOWN CONNECTION TO LOWER FLOORS. r Z I I I V REFERENCE DETAIL 58/S6.03 FOR FRAMING AT TYPICAL OPENING IN THE FLOOR. 56 L + - J L + J TYP 1 1 s5.o4 I g p PR 63 F2 5s �II F1 1 5s I BEARING WALL SCHEDULE COLUMN & POST SCHEDULE ��`;�rv��s�o ❑I F3 S5.04 I 1 S5.04 F2 S5.04 STUD SIZE, GRADE,AND SPACING TYPE SIZE - - - - - - - - - - - - - - - - - - 0 L .- - - - - - - MARK NOTES - _ - FL R WALL E ND FL R WALL p1 4x6 DF#2 OREGON - - - - - - - - - - - - - - - - - - - 1 - - - - - W1 2x6 DF#2 @ 16"OC 2x6 DF#2 @ 16"OC TYPICAL INTERIOR WALL 1 � 0 P3 C6 P3 A ® P3 P3 P3 P3 F6 P3 P3 P3 W2 _ _j P2 4x8 DF#2 � ga C6 1 P3 13x6 DF#2 16" OC OR 2x6 DF#2 16" OC OR TYPICAL INTERIOR DEMISING WALL w¢a 5 1 SEISMIC JOINT 1 S3. 2 (2)2x6 DF#2 @ 16" OC 1.5x5.5 1.3E LSL @ 16" OC FASTEN STUDS TOGETHER PER 5/S6.00(1) P3 6x6 DF#2 EXPII 0&3f)2�J9 Uj S6.10 1 I 64 1� I I 1 I I 1 W3 2 2x6 DF#2 16" OC 3x6 DF#2 @ 16""O O TYPICAL INTERIOR CORRIDOR WALL 1 13 1 S5.04 O @ (2)2x6 DF#2 @ 16"OC OR FASTEN STUDS TOGETHER PER 5/S6.00(1) P4 6x8 DF#1 67 B 1 1 1.5x5.5 1.3E LSL @ 16" OC 2x8 DF#2 @ 16"OC OR P5 6x10 DF#1 S5.05 I I ASI-04 5 1 I W4 2x8 DF#2 @ 16"OC 1.5x7.25 1.5E LSL @ 16"OC TYPICAL EXTERIOR WALL(1) I 1 2 1 I 1 22 I W5 1.5x9.25 1.5E LSL @ 16"OC - EXTERIOR WALL AT AUX GYM,COMMONS,AND LIBRARY P6 5.25x9.25 2.0E PSL 1 1 A* S5.01 I W6 1.5x11.25 1.5E LSL @ 8"OC - EXTERIOR WALL AT COMMONS 1 1 1 1 I C1 4"STD PIPE FROELICH N IEXTERIOR WALL AT AUX GYM ENG 1 N E E R S F2 I I I I F1 I WS (2)1.5x9.25 1.5E LSL @ 24"OC - FASTEN STUDS TOGETHER PER 5/S6.00(2) 17700 SW Upper Boones Ferry Rd. 1 1 I I I I I C Suite#115 1 I I I I W9 2x4 DF#2 @ 16"OC - TYPICAL WALL AT STAIRS Portland,Oregon 97224 C3 10"STD PIPE Office: (503)624-7005 1 1 48 I 1 1 1 1. USE LSL STUDS WHERE STUD HEIGHT EXCEEDS 15-0". Portland, OR. I Bend, OR. I Denver, CO. g C4 HSS 4x4x1/4 S5.03 2.ALIGN DOUBLE STUDS UNDERNEATH ROOF JOISTS. Froelich-en ineers.com I FE# 17-TO52 I I 1 I - - 46 1 18 I ❑ I S5.03 1 22 22 1 I CS HSS Sx5x1/4 S5.01 o A 1 1 S5.01 S5.01 I }� I C6 HSS 5x5x3/8 - � - - - ---- -- - - - - - -- - ------ 1 1 - P3 P3 - F1 e- - - - J 1 C7 HSS 6x6x1/4 }0 1 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I - - 0 3 S3.12 n C8 HSS8x8x1/4 1 i i F1 W3 F11 F11L- Q C9 HSS 4x8x1/4 S3.11 1 I I I C10 HSS 4x10x1/4 O 1 C11 HSS 8x6x1/4 0 I I N I i i I I I I 21 V O I � � S5.01 v/ -6 ' 1 i I 1 I W3 F11 F121 _ I �� CU S - � 14 _ - - F 1 55.00 1 H I Ft P4 - - - - - - - � - - - � � � 4 �► C I TYP S5.001 B U)I I 2 `V 1 S3.11 2 777 co� LO I O ASI-04 1 I �- I 3o I I 1 I I I S501 11 1 -- I I II 1 _j 1 I I 1 j 1 :V4I L - - - - 1+ - - - - - - - - - - - - - A I I -- - -- - - I 1 1 A F2 A I - - - - � I 1 I I � 18 � I 1 I I I 55.01 I I I 1 1 I I 1 1 I I I I I I z 1 1 1 1 I E � I 1 N D ` � CL °' I 1 I I I I 1 1 phase Conformed Set I I I I I i I 1 1 I I I I I date 1 April 26, 2019 L "I I revisions ASI-04 106.07.2019 �I - - - - - - - - - - - - - - - -1 J 1 I I L - - - - V ❑ o - - - - - - - - - - - - - - - - - - - J 2 U) 1 2.;CU 0 I I I I I 1 I LO CDI I C 1 project# 16055 - - - - - M� SECOND FLOOR FRAMING °06 2 PLAN - SECTOR D ¢ o �o �o oU � L UPPER FOUNDATION & 2ND FLOOR FRA-MING PLAN - SECTOR D S2m23 N N - - - - - - 1/8' = 1'-0.. CDU _ __ --- -- - - -- - - --- -- FLOOR BEAM SCHEDULE HEADER SCHEDULE - WOOD FRAMED BEARING WALL SCHEDULE FOUNDATION AND FRAMING PLAN NOTES COLUMN TYPE HEADER CONNECTION TO TRIM SILL PLATES AT A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEET AND MARK BEAM SIZE UNO HANGERS COMMENTS MARK HEADER KING STUDS TRIM STUDS STUDS WINDOW)( STUD SIZE, GRADE,AND SPACING SCHEDULES. FB1 5 112 x 12 24F-V4 GL (3)2x STUD SIMP HU OR HUG H1 4x8 DF#2 (1)2x (2)2x (4) 0.148x3" NAILS EACH SIDE (1)2x MARK NOTES B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES F132 5 1/2 x 15 24F-V4 GL (3)2x STUD SIMP HU OR HUG H2 4x10 DF#2 (2)2x (2)2x (4)0.148x3" NAILS EACH SIDE (2)2x FIRST FLOOR WALL SECOND FLOOR WALL AND DETAIL 3/S5.00 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL. FB3 5 1/2 x 18 24F-V4 GL (3)2x STUD SIMP HU OR HUG H3 6x8 DF#1 (1)2x (2)2x SIMPSON ST2115 EACH SIDE (1)2xW1 2x6 DF#2 @ 16"OC 2x6 DF#2 @ 16"OC TYPICAL INTERIOR WALL C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL 2/S5.00. I FB4 5 1/2 x 21 24F-V4 GL 6x6 DF#1 SIMP HU OR HUG H4 6x10 DF#1 (2)2x (2)2x SIMPSON ST2115 EACH SIDE (2)2x D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS. FB5 5 1/2 x 24 24F-V4 GL 6x6 DF#1 SIMP HU OR HUG H5 5 1/2 x 12 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x W2 3x6 DF#2 @ 16"OC OR 2x6 DF#2 @ 16"OC OR TYPICAL INTERIOR DEMISING WALL E ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOILS OR ENGINEERED FILL - . FB6 6 3/4 x 15 24F-V4 GL 6x6 DF#1 SIMP HU OR HUG H6 5 1/2 x 15 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x (2)2x6 DF#2 @ 16"OC 1.5x5.5 1.3E LSL @ 16"OC FASTEN STUDS TOGETHER PER 5/S6.00(1) PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT FB7 6 3/4 x 24 24F-V4 GL 6x8 DF#1 SIMP HU OR HUG H7 6 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x 3x6 DF#2 @ 16"OC OR TYPICAL INTERIOR CORRIDOR WALL GEOTECHNICAL REPORT. FB8 6 3/4 x 27 24F-V4 GL 6x8 DF#1 SIMP HU OR HUG H8 8 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x W3 (2)2x6 DF#2 @ 16"OC (2)2x6 DF#2 @ 16"OC OR FASTEN STUDS TOGETHER PER 5/S6.00(1) F UNDERSLAB VAPOR BARRIER AND PERIMETER FOUNDATION DRAINAGE SHALL BE 1.5x5.5 1.3E LSL @ 16"OC PROVIDED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE PROJECT FB9 8 3/4 x 15 24F-V4 GL 6x8 DF#1 SIMP HU OR HUG H9 HSS 12x4x1/4 REF PLANS AND DETAILS FOR SUPPORT CONNECTION 2x8 DF#2 @ 16"OC OR GEOTECHNICAL REPORT. FB10 8 3/4 x 27 24F-V4 GL H10 6 3/4 x 12 24F-V4 GL (3)2x 4x MIN (REF PLAN) REF DETAIL 14/S9.20 (2)2x W4 2x8 DF#2 @ 16"OC 1.5x7.25 1.5E LSL16"OC TYPICAL EXTERIOR WALL(1) FB11 W12x26 HSS 4x4x1/4 NOTES: @ G ALL CONCRETE SLAB ON GRADE FINISHES SHALL BE IN ACCORDANCE WITH 1. REF DETAIL 1/S6.00 FOR HEADER LAYOUT. W5 1.5x9.25 1.5E LSL @ 16"OC EXTERIOR WALL AT AUX GYM, COMMONS,AND LIBRARY ARCHITECTURAL REQUIREMENTS. FB12 W12x50 HSS 4x4x1/4 H FOR CONCRETE SLAB ON GRADE STEPS LESS THAN 3 FEET IN HEIGHT REFERENCE DETAIL W6 1.5x11.25 1.5E LSL @ 8"OC EXTERIOR WALL AT COMMONS 4/S5.00 1 REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS. W8 (2)1.5x9.25 1.5E LSL @ 24"OC EXTERIOR WALL AT AUX GYM J REFERENCE MECHANICAL/PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS BEAM SCHEDULE NOTES: FASTEN STUDS TOGETHER PER 5/S6.00(2) AND OTHER PENETRATIONS. 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM W9 2x4 DF#2 @ 16"OC - TYPICAL WALL AT STAIRS K FOR PIPE PENETRATIONS THROUGH OR BELOW FOUNDATIONS AND THROUGH ONLY. STEMWALLS REFERENCE DETAILS 9/S5.00, 10/S5.00, 11/S5.00 12/S5.00 AND 13/S5.00 2.A SUFFIX OR PREFIX OF'PT1' INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR II, STAINED+ 1. USE LSL STUDS WHERE STUD HEIGHT EXCEEDS 15'-9'. L FOR PENETRATIONS AND NOTCHING OF WOOD STUDS AND PLATES REFERENCE DETAIL r� FINISHED, REF ARCH.ALL HARDWARE(CONNECTORS, BOLTS, ETC) IN CONTACT WITH THESE 2. ALIGN DOUBLE STUDS UNDERNEATH ROOF JOISTS. 8/S5.00, 2/S6.00 AND 3/S6.00 MEMBERS SHALL USE HOT DIPPED GALVANIZED. M ANCHOR BOLTS AND PLATE WASHERS AT SHEAR WALLS ACCORDANCE WITH THE REQUIREMENTS INDICATED IN DETAILLBE PLAED IN 4/SB 00 C5/S8 00. I I B I 3.A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT. 4. HU &HUG HANGERS SHALL BE INSTALLED WITH "MAX" NAILING NOTED BY MANUFACTURER. N WHERE A SHEAR WALL HOLDOWN OCCURS ADJACENT TO AN OPENING, PROVIDE THE 5. GLULAM BEAMS NOTED AS'FRR' (FIRE RESISTANCE RATED)SHALL BE LAYED UP WITH TENSION GREATER OF THE KING STUD OR HOLDOWN POST AT THE KING STUD LOCATION. O ALL MULTI-PLY STUDS AND POSTS LAMINATION(S)REPLACING OUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE OR RESISTANCE RATING PER IBC 721.6.3.4. THE QUALITY STAMP OF'FRR' BEAMS SHALL INDICATE THAT POST SIZE LOWER WALLS ALL THE WAY TO THE FOUNDATION OR TRANSFER BEAM. TYPICAL UNLESS NOTED OTHERWISE. DUI) Olson Weekes - IBI GroupTHE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. FOOAT LEAST THE SAME SI UPPER WALLS SHALL ALIGN WITH A MULTI-PLY STUD P PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS UNO. REF DETAIL Architects, Inc. 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, UNO. Q REFERENCE DETAIL 4/S6.00 FOR WALL FRAMING AT CORNERS AND INTERSECTIONS, O TYPICAL UNLESS NOTED OTHERWISE. R 6 7 8 9 10 11 12 REFERENCE DETAIL 5/S6.00 FOR NAIL LAMINATING REQUIREMENTS FOR BUILT-UP WOOD 907 USA W Stark Street Portland OR 97205 214'-3" S REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. tel 503 226 6950 fax 503 273 9192 118._011 10'-6" 37'-9" 47'-0" 61'-3" 12'-0" 27--g" T WOOD FRAMED FLOORS SHALL HAVE A 1 1/2"CEMENTITIOUS TOPPING SLAB OVER AN www.dowa-ibigroup.com ACCOUSTIC MAT(REF ARCH)ON 1 1/8"APA RATED FLOOR SHEATHING www.ibigroup.com I I I I I S 02 I I I _ _ _ _ _ _ _ _ _ ��, ucruR { I I I I I L - I I - 2x6 DF#2 @ 24"( C 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 I I I I I I I I 1 I I I I IEI I 83.14 OC ( II I I I I I L I ss.11 1 P N _ T T L_ _J LL _ 42 o FOOTING SCHEDULE s6.02 2x10FJ@6JFI�Q F�9F s` ( I I I I I I I I I 44 I I I III 1 I I I I I I I I � ONam S4.20 @ TYPE SIZE REINFORCING NOTES DREG 14 - - - - - - - - - -- -- - - - o S6.02 I I I I I I I I 1 I I F1 1'-0"WIDE x 14" DEEP LONG: (2)#4 EQ SPACED-BOT GRF'a'Y K. p¢�` I I I I I I I I I I I I I I I I I I ( II U11 w if I I I I I I I I x CONT. 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I (E)2x10 FJ @ 18"OC Suite#115 I I II I I_ I I I I I I I I i III I I I I I I I _I I I I F9 2'-0x 2'-0"x 10" (5)#5 EACH WAY-EQ.SPACED TOP&BOT Portland, Oregon 97224 C-4 Office: (503)624-7005 I I a I I I i l l l l l l l l l l l i l i l l l l l l l l l i l l l l l l l l lPortland, OR. I Bend, OR. I Denver, CO. I F10 V-U'x 3'-0"x 3'-6" (5)#5 EACH WAY-EQ.SPACED TOP&BOT _ - _ _ I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I Froelich-engineers.com I FE#17-To52 III - - - - - - - - IIIIIIIIIIIIIIIIII III I I I III I I I I I I F11 3'-V'x T-0"x 10" (4)#5 EACH WAY-EQ. SPACED AT BOT 11 II v IIIIIIIilllllllllllllllllllllllllllllllilllll o O F12 4'-0"x 4'-0"x 12" (5)#5 EACH WAY-EQ, SPACED AT BOT � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II `° N IIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllllllll (E2X10 2x70 FJ @118"'OC I I l I I Ii I I l l l I Il l F13 5'-0"x 5'-0x 14" (7)#5 EACH WAY-EQ. 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V^N � � - rnti Of 1 1 1 1 1 1 1 III I I I I I I C.1 0 III II III I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllll70 I I II I I I III I I I III I I I I I I I I I COLUMN & POST SCHEDULE Q IIIIIIIIIIIIIIIII1111111111111111111111111111 I I IH P-31 N I 1 1 1 1 1 (E)2x10 FJ @ 18"Oc 1 I 1 I 1 I 1 I I 1 1 I I 1 1 I I I I II LL _ TYPE SIZE (� C4 I 40 II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllll > �� I I P1 4x6 DF#2 C Q O ti - � s6.02 O 111111111111111111111111111111111111IIIIilllll ~ CD CD - - J 1 -- -- - --- - - F61 11111I 11I11111I I1111I111I1111I1I1111I11I1I1I11I1I11I11I111I111 P2 4x8 DF#2 -_ _ - - - - - ----- - - ---- - - ---- (E) P3 6x6 DF#2 M M _ I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .1111111 1 n P4 6x8 DF#1 CD co CIO 2x8 DF#2 @ 16"OC I I I I I I I I I I(E)2x10 FJ @ 18"OC I I I I I I I I I I �_ LC) 0 0 m P5 6x10 DF#1 �- IIIIIIIIIIIIIIIIIIIIIIIIillllllllllllllllllll � � � .�.: .� C5H3 I I I I I I I I 1 I I I I i I I I I P6 5.25x9.25 2.0E PSL H3 Gg 1 z s P3 20 20 A I ss.o1 P TYP S6,01 P3 I I I I I I l I I I I I I C1 4"STD PIPE 1 44 45 as J S4.12 S4 12 3 (E 2x10 FJi-ij n S4.12 I I' IIIIIIIIIIIIIIIII11111 IIIIIIIIIIIIIIII ( IIII -- - - (I)Ixl@16"o I I 1 I I l l l l l l l l l l l l l s3.15 H i l l I I I C3 10"STD PIPE s a � IIIIIIillllllllllllllll IIIIIIIIIIIiII ( IIII 54.06 ( I I I I 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I C4 HSS 4x4x1/4 R - -- - - - - - - - - - V -_ C5 HSS 5x5x1/4 W5 I 6 C6 HSS 5x5x3/8 I S4.05 1 I I I C7 HSS 6x6x1/4 C8 HSS 8x8x1/4 D I 18"Till @ 24"OCII C9 HSS 4x8x1/4 O k C10 HSS 4x10x1/4 CD aD C11 HSS 8x6x1/4 CLi N phase PERMIT SET CD 0V0 1 SEISMIC JOINT I I o date FEB 08, 2019 L 001 revisions 6 59.10 2 Cn LO LO 3 I I I 0 1 I I project# 16055 I = I SECOND FLOOR FRAMING PLAN - SECTOR E o Mp H10 I - - - - - - - - - - - - - - �U 1 S9.10 UPPER FOUNDATION & 2ND FLOOR FRAMING PLAN SECTOR E_ S2m24 � L Q y Nom_ 04 STRUCTURAL KEYNOTE HEADER SCHEDULE - WOOD FRAMED ROOF BEAM SCHEDULE ROOF FRAMING PLAN NOTES 5 MECHANICAL SCREEN. REFERENCE DETAILS 19/S7LOCATIONS 2ITH M 1 AND 21/87.01 HEADER CONNECTION TO TRIM SILL PLATES(AT COLUMN TYPE A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEET AND CONTRACTOR SHALL COORDINATE FINAL LOCATIONS WITH MECO UNIT SIZE, MARK HEADER KING STUDS TRIM STUDS JOIST MANUFACTURER,ARCHITECT OF RECORD AND ENGINEER OF RECORD. STUDS WINDOW) MARK BEAM SIZE UNO HANGERS COMMENTS SCHEDULES. 6 CONTRACTOR SHALL LOCATE AND COORDINATE BEAMS/JOISTSlrRUSSES FOR H1 4x8 DF#2 (1)2x (2)2x (4)0.148x3"NAILS EACH SIDE (1)2x RB1 5 1/2 x 12 24F-V4 GL (2)2x STUD SIMP HU OR HUC B REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. ^\ MECH UNIT SHAFTS WITH JOIST SUPPLIER AND ENGINEER OF RECORD. H2 4x10 DF#2 (2)2x (2)2x (4)0.148x3"NAILS EACH SIDE (2)2x R132 51/2 x 15 24F-V4 GL (3)2x STUD SIMP HU OR HUC C ALL POSTS FOR GIRDER TRUSSES, BEAMS, HEADERS AND/OR PURLINS SHALL I 8 APPROXIMATE LOCATION OF PRE-ENGINEERED FALL PROTECTION POST(NOT H3 6x8 DF#1 (1)2x (2)2x SIMPSON ST2115 EACH SIDE (1)2x RB3 51/2 x 18 24F-V4 GL (3)2x STUD SIMP HU OR HUC CONTINUE DOWN FLOOR TO FLOOR TO PT SLAB, FOUNDATION OR LOWER BEAM/ BY FE). CONTRACTOR SHALL COORDINATE LOCATION OF THE FALL H4 6x10 DF#1 (2)2x (2)2x SIMPSON ST2115 EACH SIDE (2)2x RB4 51/2 x 21 24F-V4 GL (3)2x STUD SIMP HU OR HUC HEADER. - - PROTECTION AND PROVIDE STRUCTURE BELOW THE FALL PROTECTION POST H5 5 1/2 x 12 24F V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x R65 6 3/4 x 24 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC PER DETAIL 22/S7.01 E REFERENCE ARCHITECTURAL FOR ALL EDGE OF SLAB DIMENSIONS. H6 5 1/2 x 15 24F-V4 GL (3)Zx (3)2x SIMPSON ST2115 EACH SIDE (2)2x RB6 6 3!4 x 27 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC 9 USE SIMPSON SUR/L HANGERS FOR ROOF JOISTS CONNECTION TO HIP BEAM. H7 6 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x R67 6 3/4 x 30 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC F REFERENCE DETAIL 58/86.03 FOR REINFORCEMENT AROUND VENT PENETRATION AT ROOF. H8 8 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x RBS 8 3/4 x 18 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC G REFERENCE DETAIL 58/S6.03 FOR TYPICAL ROOF OPENINGS. H9 HSS 12x4x1/4 REF PLANS AND DETAILS FOR SUPPORT CONNECTION RB9 8 3/4 x 27 24F-V4 GL HSS 4x4x1/4 H TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT FOR H10 6 3/4 x 12 24F-V4 GL (3)2x 4x MIN(REF PLAN)T REF DETAIL 14/S9.20 (2)2x RB10 8 3/4 x 30 24F-V4 GL HSS 4x4x1/4 SPECIFIC CONDITIONS. NOTES: RB11 8 3/4 x 36 24F-V4 GL HSS 5x5x1/4 I PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DOUBLE TOP PLATE BREAKS WITH J 1. REF DETAIL 1/S6.00 FOR HEADER LAYOUT. RB12 10 3/4 x 33 24F-V4 GL HSS 5x5x,/4 (11)0.148"DIA x 3" NAILS TO EACH SIDE OF PLATE BREAK, (22)TOTAL NAILS. TYPICAL UNO RB13 10 3/4 x 45 24F-V4 GL HSS 5x5x1/4 J PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS UNO. REF DETAIL RB14 3 1/2 x 18 GL (2)2x STUD SIMP HU OR HUC 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, UNO. JOIST SCHEDULE RB15 3 1/2 x 14 GL (2)2x STUD BEAM SCHEDULE NOTES: EQUIVALENT RED-BUILT MIN SHEAR CAPACITY MIN EI CAPACITY MIN FLEXURAL CAPACITY 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM PRODUCT (LBS) (x106 LBS-IN') (FT-LBS) ONLY. r� 14" RED-145 1960 474 5570 2.A SUFFIX OR PREFIX OF'PTt' INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR 11, STAINED+ SOLAR PANEL AREAS 14" RED-165 2540 666 8030 FINISHED, REF MEMBERS SHAARCH .ALL HOT HARDWARE PPED RE(CONNECTORS, BOLTS, ETC) IN CONTACT WITH THESE ' / I I 18"RED-165 3080 1205 10380 -INDICATES SOLAR 3.A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT, PANEL AREA. REF 1 � 18"RED-190 3080 1635 14785 4. HU 8 HUC HANGERS SHALL BE INSTALLED WITH"MAX" NAILING NOTED BY MANUFACTURER. DETAILS 11 / S7.00 18" RED-190H 3160 1827 17010 5. GLULAM BEAMS NOTED AS'FRR'(FIRE RESISTANCE RATED)SHALL BE LAYED UP WITH TENSION AND 35 / S7.02 20"RED-190H (3) 3445 1 2331 18945 LAMINATION(S) REPLACING OUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE DESIGN JOIST FOR Dull Olson Weekes - IBI Group RESISTANCE RATING PER IBC 721.6.3.4.THE QUALITY STAMP OF TRR' BEAMS SHALL INDICATE THAT ADDITIONAL 5 psf DL Architects, Inc. NOTES: THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. 1. AT WOOD BEAM CONDITIONS HANGERS ARE TO BE SIMPSON ITS HANGERS UNO. REF DETAIL 11/S6.00, UNO. WHERE REQUIRED, USE SIMPSON MIU FACE MOUNT HANGERS. 2. WEB STIFFENERS ARE NOT REQUIRED LINO ON PLANS IN SPECIFIED AREAS. REFER TO JOIST MANUFACTURER FOR 907 SW Stark Street Portland OR 97205 WEB STIFFENER MATERIAL, SIZE AND ATTACHMENT RECOMMENDATIONS. USA 3. PROVIDE CAMBER (2250-FT RADIUS) FOR 20" RED-190H JOISTS tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 2 3 4 5 6 7 243'-3"-(: 8 9 10 11 CT 15'-0" 14'_6" 2T-3" 18'-0" 10'-6" 37,-9" 47'-0" 61'-3" 12'-0" pPf��FS I I I 6t v TYP 3 I OREGON 0 87.00 q�'M 14 �O\ H4 H1 H4 H1 H4 H1 H4 H1 I H4 H4 H1 H1 H4 H4 H1 H1 H4 RY R. EXPIRES-W-3D-201J I I I I I I I II I I I s7.00 FROELICH TMP 18" RED-190H 24"OC 17700 SW Upper Boones Ferry Rd. Suite#115 Portland, Oregon 97224 Office: (503)624-7005 = I I ffrroellich-e gn eers.com IR F 17-TO 2 IE# CO TY 6 I 57.00 I I I I I TYP TYP SIM U 4 31 20 20 31 L S7.00 87.01 86.01 86.01 26 20 87.01 87.01 .Cn H5 H5 ss 01 I 1111111 H6 Hs H6 H6 - - - D Q 19 D o `� -TT5 87.01 26 C4 57.01 O --- m 6 7 H H SIM 31 8 O � i 3 1/2x18 GL Q 24"OC 87.01 O 0 U ti 19 O_/ 43 6 SIM N 87.02 V J O i rn ' M RB3 87.01 18"RED-165TM @ 24"OC m � m a 'v V I Q = 5 m l I N rn j ill 11 O RTU-306 m m w - - -- - - O 8,000 lbs 5 8 m N Ca 7777 s � � 1 RB3 26 .= 89.10 87.01 - O -. x ' O O C - - - - - - - - -� - - RB6 RB6 H6 H6 H6 H6 - - �1 -10c 19 C mv 87.01 Bj RB3 250) � '_0 1 100) 4 � 0 S9"06 m 87.01 II 87.00 rr- = TYP 24 RB3 3 1/2x18 GL 24"OC I 6 _ 8 1.01 O RB15 R81 I 18' RED-190% 2 57.00 TY v I 4 I O RB1 U RB1 O 19 O I m 57.00 TYP m S7.01 18 m II i = S6.01 SIM m C m J .01 o m o o a S7�e B W o SIM I CID 9 L_- 2s I I 3 87.01 28 TMP 87.00 87.01 H2 H2 VD H4 H1 H1 H4 H4 I H4 D N <XXXXXr 14" RED-145^" (P 24"OC 3 C I w 4 87.00 87.00 TYP S7 01 ° R61 phase PERMIT SET N I 2s _ o I W S7.01date FEB 08, 2019 XX co revisions l I � rev P7 -- fOl I 18 S7.01 V --1--- 0 s6.01 = 2XX N �I X) XXw - <XXXX X> XXXXXXXXXXXX _ LO 89.10 6 24 57.00 8 s7.01 s7.00 project# 16055 I I _ I ROOF FRAMING PLAN - SECTOR A ao CV� C0 ROOF FRAMING PLAN - SECTOR1A S2m4O co. JOISTSCHEDULE HEADER SCHEDULE - WOOD FRAMED ROOF BEAM SCHEDULE STRUCTURAL KEYNOTE ROOF FRAMING PLAN NOTES COLUMN TYPE A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEET AND R EQUIVALENT RED-BUILT MIN SHEAR CAPACITY MIN EI CAPACITY MIN FLEXURAL CAPACITY MK HEADER KING STUDS TRIM STUDS HEADER CONNECTION TO TRIM SILL PLATES(AT MARK BEAM SIZE HANGERS COMMENTS 5 MECHANICAL SCREEN. REFERENCE DETAILS 19/S7.01, 20/S7.01 AND PRODUCT (LBS) (x106 LBS-IN') (FT-LBS) STUDS WINDOW) UNO 21/S7.01 CONTRACTOR SHALL COORDINATE FINAL LOCATIONS WITH SCHEDULES. H1 4x8 DF#2 1 2x RB1 51/2 x 12 24F-V4 GL (2)2x STUD SIMP HU OR HUC MECH UNIT SIZE, JOIST MANUFACTURER,ARCHITECT OF RECORD B REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. ( j (2)2x (4)0.148x3"NAILS EACH SIDE (1)2x 14"RED-145 1960 474 5570H2 4x10 DF#2 (2)2x (2)2x (4)0.148x3" NAILS EACH SIDE (2)2x RB2 5 1/2 x 15 24F-V4 GL (3)2x STUD SIMP HU OR HUC AND ENGINEER OF RECORD. C ALL POSTS FOR GIRDER TRUSSES, BEAMS, HEADERS AND!OR PURLINS SHALL 14"RED-165 2540 666 8030 H3 6x8 DF#1 (1)2x (2)2x SIMPSON ST2115 EACH SIDE (1)2x RB3 51/2 x 18 24F-V4 GL (3)2x STUD SIMP HU OR HUC 6 CONTRACTOR SHALL LOCATE AND COORDINATE CONTINUE DOWN FLOOR TO FLOOR TO PT SLAB, FOUNDATION OR LOWER BEAM! -` 18" RED-165 3080 1205 10380 RB4 5 1/2 x 21 24F-V4 GL HEADER. H4 6x10 DF#1 (2)2x (2)2x SIMPSON ST2115 EACH SIDE (2)2x (3)2x STUD SIMP HU OR HUC BEAMS/ R AND NES FOR MECH UNIT SHAFTS WITH JOIST 18" RED-190 3080 1635 14785 RB5 6 3/4 x 24 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC SUPPLIER AND ENGINEER OF RECORD. D VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS. - - H5 5 1/2 x 12 24F V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x 8 APPROXIMATE LOCATION OF PRE-ENGINEERED FALL PROTECTION E REFERENCE ARCHITECTURAL FOR ALL EDGE OF SLAB DIMENSIONS. 18" RED-190H 3160 1827 17010 Hg 51/2 x 15 24F V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x RB6 6 3/4 x 27 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC POST(NOT BY FE). CONTRACTOR SHALL COORDINATE LOCATION OF F REFERENCE DETAIL 58/S6.03 FOR REINFORCEMENT AROUND VENT PENETRATION AT 20" RED-190H (3) 3445 12331 18945 H7 6 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x RB7 6 3/4 x 30 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC THE FALL PROTECTION AND PROVIDE STRUCTURE BELOW THE FALL ROOF. H8 8 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x RB8 8 3/4 x 18 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC PROTECTION POST PER DETAIL 22/S7.01 G REFERENCE DETAIL 58/S6.03 FOR TYPICAL ROOF OPENINGS. NOTES: H9 HSS 12x4x1/4 REF PLANS AND DETAILS FOR SUPPORT CONNECTION RB9 8 3/4 x 27 24F-V4 GL HSS 4x4x1/4 H TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT FOR 1. AT WOOD BEAM CONDITIONS HANGERS ARE TO BE SIMPSON ITS HANGERS UNO. REF DETAIL 11/S6.00, UNO. H70 6 3/4 x 12 24F V4 GL (3)2x 4x MIN (REF PLAN) REF DETAIL NOT 14/S9.20 (2)2x RB10 8 3/4 x 30 24F-V4 GL HSS 4x4x1/4 SPECIFIC CONDITIONS. 2. WEB STIFFENERS ARE NOT R WHERE REQUIRED, USENRSIMPSON UNOTES: RB11 8 3/4 x 36 24F-V4 GL HSS 5x5x1/4 I PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DOUBLE TOP PLATE BREAKS WITH REQUIRED UNO FACE MOUNT HANGERS.ON PLANS IN SPECIFIED AREAS. REFER TO JOIST MANUFACTURER FOR 1. REF DETAIL 1/S6.00 FOR HEADER LAYOUT RB12 10 3/4 x 33 24F-V4 GL HSS 5x5x1/4 (11)0.148"DIA x 3" NAILS TO EACH SIDE OF PLATE BREAK, (22)TOTAL NAILS.TYPICAL UNO WEB STIFFENER MATERIAL, SIZE AND ATTACHMENT RECOMMENDATIONS. RB13 10 3/4 x 45 24F-V4 GL HSS 5x5x1/4 J PROVIDE HEADER TYPE H1 AT ALL OPENINGS,TYP AT BEARING WALLS UNO. REF DETAIL 3. PROVIDE CAMBER(2250-FT RADIUS)FOR 20" RED-190H JOISTS RB14 31/2 x 18 GL (2)2x STUD SIMP HU OR HUC 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, UNO. RB15 31/2 x 14 GL (2)2x STUD BEAM SCHEDULE NOTES: 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM ONLY. SOLAR PANEL AREAS 2.A SUFFIX OR PREFIX OF'PTT INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR II, STAINED+FINISHED, REF ARCH.ALL HARDWARE �1 MEMBERS SHALL HOT DIPPED GALVANIZED. PANEL BOLTS, ETC) IN CONTACT WITH THESE PINDICATES ANEL AREA. REF I B I 3.A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT. DETAILS 11 / S7.00 l l 4. HU&HUC HANGERS SHALL BE INSTALLED WITH"MAX"NAILING NOTED BY MANUFACTURER. AND 35 / S7.02 5. GLULAM BEAMS NOTED AS'FRR' (FIRE RESISTANCE RATED)SHALL BE LAYED UP WITH TENSION DESIGN JOIST FOR LAMINATION(S) REPLACING OUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE ADDITIONAL 5 psf DL Dull Olson Weekes - IBI Group RESISTANCE RATING PER IBC 721.6.3.4.THE QUALITY STAMP OF'FRR' BEAMS SHALL INDICATE THAT p THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 2 3 4 5 6 7 8 9 10 11 www d g oupicomp com 243'-3" www.ibi 15'-0" 14'-6" 27'-3" 18'-0" 10'-6" 37'-9" 47'-0" 61'-3" 12'-0" I I I I I I I I I I CT _ �atR4 PRp�q< I � = o m = g OREGON pqa 3 I S7.00 I '' 14 �60� F�OIiY R.fi 97.00 N a: EXf�IRES: 0&0&.30-20110-2p[ x 11 ±�LH 31 O co N S7.01 1J _ c = - - - - - - - - - - E 27 Tf FROELICH O w ST 1 z 1 ENGINEERS 29 n 17700 SW Upper BoonesaFerry Rd. 11 S7.01 Suite#115 Portlad,Oregon U IIRB1 Officen 503 4-70054 = U 56.0 0- Portland, OR. I Bend, OR. 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H1 4x8 DF#2 (1)2x (2)2x (4)0.148x3"NAILS EACH SIDE (1)2x RB1 5 1/2 x 12 24F-V4 GL (2)2x STUD SIMP HGU B REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. \l H2 4x10 DF#2 (2)2x (2)2x (4)0.1480" NAILS EACH SIDE (2)2x RB2 5 1/2 x 15 24F-V4 GL (3)2x STUD SIMP HGU C ALL POSTS FOR GIRDER TRUSSES, BEAMS, HEADERS AND/OR PURLINS SHALL H3 6x8 DF#1 (1)2x (2)2x SIMPSON ST2115 EACH SIDE (1)2x R63 5 1/2 x 18 24F-V4 GL CONTINUE DOWN FLOOR TO FLOOR TO PT SLAB, FOUNDATION OR LOWER BEAM/ - - (3)2x STUD SIMP HGU HEADER. H4 6x10 DF#1 (2)2x (2)2x SIMPSON ST2115 EACH SIDE (2)2x RB4 5 1/2 x 21 24F-V4 GL (3)2x STUD SIMP HGU D VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS. H5 5 1/2 x 12 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x RB5 6 3/4 x 24 24F-V4 GL 6x6 DF#1 SIMP HGU E REFERENCE ARCHITECTURAL FOR ALL EDGE OF SLAB DIMENSIONS. H6 5 1/2 x 15 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x RB6 6 3/4 x 27 24F-V4 GL 6x6 DF#1 SIMP HGU F REFERENCE DETAIL 58/S6.03 FOR REINFORCEMENT AROUND VENT PENETRATION AT H7 6 3/4 x 9 24F V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x RB7 6 3/4 x 30 24F-V4 GL 6x6 DF#1 SIMP HGU ROOF. H8 8 3/4 x 9 24F V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x RB8 8 3/4 x 18 24F-V4 GL 6x8 DF#1 SIMP HGU G REFERENCE DETAIL 58/S6.03 FOR TYPICAL ROOF OPENINGS. H9 HSS 12x4xl/4 REF PLANS AND DETAILS FOR SUPPORT CONNECTION RB9 8 3/4 x 27 24F-V4 GL HSS 4X4x1/4 H TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT FOR H10 6 3/4 x 12 24F-V4 GI (3)2x 4x MIN (REF PLAN) REF DETAIL 14/S9.20 (2)2x RB10 8 3/4 x 30 24F-V4 GL HSS 4x4x1/4 SPECIFIC CONDITIONS. I NOTES: R611 83/4x36 24F-V4 GL HSS 5x5x1/4 I PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS LINO. REF DETAIL J 1. REF DETAIL 1/S6.00 FOR HEADER LAYOUT. RB12 10 3/4 x 33 24F-V4 GL HSS 5x5x1/4 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, UNO. RB13 10 3/4 x 45 24F-V4 GL HSS 5x5x1/4 RB14 3 1/2 x 18 GL (2)2x STUD SIMP LGU JOIST SCHEDULE RB15 3 1/2 x 14 GL (2)2x SND SIMP LGU EQUIVALENT RED-BUILT MIN SHEAR CAPACITY MIN EI CAPACITY MIN FLEXURAL CAPACITY BEAM SCHEDULE NOTES: PRODUCT (LBS) (x106 LBS-INS) (FT-LBS) 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM ONLY. �1 14"RED-145 1960 474 5570 2.A SUFFIX OR PREFIX OF'PT1' INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR 11, STAINED+ 14"RED-165 2540 666 8030 FINISHED, REF ARCH.ALL HARDWARE(CONNECTORS, BOLTS, ETC) IN CONTACT WITH THESE I B I 18"RED-165 3080 1205 10380 MEMBERS SHALL USE HOT DIPPED GALVANIZED. 1 1 18"RED-190 3080 1635 14785 3.A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT. 18"RED-190H 3160 1827 17010 4. HU &HUC HANGERS SHALL BE INSTALLED WITH"MAX"NAILING NOTED BY MANUFACTURER. 20" RED-190H(3) 1 3445 2331 18945 5. GLULAM BEAMS NOTED AS TRR'(FIRE RESISTANCE RATED)SHALL BE LAYED UP WITH TENSION Dull Olson Weekes - IBI Group LAMINATION(S) REPLACING OUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE NOTES: RESISTANCE RATING PER IBC 721.6.3.4.THE QUALITY STAMP OF'FRR' BEAMS SHALL INDICATE THAT Architects, Inc. 1. AT WOOD BEAM CONDITIONS HANGERS ARE TO BE SIMPSON ITS HANGERS UNO. REF DETAIL 11/S6.00, UNO. THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. WHERE REQUIRED, USE SIMPSON MIU FACE MOUNT HANGERS. 2. WEB STIFFENERS ARE NOT REQUIRED LINO ON PLANS IN SPECIFIED AREAS. REFER TO JOIST MANUFACTURER FOR 907 SW Stark Street Portland OR 97205 WEB STIFFENER MATERIAL, SIZE AND ATTACHMENT RECOMMENDATIONS. USA 3. PROVIDE CAMBER(2250-FT RADIUS) FOR 20" RED-190H JOISTS tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com ��tiUCTUPR q,� IN 61 OREGON ra O .14 Z° F�ORY R N� EXPIRES:D6.36-2019 2 3 4 5 6 7 8 9 10 11 - I I I I I I I I I I FROELICH 3 S9.10 I I I I Suite#115 ENGINE SW Upper Boones Ferry Rd. 17700 Portland, Oregon 97224 SEISMIC JOINT I I I I I Office: (503)624-7005 Portland, OR. I Bend, OR. 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STUDS WINDOW) B REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. 1 H1 4x8 DF#2 (1)2x (2)2x (4) 0.148x3" NAILS EACH SIDE (1)2x C ALL POSTS FOR GIRDER TRUSSES, BEAMS, HEADERS AND/OR PURLINS SHALL H2 4x10 DF#2 (2)2x (2)2x (4)0.1484" NAILS EACH SIDE (2)2x CONTINUE DOWN FLOOR TO FLOOR TO PT SLAB, FOUNDATION OR LOWER BEAM/ H3 6x8 DF#1 (1)2x (2)2x SIMPSON ST2115 EACH SIDE (1)2x HEADER. - - H4 6x10 DF#1 (2)2x (2)2x SIMPSON ST2115 EACH SIDE (2)2x D VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS. H5 51/2 x 12 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x E REFERENCE ARCHITECTURAL FOR ALL EDGE OF SLAB DIMENSIONS. H6 51/2 x 15 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2) 2x F REFERENCE DETAIL 58/S6.03 FOR REINFORCEMENT AROUND VENT PENETRATION AT H7 6 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2) 2x ROOF. H8 8 3/4 x 9 24F-V4 GL (3)2x (3)2x I SIMPSON ST2115 EACH SIDE (2)2x G REFERENCE DETAIL 58/S6.03 FOR TYPICAL ROOF OPENINGS. H9 HSS 12x4x1/4REF PLANS AND DETAILS FOR SUPPORT CONNECTION H TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT FOR SPECIFIC CONDITIONS. H10 6 3/4 x 12 24F-V4 GL (3)2x 4x MIN (REF PLAN) REF DETAIL 14/S9.20 (2)2x NOTES: I PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DOUBLE TOP PLATE BREAKS WITH J 1. REF DETAIL 1/S6.00 FOR HEADER LAYOUT. (11) 0.148" DIA x 3" NAILS TO EACH SIDE OF PLATE BREAK, (22)TOTAL NAILS. TYPICAL LINO J PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS LINO. REF DETAIL VS6.00 FOR TYPICAL HEADER CONSTRUCTION, LINO. STRUCTURAL KEYNOTE toIBI t t 8 APPROXIMATE LOCATION OF PRE-ENGINEERED FALL PROTECTION POST(NOT BY FE). CONTRACTOR SHALL COORDINATE LOCATION OF THE FALL PROTECTION AND PROVIDE STRUCTURE BELOW THE FALL PROTECTION POST PER DETAIL 22/S7.01 Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com jhUCTUI 0 PR FFR INFF9ss�O 61 l OREGON 0 0 C9F OR Y R• F5PIRES:OB-30-2019 FROELICH ENGINEERSI 17700 SW Upper Boones Ferry Rd. Suite#115 Portland, Oregon 97224 Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. froelichengineers.com I FE# 17-TO52 U U) O N O U C- 0 Cn CC �--, CU INDICATES SHEAR WALL FROM Q O t` UPPER ROOF TO LOWERE ROOF AND HOLDOWN TO O C) 3 4 5 6 7 $ BEAM BELOW 155,_0.. 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C ALL POSTS FOR GIRDER TRUSSES, BEAMS, HEADERS AND IOR PURLINS SHALL (000 - - 6 CONTRACTOR SHALL LOCATE AND COORDINATE CONTINUE DOWN FLOOR TO FLOOR TO PT SLAB, FOUNDATION OR LOWER BEAM/ BEAMS/JOISTSIrRUSSES FOR MECH UNIT SHAFTS WITH JOIST HEADER. SUPPLIER AND ENGINEER OF RECORD. D VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS. 8 APPROXIMATE LOCATION OF PRE-ENGINEERED FALL PROTECTION E REFERENCE ARCHITECTURAL FOR ALL EDGE OF SLAB DIMENSIONS. POST(NOT BY FE). CONTRACTOR SHALL COORDINATE LOCATION F REFERENCE DETAIL 58/S6.03 FOR REINFORCEMENT AROUND VENT PENETRATION AT OF THE FALL PROTECTION AND PROVIDE STRUCTURE BELOW THE ROOF. FALL PROTECTION POST PER DETAIL 22/S7.01 G REFERENCE DETAIL 58/S6.03 FOR TYPICAL ROOF OPENINGS. 16 PROVIDE SIMPSON CS16 ABOVE AND BELOW WINDOWS, H TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT FOR REFERENCE DETAIL 69/S6.04. SPECIFIC CONDITIONS. I PROVIDE HEADER TYPE H1 ATALL OPENINGS, TYP AT BEARING WALLS LINO. REF DETAIL 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, LINO. �1 IBI I ROOF BEAM SCHEDULE MARK BEAM SIZE COLUMN PE HANGERS COMMENTS Dull Olson Weekes - IBI Group ( r� RB1 5 1/2 x 1224E-V4 GL (2)2x STUD SIMP HGU Architects, Inc. RB2 5 1/2 x 15 24FV4 GL (3)2x STUD SIMP HGU 1 2 3 4 5 6 7 RB3 5 1/2 x 18 24F-V4 GL (3)2x STUD SIMP HGU RB4 5 1/2 x 21 24F-V4 GL (3)2x STUD SIMP HGU 907 SW Stark Street Portland OR 97205 RB5 6 314 x 24 24F-V4 GL 6x6 DF#1 SIMP HGU USA ASI-04 RB6 6 314 x 27 24F-V4 GL 6x6 DF#1 SIMP HGU tel .d 226 6950 fax 503 273 9192 RB7 6 314 x 30 24F-V4 GL 6x6 DF#1 SIMP HGU www.dowa-ibigroup.com .com www.ibigroup.com I I I I I RB8 8 3/4 x 18 24F-V4 GL 6x8 DF#1 SIMP HGU RB9 8 3/4 x 27 24F-V4 GL HSS 4x4x1/4 /��\\ RB10 8 3/4 x 30 24F-V4 GL HSS 4x4x1/4 RB12 10 314 x 33 24F-V4 GL HSS 5x5x1/4 RED�I 45 @ 24"OC I RB13 10 3/4 x 45 24F-V4 GL HSS 5x5x1/4 (RUCTUR,q� RB14 3 1/2 x 18 GL (2)2x STUD SIMP LGU tQ'wPp FF 63 62 62 61 R815 3 112 x 14 GL (2)2x STUD SIMP LGU F9`r'fs�jj S6.03 S6.03 S6.03 32 S6.03 BEAM SCHEDULE NOTES: 81 87.02 I I 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM ONLY. 2.A SUFFIX OR PREFIX OF'PT1' INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR 11, STAINED + OREGON _ o o FINISHED, REF ARCH.ALL HARDWARE (CONNECTORS, BOLTS, ETC) IN CONTACT WITH THESE 9�Cy 1,4 H4 32 RB2 ® ® RB Z - RB 2 MEMBERS SHALL USE HOT DIPPED GALVANIZED. FGORYA•1'�00 3.A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT. m S7.02 I 5 6 6 4. HU &HUC HANGERS SHALL BE INSTALLED WITH "MAX" NAILING NOTED BY MANUFACTURER. @XPiRE3. DB-30-201-1 5. GLULAM BEAMS NOTED AS'FRR' (FIRE RESISTANCE RATED)SHALL BE LAYED UP WITH TENSION C LAMINATION(S) REPLACING OUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE 6 R-L-304 B RESISTANCE RATING PER IBC 721.6.3.4. THE QUALITY STAMP OF'FRR' BEAMS SHALL INDICATE THAT 16 6 I 6 I 6 6 000 lb THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. _ 5 x S7.00 4 ( r w ma s7.00 I FROELICH 18"RED-190H @ 16"OC RB1 3 1/2x18 GL 2a"oC HEADER SCHEDULE - WOOD FRAMED 17700 SW Upper ENGINEERS1 Rd. MARK HEADER KING STUDS TRIM STUDS HEADER CONNECTION TO TRIM SILL PLATES(AT Suite#115 7 I RBI SUDS WINDOW) Portland, Oregon 97224 R614 RB1 H1 4x8 DF#2 (1)2x (2)2x (4)0.148x3" NAILS EACH SIDE (1)2x Office: (503)624-7005 S9.10 I R U-303 0 PO and, OR. I Bend, OR. I Denver, CO. 38 100 Ib $ O O O O finelich-engineers.com I FE# 17-TO52 R81 RB14 RB1 v U 4x10 #2 2 2x 2 2x 4 0.148x3" NAILS EACH SIDE 2 2x 57.02 H3 6x8 DF#1 (1)2x (2)2x SIMPSON ST2115 EACH SIDE (1)2x H4 6x10 DF#1 2 2x (2)2x o m m m H5 5 112 x 12 24F-V4 GL ( ) (2)2x SIMPSON ST2115 EACH SIDE 19 (3)2x SIMPSON ST2115 EACH SIDE (2)2x TMP I 37 O H6 5 1/2 x 15 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x }� SIM S7 01 6 RB1 6 0 _j 0 H7 6 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x _U S7.02 N r j _N H8 8 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x L ILH3 0 5 w w H9 HSS 12x4x1/4 REF PLANS AND DETAILS FOR SUPPORT CONNECTION �0 5 H10 6 3/4 x 12 24F-V4 GL (3)2x 4x MIN (REF PLAN) REF DETAIL 141S9.20 (2)2x 45 NOTES: 44 1 45 1 26 RB3 t1 I7 S7.03 1. REF DETAIL 1/S6.00 FOR HEADER LAYOUT. Q S7.0 S7.03 S7.01 S6.00 56.01 SIM I I SIM 0 0 I I IN JOIST SCHEDULE 0 04 18" RED-165TM @ 24"OC U II EQUIVALENT RED-BUILT MIN SHEAR CAPACITY MIN EI CAPACITY MIN FLEXURAL CAPACITY 0 I A PRODUCT (LBS) (x106 LBS-IN') (FT-LBS) V, 14" RED-145 1960 474 5570 0 0 S1 I 48 14" RED-165 2540 666 8030 26 11 18" RED-165 3080 1205 10380 S7.01 56.03 18" RED 190 3080 1635 14785 S6.00cz 18"RED-190H 3160 1827 17010 RB4 Y RB4 20" RED-190H (3) 3445 2331 18945 (� ~ 17 19 NOTES: •= `� > O S6.01 36.01 1. AT WOOD BEAM CONDITIONS HANGERS ARE TO BE SIMPSON ITS HANGERS UNO. REF DETAIL 11/S6.00, LINO. ' ' O O WHERE REQUIRED, USE SIMPSON MIU FACE MOUNT HANGERS. y 2. WEB STIFFENERS ARE NOT REQUIRED LINO ON PLANS IN SPECIFIED AREAS. REFER TO JOIST MANUFACTURER FOR O I WEB STIFFENER MATERIAL, SIZE AND ATTACHMENT RECOMMENDATIONS. C0 m O W_ 3. PROVIDE CAMBER(2250-FT RADIUS) FOR 20"RED-190H JOISTS co (n O ( I V N pCo LO LO 18"RED-I65TM @ 24"OC f��1 Ucli O Q 8 O N 46 34 S7.03 I SIM S7.02 H O I H3 H10 H101, w -�3 S7.00 - I 7 1 7 S9.10 S9.10 � E 0 U N ALS W L phase Conformed Set a 0 I I I I I I o date April 26, 2019 L L °OI I revisions ASI-04 106.07.2019 I v L ❑ ❑ I I I I LO C) co project# 160-55 � _ � _ � 1 _ _ _ _I _ _ � _ _ � ROOF FRAMING PLAN - M SECTOR D o C'40 CV� IQ o0 � Cn ROOF FRAMING PLAN - SECTS2m43 OR D CD a) 1 C�" Cn 1/8" = 1'-0•' C�oU -- HEADER SCHEDULE - WOOD FRAMED ROOF FRAMING PLAN NOTES HEADER CONNECTION TO TRIM SILL PLATES(AT A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS REF COVER SHEET AND MARK HEADER KING STUDS TRIM STUDS STUDS WINDOW) SCHEDULES. H1 4x8 DF#2 (1)2x (2)2x (4)0.148x3"NAILS EACH SIDE (1)2x B REFERENCE DETAIL 7/S6.00 FOR TYPICAL DOUBLE TOP PL SPLICE CONNECTION. - H24x10 DF#2 (2)2x (2)2x (4)0.148x3" NAILS EACH SIDE (2)2x C ALL POSTS FOR GIRDER TRUSSES, BEAMS, HEADERS AND/OR PURLINS SHALL \I H3 6x8 DF#1 (1)2x (2)2x SIMPSON ST2115 EACH SIDE (1)2x CONTINUE DOWN FLOOR TO FLOOR TO PT SLAB, FOUNDATION OR LOWER BEAM/ HEADER. H4 6x10 DF#1 (2)2x (2)2x SIMPSON ST2115 EACH SIDE (2)2x D VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS. H5 5 1/2 x 12 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x E REFERENCE ARCHITECTURAL FOR ALL EDGE OF SLAB DIMENSIONS. H6 5 1/2 x 15 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x F REFERENCE DETAIL 58/S6.03 FOR REINFORCEMENT AROUND VENT PENETRATION AT H7 6 3/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x ROOF. H8 83/4 x 9 24F-V4 GL (3)2x (3)2x SIMPSON ST2115 EACH SIDE (2)2x G REFERENCE DETAIL 58/S6.03 FOR TYPICAL ROOF OPENINGS. H9 HSS 12x4xl/4 REF PLANS AND DETAILS FOR SUPPORT CONNECTION H TRUSS MANUFACTURER TO REVIEW ALL DETAILS AND PLANS TO ACCOUNT FOR H10 6 314 x 12 24F-V4 GL (3)2x 4x MIN (REF PLAN) REF DETAIL 14/S9.20 (2)2x SPECIFIC CONDITIONS. NOTES: I PROVIDE SIMPSON LSTA36 STRAP CENTERED AT ALL DOUBLE TOP PLATE BREAKS WITH J 1. REF DETAIL 1/S6.00 FOR HEADER LAYOUT. (11)0.148" DIA x 3" NAILS TO EACH SIDE OF PLATE BREAK, (22)TOTAL NAILS. TYPICAL UNO J J PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS UNO. REF DETAIL 1/S6.00 FOR TYPICAL HEADER CONSTRUCTION, UNO. ILJI ROOF BEAM SCHEDULE I I MARK BEAM SIZE COLUMN TYPE UNO HANGERS COMMENTS RBI 51/2 x 12 24F-V4 GL (2)2x STUD SIMP HU OR HUC Dull Olson Weekes - IBI Group RB2 5 1/2 x 15 24F-V4 GL (3)2x STUD SIMP HU OR HUC Architects, Inc. RB3 5 1/2 x 18 24F-V4 GL (3)2x STUD SIMP HU OR HUC RB4 5 1/2 x 21 24F-V4 GL (3)2x STUD SIMP HU OR HUC RB5 6 3/4 x 24 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC 907 SW Stark Street Portland OR 97205 5 6 7 8 9 10 11 12 RBS 6 314 x 27 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC USA 214'-3" RB7 6 3/4 x 30 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC tel 503 226 6950 fax 503 273 9192 R68 8 3/4 x 18 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC www.dowa-ibigroup.com 18'-0" 10'-6" 3T-9" 47'-0" 611-311 12'-0" 27'-9" www.ibigroup.com RB9 8 3/4 x 27 24F-V4 GL HSS 4x4xl/4 RB10 8 314 x 30 24F-V4 GL HSS 4x4xl/4 I RB11 8 3/4 x 36 24F-V4 GL HSS 5x5x1/4 L — — — — — — — — — I RB12 103/4 x 33 24F-V4 GL HSS 5x5x1/4 L RB13 10 3/4 x 45 24F-V4 GL HSS Sx5x114 RB14 3 1Y2 x 18 GL (2)2x STUD SIMP HU OR HUC �.�RUCTUq'Qt RB15 31 x 14 GL (2)2x STUD D BEAM SCHEDULE NOTES: 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM 6t ONLY. 2.A SUFFIX OR PREFIX OF'PT1' INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR 11, STAINED+ FINISHED, REF ARCH. ALL HARDWARE(CONNECTORS, BOLTS, ETC) IN CONTACT WITH THESE OREGON z Li1 MEMBERS SHALL USE HOT DIPPED GALVANIZED. {�+q�' '14 _n 3. A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT. ORY R. 4. HU &HUC HANGERS SHALL BE INSTALLED WITH"MAX" NAILING NOTED BY MANUFACTURER. 2x6(E) 16"OC 5. GLULAM BEAMS NOTED AS TRR'(FIRE RESISTANCE RATED) SHALL BE LAYED UP WITH TENSION EXPIRES:06-30-2019 I I I I I I I- -T LAMINATION(S) REPLACING OUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE I RESISTANCE RATING PER IBC 721.6.3.4.THE QUALITY STAMP OF'FRR' BEAMS SHALL INDICATE THAT 2x6(E)0116"OC ❑ THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. R i I 2 (1E) ' "01 c FROELICH ENGINEER 5 5 1 17700 SW Upper Boones Ferry Rd. Suite#115 Portland, Oregon 97224 2x6(E) @ 16".9C Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. froelich-engineers.com I FE#17-T052 O O U U U 2x6 (E)@ 16"OC I }� O O O o io o z W z l z z � Z N I X O O IIIIII I �_ 7 �_ �_ 1 �_ ♦--� N �/� W W N N N 2x6 (E) @ 16"QC �_ O cD cD cD C/� W W W .o N F F 1!i N ari O m O J O U1 O m O F W W W W E II C w w w O 2 Ow vl w w @ I II o C' N N 1 2I (E)@IIs°oc I I c rn 11 IIII „ , 1 CIO2x6 (E) @ 16 OC _� SIM 44 CU S 03I x6 1 I 1 1 •— Qoti mmo 0') d d TY f+ cYD c�D 1 I 42 2x8 UK 24"OC 14 I ❑ 1 1 C/) 57.02 19 19 S7.00 T P 18 R611 S6.01 RB11 S6.01 R611 18 ` . `. 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REF DETAIL 1/S6.00 FOR HEADER LAYOUT. IL a)H4 FLAT H4 FLAT 4 FLAT HH4 FLAT O F-: O a O a 0 j F H4 f LAT H4 LAT J a. D FLAT FLOOR BEAM SCHEDULE = LL a rn COLUMN TYPE _jLL o v MARK BEAM SIZE UNO HANGERS COMMENTS r� O FB1 5 1/2 x 12 24F-V4 GL (3)2x STUD SIMP HU OR HUC I B I LL J v O FB2 5 1/2 x 15 24F-V4 GL qg (3)2x STUD SIMP HU OR HUC S5.03 FB3 5 1/2 x 18 24F-V4 GL (3)2x STUD SIMP HU OR HUC ZL ` y TMP r%,z11w2 J F64 5 1!2 x 21 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC IN LL ' fLFFF�_F�__Ti 41 _ F65 5 1/2 x 24 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC FB11 H4 FLAT H4 FLAT H4 FLAT H4 FLAT U 15 53 FB6 6 3/4 x 15 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC Dull Olson Weekes - IBI Group S55 TYP S6.03 TYP FB7 6 3/4 x 24 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC Architects, Inc. 7Yp 53 FB8 6 314 x 27 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC 11111 FB9 8 3/4 x 15 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC SIM S6.03 FB10 8 314 x 27 24F-V4 GL 907 SW Stark Street Portland OR 97205 FB11 W12x26 HSS 4x4x1/4 USA I I I FB12 W12x50 HSS 4x4x1/4 tel 503 226 6950 .com fax 503 273 9192 ww \ \ www.ibigroup.com BEAM SCHEDULE NOTES: 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM ONLY. 2. A SUFFIX OR PREFIX OF'PTV INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR 11, STAINED + t)CT�/ FINISHED, REF ARCH. ALL HARDWARE (CONNECTORS, BOLTS, ETC) IN CONTACT WITH THESE ��,,��p p EAST EXTERIOR ELEVATION - SECTOR C 6 WEST EXTERIOR ELEVATION - SECTOR C MEMBERS SHALL USE HOT DIPPED GALVANIZED. �F PRF' - 3. A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT. 1/8" = 1'-O" 1/8' = 1'-01, 4. HU & HUC HANGERS SHALL BE INSTALLED WITH "MAX" NAILING NOTED BY MANUFACTURER. S1 5. GLULAM BEAMS NOTED AS'FRR' (FIRE RESISTANCE RATED)SHALL BE LAYED UP WITH TENSION ¢ LAMINATION(S) REPLACING OUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE RESISTANCE RATING PER IBC 721.6.3.4.THE QUALITY STAMP OF'FRR' BEAMS SHALL INDICATE THAT OREGON THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. 9 14 �y �ORYA.N EXPIRMS:06.30-E019 ROOF BEAM SCHEDULE - MARK BEAM SIZE COLUMN TYPE PE HANGERS COMMENTS (UNR61 5 1/2 x 12 24F-V4 GL (2)2x STUD SIMP HU OR HUC RB2 5 1/2 x 15 24F-V4 GL (3)2x STUD SIMP HU OR HUC RB3 5 1/2 x 18 2411 GL (3)2x STUD SIMP HU OR HUC R134 5 1/2 x 21 24F-V4 GL (3)2x STUD SIMP HU OR HUC _ FROELICH RB5 6 3J4 x 24 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC \ RB6 6 3/4 x 27 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC 17700 SW Upper BoonesrFerry Rd. 7 9 H RB7 6 3/4 x 30 2411 GL 6x6 DF#1 SIMP HU OR HUC Suite#115 RBS 8 3/4 x 18 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC Portland, Oregon 97224 15 RB9 8 3/4 x 27 24F-V4 GL HSS 4x4x1/4 Office: (503)624-7005 SIM Portland, OR. I Bend, OR. I Denver, CO. TYP S7.00 TYP RB10 8 3/4 x 30 24F-V4 GL HSS 4x4x1/4 froelich-engineers.com I FE# 17-TO52 RB11 8 3/4 x 36 24F-V4 GL HSS 5x5x1/4 _ 10 3/4 x 33 24F-V4 GL HSS 5x5x1/4 r55 RB12 S6.03 _ - 51 36 R613 10 3/4x45 24F-V4 GL HSS 5x5x1/4 }� TYP RB14 312 x 18 GL (2)2x STUD SIMP HU OR HUC I p S6.03 I S6.02 RB15 3 12 x 14 GIL 17 H H7 H H HP H7 (2)2x STUD TYP RB8 BEAM SCHEDULE NOTES: }� ONLANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM . ai2. A SUFFIX OR PREFIX OF'PT1' INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR 11, STAINED + Q FINISHED, REF ARCH.ALL HARDWARE (CONNECTORS, BOLTS, ETC)IN CONTACT WITH THESE aAtH4I aai n ,� MEMBERS SHALL USE HOT DIPPED GALVANIZED. O _ p O 3. A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT. O - - = ~ F- 4. HU & HUC HANGERS SHALL BE INSTALLED WITH 'MAX' NAILING NOTED BY MANUFACTURER. LL s T r T J J 5. GLULAM BEAMS NOTED AS'FRR' (FIRE RESISTANCE RATED)SHALL BE LAYED UP WITH TENSION 1-• _ > > LAMINATIONS) REPLACING OUTER CORE LAMINATIONS)AS REQUIRED TO MEET 1 HOUR FIRE a a a a a a a a " " RESISTANCE RATING PER IBC 721.6.3.4.THE QUALITY STAMP OF'FRR' BEAMS SHALL INDICATE THAT 0 /�� CV - _ - r FB10 THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. Q /V� I` i- -_ H10 I. _I 1_ _ L __ _ _ Iq 1q In 55 TYP - a a a COLUMN & POST SCHEDULE }� c - S6.03 SIM TYPE SIZE - -- - -I T - P1 46 DF#2 ■ Q O I` 28 P2 4x8 DF#2 O TYP 15 28 O O S5.01 55.00TYP P3 6x6 DF#2 `` 0-) T � S5.01 ^ C C P4 6x8 DF#1 }+ L �j M M P5 6x10 DF#1 C" LO `O `O I- P6 5.25x9.25 2.0E PSL SOUTH EXTERIOR ELEVATION - SECTOR E)-(: EAST EXTERIOR ELEVATION - SECTOR B 2 1/8" = 1'-0" C1 4"STD PIPE C2 6" STD PIPE C3 10" STD PIPE C4 HSS 4x4x1/4 C5 HSS 5x5x1/4 C6 HSS 5x5x3/8 p C7 HSS 6x6x1/4 C D C8 HSS 8x8x1/4 E J, 15 TYP 55 55 C9 HSS 4x8x1/4 D U / S7.00 S6.03 TYP S6.03 TYP M C10 HSS 4x10x1/4 L I 36 C11 HSS 8x6x1/4 51 TMP <D H7 H7 7 ♦17 7 H7 H7 H H7 H7 36.03 S6.02 CL - TYP RBS v o - phase PERMIT SET 0 r 0 0 0= o a a a o date FEB 08, 2019 a a u.L a a °° ~i revisions _ J J� LL � J ill TYP TY P P TIl'P TYP TY TYP LLr J J _I D > >z c`6 " U a a ! a a a a a (.0 a a U F610 LL v a .2 FLA H2 FLA H2 LAT 2 FLAT, a ' F 2 FLA , a v U ) H10 I 55 54 6S6.03 TYP a a a -LO 48 1.0 55.03 O \ \ O - - project# 16055 � 55 M - J EXTERIOR ELEVATIONS SI 28 S5.01 TYP Q o S6.03 TYP 28 S5.01 TYP 0I C')Q I i EAST EXTERIOR ELEVATION - SECTOR A/B EAST EXTERIOR ELEVATION - SECTOR__0 AS3 . 10 N1/8' = 1'-0.. 4 i IBI Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 81 OREGON EXPIRES:08.30.2011 - - - - FROELICH E N G 1 N E E R S 1 17700 SW Upper Boones Ferry Rd. CONTRACTOR Suite#115 6 OPTION TO SPLICE 6 Portland, Oregon 97224 Office: (503)624-7005 S3.20 S3.20 Portland, OR. I Bend, OR. I Denver, CO. C10x25 C10x25 C10x25 froelichengineers.com I FE# 17-TO52 i 2'-6- 2'-6" 2'-6" 2'-6" 2'-6" }e n U EA END MIN MIN n L •�� (E)OPENING; INFILL W/ (E)CONCRETE (E)OPENING INFILL WOOD, (E) OPENING TO REF DETAIL 3 / S3.2200 Cyrn/� WOOD, REF DETAIL LINTEL AND REMAIN 3 / S3.20 COLUMN Q / O C' N \ \ \ ^ 0 V♦ cc -� CU CU 5 Q Or- CD, 14- ` O O S311 -02 D IE Demo - D206 Hall/207 Band - E >+ 1/4" = 1'-0" ) (0 LO LO a A 1 2 3 I I I � ' E I_ 0 U ;n 6 2'- " 8 N S320 S3.20 c C10x25 c - CL (N)OPENING phase PERMIT SET o @) - -- O (E)OPENING TO REMAIN E date FEB 08, 2019 O 6 — REF OPENING 3NFILL W/WOOD, 53 8 .20 revisions SIM S3.20 I I < 2 \ (E) OPENING TO REMAIN 65 I 3 CU U') - CD co project# 16055 INTERIOR DEMO ELEVATIONS ao oo U')� �U EXISTING COMMONS/ NEW ORCHESTRA, BAND S311 HALLWAY ■ N - - 1/4" = 1'-0" 1 NU I J 1 EXISTING OPENING, EXISTING OPENING, IN-FILL W/WOOD, REF IN-FILL W/WOOD, REF DETAIL 3 ! S3.20 DETAIL 3 / S3.20 r� IBI Dull Olson Weekes - IBI Group m , . Architects, Inc. 907 SW Stark Street Portland OR 97205 LOCKER ROOM DSA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com 1/4" = 1'-0" www.ibigroup.com 6 7 8 9 CTU I � �p PRS. Sf tj g � WOOD IN-FILL TYPICAL AT SMALLER OPENINGS I OREGON �4 I I I -EXPIRES-OMO-2019 EXISTING OPENING TO REMAIN FROELICH 00, EN GI N EER SI 17700 SW Upper Boones Ferry Rd. Suite#115 Portland, Oregon 97224 EXISTING OPENING, Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. IN-FILL W/WOOD, REF froelich-engineers.com I FE# 17-TO52 DETAIL 3 ! S3.20 C10x25 EXISTING OPENING, IN-FILL W/WOOD, REF \./ DETAIL 3 / S3.20 —f -- (E)CMU WALL }�//��a 6 V/ S3.20 NEW OPENING IN EXISTING CONCRETE, REF ARCH O O � N O V ti }/ L CU `\ 1 .a Ca EXISTING OPENING. IN-FILL EXISTING OPENING. IN-FILL Q O W/CONCRETE, REF DETAIL W/CONCRETE, REF DETAIL CD 2 / S3.20 2 / S3.20 O O LOCKER ROOMS }' 3: M co 2 _ CU u) 1/411 = 1'-0" Rf O e i c i (0LO � 9 8 6 iLf A NEW MECH OPENING IN (E) 4S3 CONCRETE WALL NEW MECH OPENING IN 6 C10x25 (E)CONCRETE WALL 53.20 C10x25P 2 _6„ — I 6 (N) CEILING C10x25 C10x25 S3.20 SIM I EA END D v I 2'-6” vi (E)OPENING INFILL W/ EA END WOOD, REF DETAIL EA. END 3 / S3.20 (E)OPENING INFILL PARTIALLY, REF c� CONCRETE DETAIL REF ( OPENING T)O REMAIN (E)OPENING INFILL W/WOOD, (D 2 / S3.20 REF DETAIL I I I phase PERMIT SET 0 a \ 53.20 C10x25 \ o I date FEB 08, 2019 00 I S3.20 I 0 U NEW OPENING IN L EXISTING CONCRETE CAI I WALL, REF ARCH (E)OPENING INFILL W/CONCRETE, REF DETAIL 2 / S3.20 H L LO C project# 116055 INTERIOR DEMO E ELEVATIONS Qo MD O� N LOCKER ROOM S3m12 o � - 1/4 - 1 -0 CV Cf�D! (000�m wm J r= / foolIBI I Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com PR GIN 81 � I OREGON G9F'QRY R ` EXPIRES: 06.30-20(71 FROELICH ENGINEER 5 6 17700 SW Upper Boones Ferry Rd. Suite#115 Portland, Oregon 97224 Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. froelich-engineers.com I FE# 17-TO52 U C 0 O � -� 64 s04 C U U) > •� Q O ti L ~ rn � � A ch � � � A (N)OPENING IN (E)CONCRETE C10x25 WALL 6 B(E)OPENING INFILL W/ S3.20 u (E)OPENING TO REMAIN CONCRETE, REF DETAIL 2 / S3.20 XX 2'-6" EA. 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END 61 EA END (E) OPENING OREGON PARTIALLY INFILL W/ CONCRETE (WILL BE � 1.4 EXTERIOR WALL), I F�tYft REF DETAIL 3 / 53.20 EXPIRES: 0 i O-Wjj —L L \ DEMO (E) STAIRS (E)OPENING INFILL W/ CONCRETE, REF DETAIL (E)OPENING TO REMAIN (E)OPENING TO REMAIN FROELICH (E)OPENING INFILL W/ \ 2 / S3.20 EN G I N E E R S CONCRETE, REF DETAIL \ 17700 SW Upper Boones Ferry Rd. 2 / S3.20 \ Suite#115 \\ Office: 503)624-7005d, Oregon 4 Portland, OR. I Bend, OR. I Denver, CO. froelich-engineers.com FE# 17-TO52 (E)OPENING X X /V I TO REMAIN L --- M DIEDemo - E103G Gym- 2 _ o 1/4" = 1'-0" 0 N t CJS }� L � VV CoH A Q +�+ co co 3 Co � LO H L A � B I U P- N N C C U ' phase PERMIT SET O O L o date FEB 08, 2019 OPENING INFILL W/ K apl (E)WOOD, REF DETAIL revisions (E)OPENING INFILL W/WOOD, 3 / S3.20 REF DETAIL 3 / S3.20 (6 V L VJ O 1Y^J YJ co project # 16055 INTERIOR DEMO AiLL ELEVATIONS Qo on LOA MAIN GYM E10: 1 S3 . 14 oN N� NU -- 1� IBI Dull Olson Weekes - IBI Group Architects, Inc. 12 11 10 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.lbigroup.com i 0 y.�RUCTUq,� � 0 PR��ss I I a OREGON �FybrtyA,��` (E)OPENING TO REMAIN OMES:06-30-20111 (E)OPENING IN-FILL W/ WOOD, REF DETAIL 3 / s3.20 FROELICH ENGIN EER 5 A DEMO(E) STAIRS 17700 SW Upper Boones Ferry Rd. Suite#115 (E)OPENING TO REMAIN (E)OPENING TO REMAIN (N)STAIRS, REF Portland, Oregon 97224 DETAIL 4 / S4.05 Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. froelich-engineers.com I FE# 17-TO52 I I � U e= -4 -0 Cn M Li O C. N C V s C/) - D 1E Demo - E103 Gym - S. 2 1/4" - 1 -0 Co � > Q O ti C �o �o C L o ci ci � Lo � 9 9 S3.20 S3.20 TYP � A I NEW 2x6 TO BE ALIGNED W/EACH EXISTING STUDS (16"OC MAX SPACING) B 7 TO BE ATTACHED TO DBL TOP AND BOTTOM V S3.20 PLATES W/(1)SIMPSON A35 D U NEW WALL FRAMING W/2x8 DF#2 STUDS EXISTING 2x WOOD STUDS SPACED AT 16"OC -(2x6 AT 16"OC VIF) TO BE ATTACHED AT TOP AND BOTTOM W/(1) SIMPSON A35 c N U FLOOR LEVEL �� phase PERMIT SET o - - - --- - 5 os3.zo HSS10x4x1/4 - - date FEB 08, 2019 I revisions q (E)OPENING INFILL W/CONCRETE, REF DETAIL 2 ! 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TO BE ' I I OO ATTACHED TO(E) (E) SLAB-ON-GRADE 6"MIN CONCRETE WALL E/3/4" NEW OPENING CONCRETE DIA(5" EMBED)W/ CONCRETE SAW CUT ' I 6" EXISTING SIMPSON "SET-XP" EPDXY C 3"CLR Dull Olson Weekes - IBI Group 3"CLR 3/4" DIA THREADED ROD- EPDXY INTO Architects, Inc. 2'-0"x 2'-0" NEW FTG 6"MIN (E) FOOTING W/SIMPSON "SET-XP" W/(3)#4 BARS EA EAY AS SHOWN 907 SW Stark Street Portland OR 97205 �9 NEW WOOD STUDS TO DBL TOP PL �5 STEEL TUBE TO STEEL COLUMN AT NEW OPENING NEW HSS TO EXISTING FOOTING USA S3.20 1" = 1'-0" S3.201 = 1'-0" S3.20 1" = 1'-0" tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 5 D PA F��< '<��pINFF9s�+�O (E)CONCRETE WALLOREGON 61 CONCRETE INFILL OF (E) OPENING, 9 5/8" DIA THREADED ROD(5" MATCH (E)WALL THICKNESSF 14 STEEL CHANNEL, REF EMBED) INTO(E) CONCRETE WALL (V ELEVATION VIEW - p_0" 1'-0" W/SIMPSON "SET-XP" EPDXY #5 BARS AT 12"OC =EXPIRES:06.30 2aJ9 3"CL VERT AND HORIZ OO Oo o - TYP O O O O #5 x 30" LONG -8" INTO (E) 9" 9" 2" CONC WALL AT 12"OC AS SHOWN (CENTER IN WALL) „rz" FROELICH EN G I N E E R 91 17700 SW Upper Scones Ferry Rd. REF PLAN Suite#115 Portland, Oregon 97224 Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. froelich-engineers.com I FE# 17-TO52 NEW OPENING IN EXISTING WALL a -0—+ /� STEEL CHANNEL CONNECTION TO EXISTING CONCRETE WALL CONCRETE INFILL WALL OPENING 0 s3.2o 1" = 1'-0" s3.20 1" = J'-O" _ _ 0 5 N PT 2x8 AT TOP AND BOTTOM OF OPENING W/5/8" U 0 DIA THREADED RODS AT 24"OC ((2)THREADED RODS MIN PER PIECE)-EMBED 6" INTO EXISTING 6"TYPCONCRETE WALL W/SIMPSON "SET-XP" EPDXY ' + O Cn cc CU NEW 2x STUDS -MATCH SIZE (2) SIMPSON MST126 CENTERED Tw O �■! 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F1 S5.01 1 314 x 14 2.0E LVL x: � e ngmeers.com I FE#17-T052 - - - - - - - STRINGERS AT 16"OC _ 1r _ -0_ _11_-IF _r - - IIIIII 1II1II IIIIII I11III IIIIII 1Ip1I IIIIII IIAII -F1FIIII I1I -rI - - -I -aIIrI -iIl 1-f -IfW• 19 r--1�r-1r--Ir-,-III -II I�IIWITH 4 .OE If 11 II 11 II II II II 11 11 ' STAIR 4 2ND FLOOR FRAMING PLAN SECTOR B � STAIR 4 - SECTOR BILSISTEDES -0 I it; -4-011-0L VII II II II II II n II 1/4" 1/4" = 1' I� 11 11 11 11 11 ZPIt II 11 I It II II II IF3 }/ II II II II II II II II II II II II II II II II II II H II II II I I I III II 21 II II 55.01 II II 11 I 7 U) 77 II II 11 II II II II I S5.01 II It it 11 0 II 3 II 54.02 II II II II o u II II III II II II II II It II 111 > II II II II II II II F1 I 114 I 14 II 11 i I II II I 21 II 0 II II II II II it S5.01 I III II II II II II II F1 111 III 11 11 11 1 I I S4.10 O It 11 It 11 1 11 INII II II II II II II II II 11 I I I III II II II 11 II II 11 111 I11 II li 11 II I 1 I P6 O U II II II II II II II II L J III II II It II II ill II II II 1 I i - C'4 0 V r` r - - - - - P3 G H 10 11 .� 0 55.01 TYP _� O •5� Q O I` T.O.CONCRETE-MAIN GYM(307.32')O ` .�� C:) O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 32,_-4.-� - - - - ♦` � dM STAIR 3 - FOUNDATION PLAN - SECTOR B � m m - - - - - - - - - - - - - - - - - - - - - - - - - - LEVEL MECHANICAL MEZANINEL299.0')0 - - - 24 0, I I I I 7 6 19 4 22 I 24 S4.10 S4.11 S4.11 r: r LEVEL 2a(STAGE)_(291 - _ - _ - - _ _ _ _ _ _ _ - - _ _ _ LEVEL 2a�STA�L290.0') - - - - - - - - - - - - - - - - - - t5. - LD E 15'-0" L -J(47 U S4012 TMP TYP S4.12 25 AT STEEL - - - - 13 - - - - - - - - - - - - 4 - - - - 54.11 COLUMN - - - - - - - - - - 31 LEVEL 2286.0' 54.10 - LEVEL 2 L86.0' C 54.10 S4.11 - - 15 C 15 5 . 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HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM ONLY. 2. A SUFFIX OR PREFIX OF'PTV INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR II, STAINED + FINISHED, REF ARCH. ALL HARDWARE (CONNECTORS, BOLTS, ETC) IN CONTACT WITH THESE ' I I MEMBERS SHALL USE HOT DIPPED GALVANIZED. 3.A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT.X" 4. HU & HUC HANGERS SHALL BE INSTALLED WITH "MANAILING NOTED BY MANUFACTURER. 5. GLULAM BEAMS NOTED AS'FRR (FIRE RESISTANCE RATED)SHALL BE LAYED UP WITH TENSION LAMINATION(S) REPLACING OUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE RESISTANCE RATING PER IBC 721.6.3.4. THE QUALITY STAMP OF 'FRR' BEAMS SHALL INDICATE THAT Dull Olson Weekes - IBI Group 3"CONCRETE 18 9 8 THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. 9 Architects, Inc. 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REPLACE EXISTING STAIR 10 - 2ND_F_ LO. OR FRAMING PLAN - SECTOR --(E STAIR 9 - 2ND FLOOR FRAMING PLAN - SECTOR E 907 SW Stark Street Portland OR 97205 USA 1/4" = 1'-0" 1/411 = 1'-01 tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 13/4 x 14 2.0E LVL � 8F,y�$0 STRINGERS AT 16" OC WITH 1 3/4 x 7 1/4 2.0E CC LVL SISTERED ES 4A 9OREGON S4.05 1 3/4 x 14 2.0E LVL STRINGERS AT 16"OC n y� lr it u iF1 - - - WITH 13/4 x 7 1/4 2-OE 11 r LVL SISTERED ES F1 II tl II II I II 1 1 14 I�RIR€+:0834-2419 � � I 1 II II tl II II � I I II 1 it i 54.10 4 II II II II 11 tl tl tl q II II II II II 1 I m II II II II p,II 1 Il 1 II II I I I I I I I 11 54.05 N tl tl u 01A I II II tl II I II 1 I X II II II II II 11 N tl 0 II II II II 11 I II II 21 II II tl II II II III II III II II II II II II II 11 I57 tl II II 1 I1 54.05 tl II II II II II tl II II II II II II II 11 I 1 II it S5.01 11 1 tl 1 Il 11 1 F3 tl II II II J II II N II II II II II II 11 54.13 II II II I II 1 Il 11 1 tl Y II II II 1� I�II-II II II 11 4 I II II TYPII II 1 II 1 11 11 II 11 II II II 11 II II II II �I II II 11 11 J 1_IL I�u 1 LJL 1 p q 1 II II tl II II II II II II II II lir lr l� h -I JI I 11 11 II 11 Il 11 Il 1 11 4 FROELICH -I 11 11 II II tl 11 11 11 IH 1-11- L ENGIN 6 - w91 F 17700 SW Upper Boones Ferry Rd. - - - - Suite#115 - I Portland, Oregon 97224 J Office: (503)624-7005 Portland, OR. I Bend, OR. 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SIT N TWIST STRAP AT 4x HTS16 L4x4x3/8x0'-9"W/ 1/2" DIA HSS BEAM WITH 2x NAILER TOP A rtl BLOCK TO STUD THREADED ROD TO DTT2Z AND BOTTOM WITH SIMPSON TB - FINISHES, REF ARCH SCREWS AT 12"OC, REF PLAN WIRE MESH PANEL AND 1/4 N ATTACHMENT BY OTHERS, L5x3x3/8 REF ARCH CONCRETE TREAD 32 GUARD RAIL DETAIL AT FLOOR - JOISTS PARALLEL 2x STUD WALL, - REF PLAN � FV.{ FLOOR JOIST, PL1/2"x3"x REQ'D REF PLAN S BALUSTRADE AT (3)SIDES 1/4 4'-0"OC, REF ARCH SIMPSON DTT2Z TO J 1/4 FLOOR JOIST STEEL PAN AND RISER, REF 3 / S4.10 GLULAMREF PLAN STAIR STRINGER, p FINISHES, REF ARCH REF PLAN L (3)SIDES 1/4, 28 GUARD RAIL DETAIL AT FLOOR BEAMS4. 24 _STAIR LANDING TO EXTERIOR WALL 20 STAIR GUARD RAIL DETAIL 11 1" = 1'-0" - sa.11 1" = 1'-0" c N NOTE: REFER TO ARCH FOR: 3"CONC TOPPING AT PL1/2"x3"x REQ'D v 1. STAIR DIMENSIONS SIM, REF ARCH BALUSTRADE, REF ARCH phase PERMIT SET 2PL1/2'x3" BALUSTRADE AT 4'-0" 2. NOSING REQUIREMENTS L6"x3 1/2"x3/8"x0'-6"W/(2) SECTION A-A OC, REF 8 / S4.10 FOR 3. STAIR FINISHES PL5/8"x5x1'-0"W/(2)5/8" DIA 1/4" DIA x 4 1/2"SIMPSON GUARD RAIL REQUIREMENTS 4. RISER&TREAD DIMENSIONS A307 BOLTS SDS SCREWS(3" SPACING) ANGLE TO --- 0 E 1 1/8" PLYWOOD PANEL EDGE NAILING, BALUSTRADE date FEB 08 2019 NOTE: STAIR TREADS CONCRETE SLAB ON HANGERS SHALL BE: 1 1/2" 9" 1 1/2" CONT DOUBLE TOP PL, REF PLAN 1/4 �I GRADE, REF PLAN WELDED PL, REF ARCH HU68 AT CENTER STRINGERS (BEAM AS OCCURS, revisions 400 REF AT OUTER STRINGERS REF PLAN) FLOOOPPING, REF LAN 1 1/2" w STAIR STRINGER, c�0 REF PLAN (3) SIDES 1/4U FLOOR SHEATHING PL1/4"x5"x0'-6" EACH SIDE OF NOTE: C75 PLAN COLUMN W/VERT SLOTTED REF DETAIL 20 / S4.11 FA d Al LANDING JOIST, HOLES AND 5/8" DIA A307 BOLT I 3/16 TYP CFOR ONNECTION AT STRINGER CU REF PLAN H SISTER MEMBER EACH SIDE OF HSS COL, REF PLAN PL3/8"x6"x6" STAIR STRINGER W/(2) ROWS Ln RETAINING WALL, REF 2x NAILER W/ FLOOR JOIST, PLAN IN SIZE AND REINF OF 0.148" DIA x 3" NAILS AT 12" SIMPSON TB 2x STUD WALL, REF PLAN EMBED PL1/2"x6"x0'-3"W/ OC TO STRINGER, REF PLAN 11/16" SCREWS AT 12"OC REF PLAN WIRE MESH PANEL AND project# 16055 C EMBED (2) 1/2" DIA HEADED STUDS ATTACHMENT BY OTHERS, FURRINGWALLAND ° SIMPSONHANGER, REFARCH STAIR FRAMING DETAILS E FINISHES, REF ARCH REF NOTE FINISHES, REF ARCH Q0 4x10 SUPPORT RIM W/0.148" DIA x 3" GLULAM BEAM, 00 SIMPSON LUS TOE NAILS AT 6"OC TO TOP PL REF PLAN Q HANGER, TYP 2x PONY WALL W/GYP �Q 33 GUARD RAIL AT CONCRETE RETAINING WALL SHEATHING, REF PLAN 29 5411-29 25 HSS STAIR COLUMN TOP ATTACHMENT 21 GUARD RAIL ATTACHMENT TO FLOOR BEAM 6ij 54.11 1" = 1'-0" 54.11 1" = 1'-0" 54.11 1" = 1'-0" 54.11 1" = 1'-0" S4ml 1 O N CV� U SIMPSON HTS16 TWIST STRAP 4x BLOCK TO STUD RIM JOIST NOTCHED AT SIMPSON HGA10KT \I ANGLE AND TOE NAILED TO CLIP 4x BLOCK TO TOP PL W/0.148" DIA x 3" STRINGER NAILS AT 6"OC JOIST, REF PLAN - - HANDRAIL, REF ARCH 2xl2x2'-0" BLOCK AT SIMPSON DTT2Z PL1/2"x3" BALUSTRADE AT 4'-0" CONC SLAB-ON- (2)#4 DOWELS x 16" LONG EACH BALUSTRADE HOLDOWN TO 4x BLOCK 3"CONCRETE TOPPING, OC, REF 8 / S4.10 FOR GRADE REF PLAN (AS SHOWN) AT EACH BALUSTRADE REF PLAN GUARD RAIL REQUIREMENTS #3 NOSE SECTION A-A FLOORS REFPILNAN WELDED PL, REF ARCH J BAR TYPICAL DECKING, REF PLAN _ #4 BARS @ 12"OC PL1/2"x3" BALUSTRADE AT 4'-0" WELDED PL, REF PLAN / PL1/2"x3"x0' GUARD RAIL REQUIREMENTS-6" = EACH WAY(TYP) OC, REF 8 / S4.10 FOR 3" CONCRETE TOPPING, / REF PLAN { (3)SIDES FILL, REF PLAN 1/4 HSS4x2x3/16 FLOOR SHEATHING, r� REF PLAN I I CONCRETE TOPPING, REF PLAN V N FLOOR SHEATHING, A v A 3/16 REF PLAN N 4x BLOCKING SLAB-ON- Q ALIGNED WITH Dull Olson Weekes - IBI Group r GRADE 1 n SIMPSON DTT2Z COPE ANGLE TO 6" Architects, Inc. I REF PLAN L6x4x3/8x0'-9"W/(2) 1/2" DIA BOLTS T71/4 TT2Z HOLDOWN L4x4x3/8x0'-7"W/(2)3/4" DIA LANDING JOIST, REF FLOOR BEAM, BOLTS W/PL1/4"x3"x0'-3" • PLAN REF PLAN WASHERS AT BEAM 907 SW Stark Street Portland OR 97205 USA DECKING 14x BLOCKING, (3) SIDES SIMPSON DTT2Z FINISHES, REF ARCH tel 503 226 6950 fax 503 273 9192 REF PLANHOLDOWN TO 4x BLOCK www.dowa-ibigroup.com AT EACH BALUSTRADE www.ibigroup.com PL3/8"x8"x0'-6"W/(4) 1/4" DIA - - -- x 3" SDS SCREWS SIMPSON HTS16 TWIST STRAP 4x BLOCK 12" MIN 2x STUD WALL, REF PLAN 46 HANDRAIL CONNECTION AT WOOD FRAMING 42 CONCRETE STAIR 9 38 GUARD RAIL AT STAIR LANDING 34 GUARD RAIL DETAIL AT COMMONS WALK WAY CTU 54.12 1 - 1 -0 S4.12 1 = 1 -0 54.12 1 - 1 -0 Sa.12 1 - 1 -0 9pl{ F PLYWOOD SHEATHING W/ 61 NOTE SLAB-ON-GRADE, 0.131" DIA x 2 112" NAILS AT REF PLAN 6"OC EDGE NAILING TYP REF ARCH FOR STEP DIMENSIONS TYP 1!4 HANDRAIL, REF ARCH OREGON • 2x4 SOLE PL W/0.148" DIA x t4 C�~ 3" NAIL TO EA JOIST TYP �ft. EDGE NAIL TO CONT Url .lilJ'�)H-Gy� 2x BLKG TYP BUTCHER BLOCK, REF ARCH 2x4 STUDS AT PI-1/2"x3" BALUSTRADE AT 4'-0" 16"OCTYP 2x6 RIM W/0.148" DIAx SECTION A-A OC, REF 8 / S4.10 FOR I 3"TOE NAILS AT 6"OC GUARD RAIL REQUIREMENTS 3/16HANDRAIL, REF ARCH TO DBL TOP PL TYP PL1/2"x3"x0'-6" 1/2"AIR GAP OR CONCRETE SLAB ON BUILDING PAPER CONT DBL TOP PL TYP GRADE, REF PLAN WELDED PL, REF ARCH 2x8 LEDGER W/(3) 2x6 JOISTS AT 16" OC W/ F R O E L I C H 0.148" DIA x3" NAILS SIMPSON LUS HANGER TO E N U i e E o R s a EMBED PL1/2"x8"xO'-8" AT EACH STUD TYP LEDGER AND (2)0.148" DIA x 3" (3)SIDES Suite SW Upper Boones Ferry Rd. W/(4) 1/2" DIA x 2 1/2" TOE NAILS TO TOP PL TYP PL1/2"x3"SON ID (2) R DIA 1/4 Suite nd, _ HEADED STUDS x 3" SIMPSON SDS SCREWS Portland, Oregon 97224 Office: (503)624-7005 RETAINING WALL, FLOOR SHEATHING, Portland, OR. Bend, OR. I Denver, CO. CONCRETE DECKING, REF PLAN PT 2x SILL PL W/3/8" REF PLAN A U- EMBED Froelich-engineers.com FE# 17-TO52 REF PLAN x 4"SIMPSON TITEN 3"HD AT 16"OC44 FLOOR JOIST, RETAINING WALL, REFPL3/8"x6"x2" �I REF PLAN PLAN IN SIZE AND REINF EMBED PL1/2"x6"x0'-3"W/ (2) 1/2" DIA HEADED STUDS6x BLOCKING W/ n HGA10KT CLIPS EACH (n END END TO JOISTS 0 47 HANDRAIL CONNECTION AT WOOD FRAMING 43 BUTCHER BLOCK STEPS 39 HANDRAIL CONNECTION AT WOOD FRAMING 35 GUARD RAIL AT CONCRETE RETAINING WALL 0 S4.12 1" = 1'-0" 54.12 1" = 1'-0" S4.12 1" = 1'-0" S4.12 1" = 1'-0" O N U HANDRAIL, REF ARCH O NOTE: V�/) PL1/2"x3" BALUSTRADE AT 4'-0° i HANGERS SHALL BE: V HU68 AT CENTER STRINGERS N - REF PLL OC, REF 8 / S4.10 FOR (PROVIDE SLOPED SEAT) AA++ PL1/2"x3" BALUSTRADE AT 4'-0" GUARD RAIL REQUIREMENTS 1 1/2" 3" 1 1/2" FLOOR SHREF PO ILAN OC, REF 8 / 54.10 FOR HUC48 AT OUTER STRINGERS C13 (PROVIDE SLOPED SEAT) GUARD RAIL REQUIREMENTS iv 3" CONCRETE TOPPING, 1-- WELDED PL, REF ARCH _ AN CONC TOPPING, ®' ®' _ WELDED PL, REF ARCH REF PLAN FLOOR SHEATHING, REF PLAN `Q 3"CONCRETE TREADS, Q O r-- FLOOR FLOOR SHEATHING, REF ARCH REF PLAN SECTION A-A / PL1/2"x3"x0'-6"W/(2) 3/8" DIA x3" HILTI KWIK DECKING, REF PLAN N BOLT 3 COUNTERSUNK 1 1/8" PLYWOOD L4x4x3/8x0'-6"W/ 1/2" DIA STAIR TREADS (/) THREADED ROD TO DTT2Z fV / DECKING, REF PLAN i co LL0 LOC) 4x TO MATCH JOIST DEPTH IAl R BEAM, 3x NAILER W/5/8" DIA ALIGNED WITH DTT2Z I FLOOEF PLAN THREADED WELDED HOEDOWNS, REF PLAN i STUDS AT 24" OC SIMPSON DTT2Z TO 4x (3)SIDES FLOOR JOIST, TYP 114 (3) SIDES o 1/4 PL3/8"x71/2"x4" SIMPSON HANGER, , REF NOTE INSET HEADER, I J2 REF PLAN WF BEAM, REF PLAN 1 STAIR STRINGER, DOORWAY(WALL 12"SQUARE REF PLAN -; 1/4 BEYOND), REF PLAN FINISHES, REF ARCH W/(2)#4 EA WAY R FINISHES, REF ARCH 48 GUARD RAIL AT STEEL BEAM 44 STAIR 9 GUARD RAIL AT HEADER 40 TYPICAL HANDRAIL CONNECTION AT EXPOSED CONCRETE K36\N STAIR STRINGER TO FLOOR BEAM sa.12 1" = 1'-0" S4.12sa.12S4.12 1" = 1'-0" EMBED PL1/2"x7x0'-4" D E E W/(2) 1/2" DIA HEADED U 1/4 4" STUDS AT EACH PLYWOOD SHEATHING W/ BALUSTRADE N 0.131" DIA x 2 1/2" NAILS AT c 6"OC EDGE NAILING TYP NOTE REF ARCH FOR STEP c DIMENSIONS TYP PL1/2"x3" BALUSTRADE AT 4'-0" CL 2x4 SOLE PL W/0.148" DIA x PL1 REF 8 / USTS4.1FOR SECTION A-A 3" NAIL TO EA JOIST TYP GUARD RAIL REQUIREMENTS phase PERMIT SET EDGE NAIL TO CONT DOUBLE TOP PL NOTCHED AT PL1/2"x0'-3" BALUSTRADE 2x BLKG TYP BUTCHER BLOCK, REF ARCH ANGLE W/SIMPSON MST37 AT 4'-0"OC CONCRETE SLAB ON 3"CONCRETE TOPPING, CENTERED ON NOTCH WELDED PL, REF ARCH WIRE MESH PANEL AND GRADE, REF PLAN REF PLAN 2x6 RIM W/0.148" DIA x ATTACHMENT BY OTHERS, FLOOR SHEATHING, O FLOOR FRAIMING, FLOOR SHEATHING, CHAMFER, REF ARCH date FEB 08, 2019 REF DETAIL ON 3"TOE NAILS AT TO DBL TOP PL T6" C REF PLAN REF PLAN reVISI0f1S coI PLANS REF ARCH �I U- = A A - (2)#4 CONT TOP 2x4 STUDS AT CONT DBL TOP PL TYP iv SLAB-ON-GRADE, of w 16"OC of L4x4x3/8x0'-6"W/1/2" DIA REF PLAN w #4 HORIZ AT 12"OC 2x8 LEDGER W/(3) 2x6 JOISTS AT 16"OC W/ THREADED ROD TO DTT2Z d m 0.148" DIA x3" NAILS SIMPSON LUS HANGER TO - #4 DOWEL AT 12"OC b iv u LANDING JOIST, AT EACH STUD TYP LEDGER AND (2)0.148"DIA x 3" REF PLAN UI 1/2"AIR GAP OR TOE NAILS TO TOP PL TYP SLAB-ON-GRADE, - 4x TO MATCH JOIST DEPTH X REF PLAN -- --.-- BUILDING PAPER QRETAINING WALL, REF (6 _ PLAN IN SIZE AND REINF ALIGNED WITH DTT2Z � RETAINING PT 2x SILL PL W/3/8' (3) CONT#5 AND HOEDOWNS, REF PLAN co x 4"SIMPSON TITEN #4 TRANSV AT 12" 6" LO WALL, REF PLAN 6" LO . L I HD AT 16"OC SIMPSON DTT2Z TO 4x 1/4 OC AT BOT - EMBED PT 4x12 W/(2) 3/4" DIA LO FLOOR JOIST, TYP --` (3) SIDES � STUDS 6 BLOCKING W/ ETWEEN \ o HOT DIPPED ODS Z project# 16055 SIMPSO HGA10KT EACH END THREADED RODS AT 16" OC W/SIMPSON STAIR FRAMING DETAILS SET-3G EPDXY v 2x STUD WALL , FINISHES, REF ARCH Q O REF PLAN oO 3"_ LVD - CLRI �U �` S4m12 o � 49 BUTCHER BLOCK STEPS 45 STAIR 9 GUARD RAIL AT HEADER 41 RAILING DETAIL AT COMMONS RAMP 37 STAIR LANDING AT RETAINING WALL �= Sa.12 1" = 1'-0" 54.12 1" = 1'-0" 54.12 1" = 1'-0" 54.12 1" = 1'-0" NO -- NOTE: NOTE: 1" CONT DBL TOP PL REFER TO ARCH FOR: HANGERS SHALL BE: 1. STAIR DIMENSIONS HU68 AT CENTER STRINGERS 2. NOSING REQUIREMENTS (PROVIDE SLOPED SEAT) 3. STAIR FINISHES HUC48 AT OUTER STRINGERS 1 4. RISER&TREAD DIMENSIONS (PROVIDE SLOPED SEAT) - - 1 SIMPSON A35 CLIPS CONCRETE SLAB ON GRADE, 2" REF PLAN 3/16 BENT PL x 4 1/2"AND PT 4x12 LEDGER WITH (2)3/4" DIA HOT 3/16 AS SHOWN W/(4) 1/4x2 DIPPED GALV. THREADED RODS AT EACH 1/2"SDS SCREWS TO DBL STRINGER (16"OC MAX)WITH SIMPSON STUDS EACH SIDE SET-3G EPDXY AND 7" EMBEDMENT 4 (2)2x6 KING STUDS EACH SIDE o SISTER TOGETHER W/(2) ROWS OF 1 118" PLYWOOD STAIR TREADS 3" 0.148x3" NAILS @ 12"OC STAGGERED 1 y2 0 3116 - 3" CONC TOPPING, REF ARCH 0.148x3" NALS @ 9" OC (V 1k�" 6x6 COLUMN, REF PLAN 1�1 SECTION A-AJA CONCRETE RETAINING WALL, I I REF PLAN f SIMPSON HANGER, 3116" PL-3 1/2"TALL x - WALL SHEATHING, REF WIDTH OF BEAM PLAN REF NOTE Dull Olson Weekes - IBI Group 1/8 STAIR STRINGER, Architects, Inc. REF PLAN 3/1 /1/4"WEB STIFFENER 2" 2„ BOTH SIDES 907 SW Stark Street Portland OR 97205 USA sxs WOOD 50 STAIR STRINGER CONNECTION AT RETAINING WALL tel 503 226 6950 fax 503 273 9192 COLUMN, REF PLAN S4.13 1" = 1'-0" www.dowa- 4ibigroup.com I HOIST BEAM, REF PLAN k� 1/4"STEEL SIDE PL EACH www.ibigroup.com 311 SIDE OF COLUMN W/(2) 5/8" DIA BOLTS 1 A NOTE: NOTE: 3/16 UPPER HANGERS SHALL BE: REFER TO ARCH FOR: • HU68 AT CENTER STRINGERS 1. STAIR DIMENSIONS • HUG48 AT OUTER 2. NOSINGTU LOWER HANGERS SHALLRBEERS REQUIR3. STAIR FINISHES EMENTS S��D PR 54 HOIST BEAM CONNECTION • HU68 AT CENTER STRINGERS 4. RISER &TREAD DIMENSIONS(PR PED SEAT) 54.13 HUC0481AT OUDE OTER STRINGERS (PROVIDE SLOPED SEAT) OREGON SOLE PLATE, W/SIMPSON SDS 1/4x6" SCREW @ 18" OC STAGGERED LINO (REF SHEAR WALL SCHEDULE FOR ft SOLE PLATE SIZE&ATTACHMENT) 3" CONC TOPPING AS OCCURS, REF ARCH EXPIRES: )3 EDGE NAIL SHEATHING TO LSL FLOOR EDGE NAILING TO FLOOR SHEATHING, REF PLAN DBL TOP PLATE 1 1/8" PLYWOOD SHEAR WALL EDGE NAILING FLOOR TOPPING, REF PLAN STAIR TREADS STAIR STRINGER, LOWER HANGER AT REF PLAN EACH STRINGER PER NOTE CONT TOP PLATE W/114 x 6"SDSF R O E L I C H SCREWS @ 12"OC STAGGERED UPPER HANGER AT EACH ENG 1—NE E R 5 b ELEVATOR RAIL AND STRINGER PER NOTE 17700 Suite#S 5 Upper Boones Ferry Rd. CONNECTION BY Portland, Oregon 97224 ELEVATOR MANUF \ BEAM, REF PLAN Office: (503)624-7005 PL 3/4x12"x1'-0"W/(8) ` 5 1/4"x14" LSL ALIGNED W/ Portland, OR. I Bend, OR. I Denver, CO. 1/4x3" SDS SCREWS TO RAIL CONN froelich-engineers.com I FE# 17-TO52 POST/DBL TOP PLATE POST PER PLAN SIMPSON LTT20 W!(2) 1/2" DIA BOLTS CENTERED AT RAIL CONN W/5/8" DIA x ALIGNED W/CONN W/ 4" LAG SCREW TO POST }0 SIMPSON A35 CLIPS (1) EACH SIDE OF POST TOP SISTER MEMBER EACH SIDE OF STAIR U & BOTTOM STRINGER W/(2) ROWS OF 0.148" DIA x 3" i NAILS AT 12" OC TO STRINGER, REF PLAN -4-0 N 55 ELEVATOR RAIL CONNECTION51 STAIR STRINGER TO MIDDLE BEAM S4.13 1" = V-01' \,54.13 1" = 1'-0" _ BEAM, REF PLAN FLOOR SHEATHING, 0 REF PLAN O 2x BLOCKING AT 48"OC C C N U ti r = � � SISTER MEMBER EACH SIDE V O OF STAIR STRINGER W/(2) a ROWS OF 0.148" DIA x 3" n }a NAILS AT 12"OC TO ca STRINGER, REF PLAN co PLYWOOD SHIM SIMPSON LUS moo CU ~ AS REQUIRED HANGER, TYP Q O ti SOLE PLATE, W/SIMPSON SDS 1/4" SIMPSON HANGER, � O � DIA x 6" SCREW @ 12"OC UNO BEAM, REF PLAN REF NOTE ti OO (REF SHEAR WALL SCHEDULE FOR `` SOLE PLATE SIZE&ATTACHMENT) O L � ELEVATOR RAIL AND CONNECTION BY to LC) L0 ELEVATOR MANUF NOTE: POST PER PLAN ALIGNED HANGERS SHALL BE: W/CONN W/SIMPSON HU68 AT CENTER STRINGERS PL 3/4x12"x1'-0"W/(8) - A35 CLIPS (1) EACH SIDE STAIR STRINGER, (PROVIDE SLOPED SEAT) 1/43"SDS SCREWS TO OF POST TOP & BOTTOM REF PLAN HUC48 AT OUTER STRINGERS POST/DBL TOP PLATE (PROVIDE SLOPED SEAT) Li A SECTION A-A r 56 ELE IL CONNECTION 52 STAIR AT LANDING S4.13 IT11"13@' 1 1//8" PLYWOOD 54.13 REF PLAN STAIR TREADS (C 2x BLOCKING �/ 2x PT PL (N) CONC SLAB ON E ji E GRADER F PLANS D #4 AT 12"OC FOR SIZE& REINF v 0.131" DIA x 2 1/2"AT 6" BUTCHER BLOCK, REF ARCH 0 � (2)#4 CONT (E)WOOD FLOOR OC EDGE NAILING TYP (D (12" FIELD) 2x6 JOIST AT 16"OC W/ C CID z f4 TO DBL TOP PL TYP 0.148" DIA x 3"TO NAILS PLYWOOD STAIR 2x4 DBL TOP PLATE SHEATHING, REF PLAN — _ Phase PERMIT SET U o O • _ — _ — — — � 2x STUD WALL - 2x4 AT 16"OC STUD WALL -I I (E) FLOOR JOIST BEYOND, REF PLAN T _ 3/8" DIA x 8" V -6"MIN 0 I SIMPSON TITEN HD 8" CONC STEM WALL date FEB 08, 2019 O ANCHOR AT 12"OC LI #4 HORIZ AT 12"OC I I I revisions eD BACKFILL (E) #4 x 24" x 24" L- -- l VOID SPACE #4 DOWELS AT 18" _ DOWELS AT 18" OC Yl OC (ALT. HOOKS) 1/2"APA RATED - (E) RAT SLAB SHEATHING SAWCUT FOR PT 2x SILL PL W/3/8" NEW FTG Jill x 4" SIMPSON TITEN —III I HD AT 16"OC I : .r • CU ; -777 LO KEYED(OR III o OC EDGE NAILING TYP H �p ROUGHENED)JOINT 0.131" DIA x 2 1/2"AT 6" CONCRETE SLAB ON - (12" FIELD) GRADE, REF PLAN project# 16055 n Iw _ STAIR AND ELEVATOR E 3" FRAMING DETAILS Q O LR REF PLAN FOR CVD ------_ --- FTG SIZE&REINF �Q 57 NEW STUD WALL AT MAIN GYM 53 BUTCHER BLOCK STEP - PERP SHEAR WALL m i S4.13 1 1 -0 S4m13 �o N N75 OD! NU -- - -- - -- - — -.. JOIST SCHEDULE EQUIVALENT RED-BUILT MIN SHEAR CAPACITY MIN EI CAPACITY MIN FLEXURAL CAPACITY PRODUCT (LBS) (x106 LBS-IN 2) (FT-LBS) 14"RED-145 1960 474 5570 - - 14"RED-165 2540 666 8030 18"RED-165 3080 1205 10380 18"RED-190 3080 1635 14785 18" RED-190H 3160 1827 17010 20" RED-190H (3) 3445 2331 18945 NOTES: 1. AT WOOD BEAM CONDITIONS HANGERS ARE TO BE SIMPSON ITS HANGERS UNO. REF DETAIL 11/S6.00, UNO. J WHERE REQUIRED, USE SIMPSON MIU FACE MOUNT HANGERS. 2. WEB STIFFENERS ARE NOT REQUIRED UNO ON PLANS IN SPECIFIED AREAS. REFER TO JOIST MANUFACTURER FOR WEB STIFFENER MATERIAL, SIZE AND ATTACHMENT RECOMMENDATIONS. 3. PROVIDE CAMBER(2250-FT RADIUS)FOR 20" RED-190H JOISTS ROOF BEAM SCHEDULE I B I MARK BEAM SIZE COLUMN TYPEUNO) HANGERS COMMENTS RB1 5 1/2 x 12 24F-V4 GL (2)2x STUD SIMP HU OR HUC RB2 5 1/2 x 15 24F-V4 GL (3)2x STUD SIMP HU OR HUC RB3 5 1/2 x 18 24F-V4 GL (3)2x STUD SIMP HU OR HUC Dull Olson Weekes - IBI Group RB4 5 1/2 x 21 24F-V4 GL (3)2x STUD SIMP HU OR HUC Architects, Inc. RB5 6 314 x 24 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC RB6 6 314 x 27 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC RB7 6 3/4 x 30 24F-V4 GL 6x6 DF#1 SIMP HU OR HUC 907 SW Stark Street Portland OR 97205 RB8 8 3/4 x 18 24F-V4 GL 6x8 DF#1 SIMP HU OR HUC USA RB9 8 314 x 27 24F-V4 GL HSS 4x4x1/4 tel 503 226 6950 fax 503 273 9192 RB10 8 3/4 x 30 24F-V4 GL HSS 4x4x1/4 www-dowa-ibigroup.com RB11 8 3/4 x 36 24F-V4 GL HSS 5x5x1/4 www.ibigroup.com RB12 10 3/4 x 33 24F-V4 GL HSS 5x5x1/4 RB13 10 3/4 x 45 24F-V4 GL HSS 5x5x1/4 RB14 3 1/2 x 18 GL (2)2x STUD SIMP HU OR HUC RB15 3 1/2 x 14 GL (2)2x STUD BEAM SCHEDULE NOTES: jkU�CTU � 37,_9„ 9i 1. HANGERS ARE TO BE USED AT LOCATIONS WHERE THE BEAM FRAMES INTO AN ADJACENT BEAM PR �� QP 48'-3" 2.A SUFFIX OR PREFIX OF'PT1' INDICATES PRESERVATIVE TREATMENT WITH HI-CLEAR II, STAINED+ I I FINISHED, REF ARCH.ALL HARDWARE(CONNECTORS, BOLTS, ETC) IN CONTACT WITH THESE MEMBERS SHALL USE HOT DIPPED GALVANIZED. 3.A SUFFIX OR PREFIX OF'PT2' INDICATES STANDARD PRESERVATIVE TREATMENT. OREGON — __jI 4. HU & HUC HANGERS SHALL BE INSTALLED WITH "MAX" NAILING NOTED BY MANUFACTURER. 5. GLULAM BEAMS NOTED AS TRR' (FIRE RESISTANCE RATED)SHALL BE LAYED UP WITH TENSION {}`b LAMINATION(S) REPLACING OUTER CORE LAMINATION(S)AS REQUIRED TO MEET 1 HOUR FIRE FO'ORYK RESISTANCE RATING PER IBC 721.6.3.4.THE QUALITY STAMP OF'FRR' BEAMS SHALL INDICATE THAT `' X�Ifl€S:QB 3p 2t?19 LL LL I THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS. D o FT7 X — — — — I VS6.0 COLUMN & POST SCHEDULE 29SIM 1 SIM TYPE SIZE F R O E L I C H P1 4x6 DF#2 ENGINEERSE 17700 SW Upper Boones Ferry Rd. Suite#115 P2 4x8 DF#2 Portland, Oregon 97224 P3 6x6 DF#2 I 05 ��' � Po land OR 26eod, OR. I Denver, CO. froelich-engineers.com I FE# 17-TO52 LL P4 6x8 DF#1 P5 6x10 DF#1 _4I N N P6 5.25x9.25 2.0E PSL C1 4"STD PIPE C2 6"STD PIPE I � C3 10"STD PIPE O C4 HSS4x4x1/4 O `.1 29 SIM S601 S6.01 SIM C5 HSS 5x5x1/4 [, I C6 HSS 5x5x3/8 � Vw, O j C7 HSS 6x6x1/4 29 _4.J i SIM C8 HSS 8x8x1/4 AA++ CU U U S6.01 U U 0--/ O O C9 HSS 4x8x1/4 ~ N N N NCo c DnCo O O _ O @ O III C10 HSS 4x10x1/4 ■= Q z— _ P2 v z z C11 HSS8x6x1/4 O CD w W w w w w w w d of U of U U of U v CZ (/) . O M M I w . O O m m J U 11 11 SIM S6.00 I S6.00 SIM (I P2 P2 A — — — — — — — — P2 P2 - -- - - - - - - -- 20 — — — — — — B 20 20 11 S6.01 TYP TMP S6.01 11 II SIM 56.00 S6.00 SIM I m I II D m m 36 p 36 S6.02 0 S6.02 (D — P3 - - - - - - I III L — - - - - - - phase PERMIT SET o I P3 I 4g 48 ss.o3 I III S6.03 date FEB 08, 2019 o I III �I co revisions wl @ —l'-6 1/8" 5'-9 1/8" U 7 'L^ LID VJ CD project# 16055 CEILING FRAMING PLAN - CD E SECTOR E Q U � o 7t� LOCKER ROOM CEILING FRAMING PLAN - SECTOR E S4m2O �¢ 1 0-)N 1/4" = 1'-0" o a) N N C+O! c�U 1 1/2" 1 1/2" TYP TYP 90 DEG AND 135 DEG STIRRUP 135 DEG SEISMIC STIRRUP / TIE HOOKS AND TIE HOOKS 0 0 6d FOR# Y 4,5 Y C7 O 2 �a 00 00 \I � zrl Zo#4 x 24"AT 24"OC, c0 z z O toNOTE: z0 OR G O z O Q z 1. BLOCKOUTS SHALL NOT BE PLACED CLOSER THAN 24" 1 1/2"CLR,TYP 3" 3" EACH FACE J rn d z w w 114 2. REF MEP FOR PLUMBING PENETRATION LOCATIONS 2"CLR AGAINST EARTH EXTERIOR FACE a z z ¢ w �_w �wopEG SECTION A-AI F- ��_ _ 90 DEG � 135 DEG U rn HSS COLUMN, REF PLAN X ANCHOR BOLT SPACING ANCHOR BOLT SPACING STIRRUP (TIES SIMILAR) STIRRUP AND TIE HOOK 1" BASE PLATE co U DIMENSIONS 135 DEG SEISMIC STIRRUP/TIE HOOKS ' a O REF PLAN AND SHEAR REF PLAN AND SHEAR ALL GRADES OF STEEL ALL GRADES OF STEEL WALL SCHEDULE WALL SCHEDULE ROUND OR SQUARE J Cl) �# ? 90 DEG 135 DEG HOOK IN 135 DEG HOOK(IN) 1/2" ISOLATION JOINT W/ v> 3/4" M INTERIOR FACE ( ) BAR BLOCK OUT PRE-MOLDED JOINT " MIN, TYP VERTICAL CONTROL 1 1/2"CLR BASEMENT BAR D(IN) HOOK IN H SIZE D(IN) A OR G H A A FILLER (TYP) JOINT, CAST INTO WALL INTERIOR FACE A OR G A OR G APPROX 1 1/2" NON SHRINK GROUT 12"FROM END-,, 6" BLOCKOUT(12"MAX IF PLAN VIEW APPROX. MUL IPLE PIPES ARE GROUP D) CONCRETE WALL, REF 1 1/2 04 41/4 3 #3 1 1/2 4 1/4 3 CONCRETE SLAB, 6" MIN THREADED WALLS WITH REINFORCEMENT EACH FACE PLAN AND SCHED FOR 2 o-41/2 41/2 3 #4 2 41/2 3 REF PLANS I PROJECTION, TYP MUD SILL PLATE AND SIZE AND REINF 21/2 51/2 33/4 #5 2 1/2 61/2 33/4 ANCHORAGE, REF PLAN ' I LJ I AND SHEAR WALL ._ SCHEDULE 3" 3" RECOMMENDED END HOOKS CUT EVERY OTHER ALL GRADES OF STEEL l 1 1 HORIZ BAR AT JOINT EXTERIOR FACE D= FINISHED BEND DIAMETER 1 ; ,s, O STEMWALL AND REINFORCING DETAILING DETAILING HOOK z DIMENSIONA OR G REF PLAN DIMENSION Dull Olson Weekes - IBI Group a^ � o Architects, Inc. LEVELING NUT MIN L2DIf If If If If AS REQUIRED, PLUMBING PENETRATION, a TYP • • • • REF MEP 4d OR in FOOTING AND VERTICAL CONTROL v 2 1/2" MIN � 3/4"/ M INTERIOR FACE O � 180 DEG 907 SW Stark Street Portland OR 97205 REINFORCING, JOINT, CAST INTO WALL BASEMENT 90 DEG < USA 180° HOOKS, 90 DEG tel 503 226 6950 fax 503 273 9192 3 DOWELS FROM STEM WALL REF PLAN PLAN VIEW CONCRETE WALL, REF BAR ' IN HOOKS www.dowa-ibigroup.com CL TO FOOTING, REF PLAN DOWELS EACH SIDE OF PLAN AND SCHED FOR D(IN) =lir www.ibigroup.com REF PLAN FOR FOOTING SIZE&REINFORCING STEMWALL BLOCKOUT WALLS, 8" REINF AT CENTER SIZE AND REINF SIZE FOR J AOR G #3 2 1/4 0-3 0-6 #4 3 0-4 0-8 14 INTERIOR HSS COLUMN TO FOOTING _- 0 ALLOWABLE PIPE PENETRATIONS IN PLATES AT SHEAR WALL LINES 5 VERTICAL CONTROL JOINTS AT CONCRETE BASEMENT WALLS #6 41/2 0-6 1-0 ss.00 " ' " .00 1" = 1'-0" .00 1" = 1'-0" #7 51/4 0-7 1-2 #8 6 0-8 1-4 ,��uC#9 91/20-113/4 1-7 �� PR 2" 4" 4" 4" 2" 1 1/2" 4" 4" 4" 1 1/2" 18" BLOCKOUT #10 103/41-11/4 1-10 N z AS REQUIRED #11 12 1-7 1-23/4 2-0 Q #12 181/4 2-3 1-93/41 2-7 81 1/2"CLR MAX _PL • • ALLSIDES 1 REBAR HOOK DETAILS OREGON i\ CL a PROVIDE SILL SEALER S5.00 3/8" = 1'-0° C14 FOAM WRAPPING (OR END FIELD SIMILAR)AROUND PIPE 9 REINF LAP 1'�"MIN 2x"H" EXPIRES: 30 2pf PL TO MATCH - o PL TO MATCH v z ' STEM WALL STEM WALL STEM DOWELS CONCRETE STEM REF PLAN &WALL REF PLAN LONG FTG -- --- THICKNESS THICKNESS WALL PROVIDE AN ADDITIONAL WALL, REF PLAN SCHEDULE FOR VERT n BARS, REF SECTION A-A SECTION B-B FOOTING DOWEL EACH SDE OF PIPE 1 REINF Q CONT FTG PLAN PIPE BY OTHERS CL (4" DIA MAX) FOOTING HF 2x NAILER TO MATCH WALL COLUMN REINF, REF H WIDTH,ATTACH W/SIMPSON TB I HSS COLUMN, PLAN F R O E L I C H SCREWS AT 12"OC 1 ENGINEERSb STAGGERED,AT SHEARWALLS REF PLAN 1 H 17700 SW Upper Boones Ferry Rd. SPACE SCREWS TO MATCH Suite#115 EDGE NAIL SPACING 1 Portland, Oregon 97224 CORNER VERTICAL Office: (503)624-7005 EMBED PL 3/4"x REQ'D W/ H Portland, OR. I Bend, OR. I Denver, CO. BAR Froelich-engineers.com I FE# 17-TO52 (4) 5!8" DIA x 8" HWS FA M REF PLAN &WALL sTD LAP CORNER DOWEL TO MATCH 1/4 #3 TIES (3)AT 2"OC AT TOP SCHEDULE FOR SIZE AND SPACING OF H AND 6"OC ELSEWHERE HORIZONTAL REINF HORIZONTAL REINF HF -4-11 CONCRETE STEM WALL U III (4)#5DOWELS L2" •L 1 CONT FOOTING 2x"H" REINF LAP LONG SLOPED 10 FOOTING BL_OCKOUT AT PLUMBING PENETRATION 6 CONCRETE WALL CONNECTION AT CORNER - 1 LAYER - PLAN VIEW REBARS TO MATCH REF SCHED Q 55.00 1" = 1'-�° - - - -- S5.00 1" = 1'-O" - - LONG ti FOOTING BARS NOTE: Q DO NOT SLOPE FOOTINGS 71 UNDER ANY CONDITIONS. O CONCRETE STEM C C— N WALL, REF PLAN Ar PROVIDE SILL SEALER 2 STEPPED FOOTING (V rn T 71 FOAM WRAPPING (OR (1)#4 x 2'-0"CENTERED S5.00 1/2" = V-0" "' ) Of SIMILAR)AROUND PIPE ON PIPE (ABOVE & CUT EVERY OTHER BAR V Q BELOW) CL TRANSVERSE TO JOINT PRIOR '/� TO CONCRETE PLACEMENT IJ 1" MAX 1/8"x 1"SAW JOINT. SAW AS SOON AS CONTROL co CONC WILL SUPPORT WEIGHT OF JOINT CONCRETE SLAB ON GRADE, 4 tT 8" MAX BLOCKOUT I PIPE BY OTHERS MACHINE WITHOUT MARRING THE REF PLANS FOR ADDITIONAL 15 HSS COLUMN TO STEM WALL As sHowN (6"MAX) WITINFORMATION - I SURFACE. FILL JOIAPP Y ACCORDING TO 55.00 1" = 1'-0" ADJACENT WALL MANUFACTURER'S RECOMMENDATIONS. 1 .0" 1" MAX I v • Q O ti 1 1/2" m MIN 3" 11/2" CLR � , C- O O • FOOTING & • . . . ` O REF PLAN AND WALL C-4 REINF, REF SCHEDULE FOR VERT a L M M W2" 2" • PLAN REINF CONTROL J� � COMPACTED SUBGRADE, N�CONSTRUCTION REFGEOTECH Rf O M MJOINT RECOMMENDATIONIf OL0 O O LO LO c� (5) #5 #3 HOOPS W/STD 90 DEG CORNER VERTICAL DOWELS HOOKS AT ENDS SPACE (3) 1/2" DIA x36"SMOOTH DOWEL• • AT 2"OC AT TOP ANY 6" OC BAR CONCRETE SLAB ON GRADE, REF 1/24"OC GREASE OR WRAP ELSEWHERE PLANS FOR ADDITIONAL INFO ONE END OF EACH DOWEL 114VOIf 11 PIPE THROUGH STEM WALL - SECTION A-A A SECTION B-B ss.00 1" = 1'-0° - PROVIDE 2x NAILER TWO FACES (MATCH A WALL WIDTH)ATTACH W/SIMPSON TB 1 SCREWS AT 12"OC STAGGERED 1 1/2"AT REF PLAN AND WALL DOWEL HORIZONTAL 1 SHEAR WALLS MATCH EDGE NAIL SPACING PROVIDE SILL SEALER SCHEDULE FOR WALL REINF INTO WALL 6" 6" HORIZONTAL REINF WITH STD 90 DEG 1/2" HSS COLUMN, REF PLAN FOAM WRAPPING (OR HOOKS (ALT HOOKS) CONSTRUCTION JOINT MIN SIMILAR)AROUND PIPE I EMBED PL 3/4"AS SHOWN W/ (4) 5/8" DIA x 8"HWS STUDS NOTES: BRICK VENEER, CONTRACTOR MAY USE EITHER CONTROL REF ARCH TOP oF� [� CONCRETE WALL CONNECTION AT CORNER - 1 LAYER - PLAN VIEW SLABIf JOINTS OR CONSTRUCTION JOINTS AT S5.00 1" = 1'-O" LOCATIONS INDICATED ON PLANS. 4"-6" _ r MAX PIPE PENETRATION D E —1 1 \ BLOCKOUT / f THROUGH DOUBLE 3 SLAB_JOINTS J If \ AS SHOWN - / SIMPSON MST 37 TO DOUBLE TOP PLATE STEM WALL DOUBLE TOP PLATE, S5.00 1" = 1'-0" #4 x CONT U TOP PLATE CONTINUED AT - - - vi PENETRATION - z FOOTING REINF, REF PLAN v g B —I B PIPE BY OTHERS REF PLAN CONCRETE SLAB ON BARS TO MATCH SLAB Go =I Jillo 2x STUD WALL, REF PLAN GRADE, REF PLAN o REINFORCING, TYPICAL C w 8" DEEP x 2'-0" LONG CD _ I U THICKENED FOOTING CL / CENTERED ON PIPE If `—' DOUBLE TOP PLATE AT SHEAR WALL LINES phase PERMIT SET O FOUNDATION DRAIN, 3" �1 REF CIVIL REF PLAN FOR FOOTING CLR LTP4 CLIP EACH SIDE 2x STUD WALL, REF PLAN BARS TO MATCH SLAB 6 If TERMINATE UPPER SIZE AND REINF OF PENETRATIONS SLAB REBAR W/STD REINFORCING, TYPICAL 90 DEG HOOK date FEB 08, 2019 0 16 CORNER COLUMN CONNECTION TO FOUNDATION' 12 PIPE THROUGH THICKENED SLAB FOOTING SOLE PLATE, FLOOR SHEATHING REF PLAN c 00 .00revisions If lYl O RIM JOIST BLOCKING BELOW PIPE PENETRATION STD LAP THROUGH SOLE PLATE SLAB ON GRADE, I 1 REF PLAN SOLE PLATE AT SHEAR WALL LINES VAI PROJECTION TYP SLAB THICKNESS 211BASE PLATE 6"MIN THREADED NOTES: STD LAP _ 1. ANCHOR BOLTS TO BE ASTM F1554 GRADE 36, UNO. co 1 1/2"+/-NON-SHRINK 2. NUTS FOR ANCHOR RODS SHALL BE STANDARD HEX If It If 0 0 NOTE: 2x STUD WALL, REF PLAN GROUT NUTS TYPE ASTM A563-A. ADDITIONAL STRAP/CLIPS/ANCHOR BOLTS AT STD LAP O o 0 2 3. WASHER FOR ANCHOR RODS SHALL BE ASTM F436. PENETRATIONS NOT REQUIRED IF PIPE PENETRATION m m m O TACK WELD(4) PROVIDE WASHER BETWEEN ALL NUTS AND BASE PL's. FOOTING PENETRATIONS THROUGH PLATE IS LESS THAN THROUGH MUD SILL � TOP OF CONCRETE 2 M z 4. ALL ANCHOR ROD EMBEDDED ENDS SHALL BE ONE OF REINF, REF 4" MIN COMPACTED 1/2 THE WIDTH OF THE PLATE oIf w w w PLACES TOTAL 9 project# 16055 THE FOLLOWING (REF ABOVE): PLAN SUBGRADE in i a. HEADED PIPE BY OTHERS MUD SILL PLATE, O CONCRETE b. JAMB NUTTED (DOUBLE NUTTED) REF PLANo FOUNDATION DETAILS O c. SINGLE NUTTED(TACK WELD IN (4) LOCATIONS TO ANCHOR BOLT EACH E 3" MIN CLR TO BOTTOM SECURE NUT IN PLACE) SIDE OF PENETRATIONS If < U HEADED JAMB SINGLE OF CONCRETE TYP 5. ALL HOLES IN BASE PLATES SHALL BE ANCHOR ROD FBARSO MATCH SLAB Q O RCING, TYPICAL NUTTED NUTTED DIAMETER+ 3/16" MAXIMUM. 6. ANCHOR RODS, NUTS AND WASHERS PERMANENTLY MUD SILL PLATE AT SHEAR WALL LINES �p EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED. 8" I=> S5OO CD 17 BASE PLATE ANCHOR ROD EMBEDMENT DETAIL 13 PIPE UNDER FOOTING 8 ALLOWABLE PIPE PENETRATIONS IN PLATES AT SHEAR WALL LINES 4 SLAB STEPS ■ --0 - s5.00 1 1 -0 35.00 1 — 1 c-lU 14"CONC WALL 22"CONC WALL CL OF STEM WALL AND FTG / CONC SLAB ON GRADEAT SIM CONDITION FULL HT POST REF WALL SHEATHING, REF PLAN 2x STUD WALL, REF PLAN ELEVS SHEET S3.10 AND SHEAR WALL SCHEDULE 1 PL WASHER, REF SHEAR WALL (000 CL OF WALL AND FTG AIR GAP AND VENEER, SCHEDULE AND DETAIL 4 / S8.00 - - SIMPSON HDU2 • • � REF ARCH HOLDOWN W/SSTB16 SHEAR WALL-REF SHEAR WALL (2)#4 CONTINUOUS AT TOP ANCHOR BOLT TO o PT SILL PL REF SCHEDULE FOR MORE INFO PT 2x SILL PL(SINGLE SIDE)3x SILL PL(DBL CONCRETE&(6) SDS PLAN & SHEAR PL WASHER REF SHEAR SIDE)ANCHOR BOLT SIZE AND SPACING, CONC SLAB ON GRADE, REF 1/4"x2 1/2" SCREWS REF PLAN AND SHEAR WALL SCHED WALL SCHEDULE PT SILL PL,ANCHOR BOLT SIZE AND AND PLANS FOR SIZE AND REINF SPACING REF PLAN AND SHEAR DETAIL 4 / S8.00 L Al I X WOOD FLOOR FRAMING, WALL SCHEDULE(SILL PL IN WALL PANEL EDGE NAILING, REF PLAN #6 AT 12"OC VERT REF DETAIL NOTED ON PLAN CONTACT W/CONCRETE TO BE PT) AND SHEAR WALL SCHEDULE EDGE NAILING-REF SHEAR SLAB ON GRADE J #5x30"x24" (LLH) WALL SCHEDULE o REF PLAN CONCRETE STEM AT 12" OC = WALL& REINF REF2"CLR e e m a _J1 'v PLAN w REINF REF PLAN 1 k O 1"CLR #5 AT 12"OC HORIZ I� 8" FOR 2x6 AND 2x8 WALLS EQ EQ #4 HORIZ AT 12"OC 6" • • I • • Z 10" FOR 2x10 WALLS BACKFILL, REF CIVIL _ - 12" FOR 2x12 WALLS III—III- z m KEYED (OR ROUGHENED)JOINT - - - --- • - #5 AT 12"OC VERT_j I—III— #6 x b DOWELS AT 4"OC m w I I I 1 LL 11-1 I I #4 DOWELS AT 16"OC WITH STD HOOK - • (ALT HOOKS) 28 POST CONNECTION TO CONCRETE AT TALL WALLS - - -- FOUNDATION DRAIN, 3" —�Fri REF CIVIL 3" Dull Olson Weekes - IBI Group S5.01 #5 DOWELS AT 12"OC WITH STANDARD HOOK CLR U CLR REF PLAN FOR FOOTING NOTE: Architects, Inc. ROUGHENED SEE PLAN FOR FOR TEM WALL WIDTHS GREATER (1/4"AMPLITUDE) FTG SIZE& REINF SIZE AND REINF THAN 10" PROVIDE#4 DOWELS EA (4)#3 HOOKS (1)AT OR KEYED JOINT FACE AT 16"OC AT 12"OC 907 SW Stark Street Portland OR 97205 VOLLEYBALL SLEEVE I I III w— II EACH SIDE SIDE OF SLEEVE z 22 - USA INTERIOR SHEAR WALL TO THICKENED SLAB 18 EXTERIOR WALL AT FOUNDATION WITH VENEER tel 503 2266950 fax 503 273 9192 NON-SHRINK GROUT, FOUNDATION DRAIN, =I w REF MANUFACTURER REF CIVIL S5.01 1 1 -0 55.01 www.dowa-ibigroup.com -III I I g www.ibigroup.com O CONC SLAB ON GRADE #5 AT 6"OC LONGITUDINAL 2 TOP AND BOTTOM CL OF STEM WALL AND FTG 2 i • AT 12" 2x STUD WALL, REF PLAN 5'(R9PRUR� 1 #6 OC _ W m m • • WALL SHEATHING, REF PLAN Q'1(��s<f'/ m PL WASHER, REF SHEAR WALL U 2" CLR AND SHEAR WALL SCHEDULE U TYP SCHEDULE AND DETAIL 4 / S8.00 (2)#4 BARS, 18 CLR N • e • • • • • • • • • • PT 2x SILL PL(SINGLE SIDE) (2)#4 CONTINUOUS AT TOP EACH WAY SQUARE FOOTING 24"x24"CONC PIER 3x SILL PL (DBL SIDE)ANCHOR OREGON BOLT SIZE AND SPACING, REF 14 � • #4 HOOPS • • PLAN AND SHEAR WALL SCHED I CONC SLAB ON GRADE, �F�fiYF4�� U • a REF PLANS FOR iq (8)#7 DOWELS WALL PANEL EDGE NAILING, SIZE AND REINF EXPIRES:05,30-M 3"CLR WITH STD HOOK REF PLAN AND SHEAR WALL 69''N VO.01 litLLEYBALL SLEEVE THICKENED SLAB 3"CLR " SCHEDULE #&ATB"OC 5'-6 INTO FTG SECTION B-B 9._011 ZIL e 1 1/2" cel U TYP m 1 v —1 - BASE PL 1"x16"x16" #4 HORIZ AT 12"OC REF DETAIL 26 / S5.01 REF PLAN WITH (4)3/4" DIA 8" FOR 2x6 AND 2x8 WALLS 6" F R O E L I C H FOR MORE INFORMATION N o ANCHOR BOLTS 10" FOR 2x10 WALLS Z EN G IN E ERS I 12" FOR 2x12 WALLS 17700 SW Upper Boones Ferry Rd. 25 BUILDING BASEMENT RETAINING WALL #4 DOWELS AT 16"OC Suite#115 19 (ALT HOOKS) Portland, Oregon 97224 FOUNDATION EDRAIN, - ( ) Office:to land, 3)6I 4- �d, OR. Denver, CO. CONC SLAB-ON- GRADE REF 05 PLAN F CIVIL KEYED OR ROUGHENED JOINT iv OO OO froelich-engineersI FE# 17-T052 U 1/4 - m #4 DOWELS AT 16"OC HOOK ) U SECTION A-A -3"CLR }, III—III— REF PLAN FOR FOOTING U III-) - HORIZ REINF, TYP COLUMN, REF PLAN SIZE AND REINF NOTE: f4f—^0 BACKFILL, —III =J REF CIVIL FOR TEM WALL WIDTHS GREATER III VERT REINF BASE PLATE 24" DIA COL BLOCKOUT THAN 10" PROVIDE#4 DOWELS EA FA A19 EXTERIOR WALL TO FOUNDATION FACE AT 16"OC AT 12"oc Q ROUGHENEDLEVELLING NUT AS REQUIRED (TYP) _ DOWEL (3)#4 HOOPS AT 2"OC TOP S5.01 111 = 11-011 (1/4"AMPLITUDE) 2x WOOD WALL 0 2x WOOD WALL AND 6"OC ELSEWHERE CHAMFERED EDGE O JOINT OR KEYED REF PLAN REF PLAN HEEL REINF CONC SLAB-ON- REF PLAN Malaita O -I GRADE REF PLAN W REF PLAN C c ti FOUNDATION DRAIN, WALL v REF CIVILFINISH WALL BEYOND Of III- J m PT WOOD SILL PL REF REF ARCHV O 0 0 Z PLAN AND SHEAR SLAB-ON-GRADE 6 b (2)#4 CONT N WALL SCHEDULE REF PLAN i (2)#4'S Cr • DOWEL SLAB REINF AA,, (B w UGoAT TOP AS SHOWNSIEMENS `v O = N e EXTERIOR SLAB, REF ARCH AND SLAB ON _ _._-_ _ - __- _ B CIVIL GRADE, REF PLAN � =3 � m FOR SIZE AND REINF ■5� Q O LONG REINF U CONC STEM WALL W/ #7 DOWELS WITH STD O T3"CLR 3"CLR I" #4 DOWELS AT 16"OC (3) ROWS OF(3)#4'S HOOK INTO FOOTING 1� � -I- Lf AT EQ SPACING et'7 OCL OFD #4 DOWELS AT 24" 2 L w CU STEM WALL (1)#4 CONT Z REF ARC 1 OC (ALT HOOKS) O C7 C7 OD co U-) U-) 8" - KEYED (OR ROUGHENED) JOINT RETAINING WALL SCHEDULE ROUGHEN JOINT U .. .. DIMENSIONS WALL REINFORCING FOOTING REINF �iiaaaaU Hw Hf Tw I U VERT HORIZ DOWELS HEEL LONG FTG REF PLAN FOR SIZE&REINF FOUNDATION DRAIN, 3" 4'-8" 12" 22" IT-O" #5 @ 12" #4 @ 12" #5 @ 12" L #4 @ 12" (3)#4 REF CML REF PLAN FOR FOOTING CLR 8'-8 12" 22" 5'-6" #5 @ 12" #4 @ 12" #5 @ 12" 4g• .5 @ 12" (5)#4 ^� REF PLAN FOR FOOTING SIZE AND REINF SIZE& REINFORCEMENT B 30 RETAINING WALL 26 DOUBLE WALL AT FOUNDATION 23 PIPE COLUMN TO CONCRETE PIER ON FOOTING 20 EXTERIOR WALL AT FOUNDATION -AT DOORWAY s5.01 1" = 1' 0" s5.o1 1" = 1'-0" s5.o1 1" = 1'-0" ss.o1 1" = 1'-0" CONTRACTOR'S OPTION: D E E AT END OF WALL CONDITION REPLACE CAST-IN-PLACE ANCHOR BOLT WITH EITHER: U POST, REF PLAN �—r STUD WALL R 1. 5/8" DIA WEDGE BOLT, EMBED 5" MINIMUM (SIMPSON FINISHES PER Tyr uj STRONG-BOLT OR HILTI KWIK BOLT TZ) >_ 1"TYP PT SILL PL, REF PLAN DOWEL SLAB I ARCH REINF INTO I I 2O. 5/8" DIA A307 THREADED ROD, EPDXY EMBED 5" C TEM WALL I 1 MINIMUM(SIMPSON SET-XP OR HILTI RE 500 SD) •� � e e C �I� phase PERMIT SET � • J 2x WALL, REF PLAN (2)SIMPSON SDS1/4x1 N 2 1/2"TYP (NOT AT END CONDITION) m v 1 0 1/2"GALV SCREWS TO NOTE: O Z 1 O p O SILL PLATE, EACH SIDE REF DETAIL 19 / IONS5.0FOR J Z a KEYED(OR ROUGHEDED) U a Ua SECTION A-A MORE INFORMATION > O 1"GALVANIZED 0 2x PT SILL PL w W g JOINT ONE LAYER GYP BOARD EACH SIDE date FEB 08, 2019 GRATING @SUMP m p OF WALL; REF ARCH FOR ADDITIONAL INFORMATION (2)#5 CONT @TOP - � I E EQ (150 PSF RATED) LL U y SIDE PL1/4x5x0'-5 1/2"W/ (2)#4 CONT o revisions SLAB-ON-GRADE, w of 2x STUD WALL, REF PLAN (4) SIMPSON SDS1/4x2" REF PLAN EF ARCH GALV L1 1/2x1 1/2x1/4 x CONT Z O _I POST, REF PLANF- A SCREWS TO POST a F Z 2x PT SILL PL W/5/8" DIA ANCHOR A AROUND SUMP W/1/2" DIA x 4" x SLAB-ON-GRADE, HDD STUDS (2) EA SIDE @ 9"OC w o REF PLAN U GALV BASE PL3/8x5 1/2"W/ x b D 12" MIN w g BOLT(7" EMBED) @ 48"OC (SILL PL IN z o a CONTACT W/CONCRETE TO BE PT U 8" Q SLAB REINF, ) b TYP (4) SIMPSON SDS1/4x1 1/2" #5 @ 12"OC ' g Co I' UI 3/16 1 1/2" GALV SCREWS TO SILL PL \ \ 4 a CONCRETE WAY(TYP) - #5 of REF PLAN �� w SLAB-ON-GRADE O ICU ANCHOR ROD, PT SILL PL, REF PLAN REF PLAN w #4 HORIZONTAL N _ "I AT 12"OC U fat SUMP PIT(VERIFY r 2 g � x LL SIZE & LOCATION W/ w 1 Zo it ELEVATOR MANUF project# 116055 wo PRIOR TO CASTING F :n 0 m REF PLAN U (3)#5 EA WAY CONCRETE) w (D — - REF DETAIL 19 / S5.01 6" 6" FOUNDATION DETAILS E _ FOR STEM WALL AND #5 @ 12" OC r N z 3"CLR � U REINF INFORMATION EW T&B U r U 0O� CONCRETE FOUNDATION, SIZE&REINF DOWEL VERT REINF FOOTING SIZE& AT END OF WALL CONDITION STOP INTO BOT REINF MAT REINF, REF PLAN REF PLAN 'f L0 ' THE PLATE AT END OF WALL REF PLAN "U FOOTUBGRADE, S5m01 � La. 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PT SILL PLATE • D OC (ALT. HOOKS) (E) RAT SLAB Suite#115 - - SAWCUT FOR Portland, Oregon 97224 ANCHOR BOLT SIZE AND SPACING, — �K NEW FTG Office: (503)624-7005 REF PLAN AND WALL SCHEDULE v — Portland, OR. I Bend, OR. I Denver, CO. WALL PANEL EDGE NAILING 0' • • • • • • • froelich-engineers.com I FE# 17-TO52 7T(N) CONCRETE SLAB-ON-GRADE b ' z U • • • • � KEYED(OR ROUGHENED)JOINT - a - io • OPTIONAL COLD JOINT 3'-6" �I #6 AT 6"OC 3"CLR 3"CLR '^ w V! 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Lu SCHED REF PLAN AND SHEAR H Lu #3 DOWELS AT 16"OC WALL SCHED (2)#3 HORIZ AT EPDXY W/SIMPSON SET-XP TOP OF FTG ADHESIVE W/4" EMBED #3 DOWELS AT 16"OC 2" 6" WALL PANEL EDGE NAILING, REF SHEAR WALL SCHED EPDXY W/SIMPSON SET- XP ADHESIVE W/4" EMBED R #4 TRANSV AT 18" OC 3 J \i i� \i ii� \i i \i CL i i REF PLAN FOR FTG SIZE& REINF D E ;= 61 NEW SLAB CONN TO EXISTING SLAB WALL PANEL EDGE NAILING, 55 WEST ENTRANCE CANOPY POST TO CONT CONCRETE WALL C 55.04 1" = 1'-0" REF SHEAR WALL SCHED 12"CONC. STEM WALL S5.04 ui N N C • CONSTRUCTION REQUIREMENTS TO N GRADE, REF PLANT OON R #4 VERT AT 16"OC REF ARCH DETAILS FOR ADDITIONAL MAINTAIN REQUIRED FIRE RATING CL SIZE AND REINF #4 HORIZ.AT 12"OC P hase PERMIT SET O WALL SHEATHING, REF PLAN REF PLAN AND SHEAR WALL SHEATHING, - -I KEYED (OR ROUGHENED JOINT WALL SCHED REF PLAN AND SHEAR O /�/� �/� /� WALL SCHED date FEB 08 2019 \\\\� j\\ - WALL FINISH, REF ARCH LI (N) SLAB-ON-GRADE REF PLAN PT 2x SILL PL(SINGLE SIDE) 00 3x SILL PL(DBL SIDE) reVisions ANCHOR BOLT SIZE AND WOOD WALL, REF PLAN --- �I • • SPACING, REF PLAN AND PLATE WASHER, 5 SHEAR WALL SCHED REF WALL SCHED V WALL PANEL EDGE NAILING, 2 WALL PANEL EDGE NAILING, #3 DOWELS AT 16" OC REF SHEAR WALL SCHED USI EPDXY W/SIMPSON SET-XP REF SHEAR WALL SCHED CONCRETE SLAB ON �' AEMBED VERTS 12" MIN AND PROVIDE 90 DEG GRADE, REF PLAN FOR ADHESIVE W/4" EMBED SIZE AND REIN ICU F2" (E)CONC SLAB STD HOOK F AND STEM WALL mz _I Ln a CD C9 2 project # 116055 -- - FOUNDATION DETAILS FT'REF PLAN FOR O REF PLAN FOR CLR MD FOOTING SIZE L LR A' AND REINF � , FOOTING SIZE& REINF �Q �U i S5mO4 C:) CO 62 NEW SLAB CONN TO EXISTING_STEM WALL ___ 58 GRADE BEAM 56 DOUBLE WALL TO THICKENED SLAB ao� S5.04 -01, S5.04 1" = 1'-0" s5.04 1" = 1'-0" NU -- — -------- ...------ ----- ------- CONCRETE TOPPING - - (E)WOOD FRAMED FLOOR FLOOR SHEATHING REF PLAN J • T&G DECKING EQ EQ r PT 4x12 LEDGER, REF DETAIL 45 / S6.02 I B I NOTES: f --- REF DETAIL 19 / S5.01 FOR MORE INFORMATION Dull Olson Weekes - IBI Group • #4 AT 12"OC HORIZ Architects, Inc. 907 SW Stark Street Portland OR 97205 USA #5 AT 12" OC VERT tel 503 226 6950 fax 503 273 9192 (E)CONC WALL www.dowa-ibigroup.com = www.ibigroup.com z #5 DOWELS AT 12"OC Lu J a_ ROUGHENED(1/4"AMPLITUDE) o • OR KEYED JOINT (E)CONC SLAB w ca CTU CONC SLAB ON GRADE „Gp PRpFFs Isf z OREGON 14 OD (E) CONC FOOTING -III • • I I T A' ` ■ ■ 1 EXPIRES:0840-2ot9 REF PLAN FOR FTG SIZE& REINF 66 CONCRETE WALL 55.05 F R O E L I C H ENGINEERS i 17700 SW Upper Boones Ferry Rd. Suite#115 CL OF STEM WALL AND FTG Portland, Oregon 97224 Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. WALL SHEATHING, REF PLAN 2x STUD WALL, REF PLAN froelich-engineers.com I FE#17-TO52 AND SHEAR WALL SCHEDULE PL WASHER, REF SHEAR WALL AIR GAP AND VENEER, I SCHEDULE AND DETAIL 4 / S8.00 REF ARCH ,tea (2)#4 CONTINUOUS AT TOP PT 2x SILL PL(SINGLE SIDE) 3x SILL PL(DBL SIDE)ANCHOR BOLT SIZE AND SPACING, L REF PLAN AND SHEAR WALL SCHED —0 #4 HORIZ AT 12"OC U WALL PANEL EDGE NAILING, REF PLAN Q AND SHEAR WALL SCHEDULE z (L C C N U CONC SLAB ON GRADE, REF C4 PLANS FOR SIZE AND REINF 8" FOR 2x6 AND 2x8 WALLS v O 10" FOR 2x10 WALLS '^ Z 12" FOR 2x12 WALLS EQ EQ v♦ -� � (6 W 6" 11 v CU co > KEYED (OR ROUGHENED)JOINT '= Q O ti `�j - O i �. #4 DOWELS AT 16"OC 1 ti (ALT HOOKS) O FOUNDATION DRAIN, U L� REF CIVIL 3" CLR cc O co M REF PLAN FOR FOOTING NOTE: LCA O O FOR STEM WALL WIDTHS GREATER co LO L0 SIZE AND REINF THAN 10" PROVIDE#4 DOWELS EA FACE AT 16"OC AT 12"OC J ASI-04 67 EXTERIOR WALL AT FOUNDATION - WITH VENEER S5.05 1" E O U v7 N N C C N U phase Conformed Set O V E date April 26, 2019 2 L cI revisions ASI-04 106.07.2019 I U 2 Y CJS I Z" co 3 H Ln Lr) co project # 16055 FOUNDATION DETAILS E ao MCI S5mO5N� 04 GOQ O O V) �U NOTE: CONT DBL TOP PIL DO NOT INSTALL NON-BEARING I - 2x4 BRACE AT PARTITIONS UNTIL FLOOR DEAD 48"OC MAX LOAD IS IN PLACE SHEATHING 4'-0"MINIMUM ASIREQ'D PPLE STUDS W/(12)0.148"DIA x 3"NAILS EQUALLY SPACED&STAGGERED SIMPSON A34 (2)0.148" DIA x CLIP TO TRUSS 3" NAILS, - TOPCHORD PLATE CONTINUOUS DBL \- LAP UPPER TOP OPEN WEB SPLICES TOP PL PLATE ON TO CULAR TRUSS SHALL OCCUR WALL,PERPENDICULAR TYP SIMPSON A35 DIRECTLY OVER WALL 2x STUDS CLIPS (NOT REND STUDS FOR OPENING J BELOW WIDTHS LESS - J (4)0.148" DIA THAN T-0")TYP x 3" NAILS, o TYP (8)0.148" DIA x 3" 1/2" MAX 1/2" MAX SIMPSON LSTA36 STRAP 1/4" MIN 1/4" MIN (3)0.148" DIA x 3" NAILS CENTERED ON DBL TOP PL NAILS R SIMPSON DEFLECTION CLIP, SPLICES (TOP& BOTTOM HEADER-TYP TYP PLATES) PLACE NAIL NO REF SCHEDULE BELOW(MAY 2x6 BLOCKING REF SCHEDULE OCCUR BOTH SIDES OF FOR SPACING, NOTCH AT TOP PLATE SPLICE LESS THAN 4'4" 0.148" DIA x 3" NAILS ISOMETRIC VIEW 0.148" DIA x 3" OPENING WIDTH r� LOWER THAN1/16"MID TRUSS/BLOCKING BOTTOM CHORD OF TRUSS AT 8"OC STAGGERED NAILS @ 6"OC, HEADER, REF I I SLOT, LEAVE AND AND ATTACH WITH SIMPSON KING STUDS BETWEEN CLIP AND NON-BEARING 4RING (TYP) STAGGERED SCHEDULE BELOW NAIL HEAD, TYP PARTITION A34 CLIP AT EACH END 0.148"DIA x 3" NAILS WALL, TYP @ 6"OC, STAGGERED 2x PLATE WALL HEIGHT DEFLECTION CLIP(S) BELOW, TYP SILL 14'MAX (1)SIMPSON DTC AT 24"OC (2)SIMPSON DTC AT 32"OC((1) EACH SIDE OF FRAMING) TRIMMER STUDS Dull Olson Weekes - IBI roup Architects, Inc. 20' MAX (2)SIMPSON DTC AT 32"OC((1) EACH SIDE OF FRAMING) REFOR FASTENF DETAIL ING (2)SIMPSON DTC AND(2)STC AT 48"OC ((1)DTC&STC EACH SIDE OF FRAMING) MULTIPLE STUDS 34' MAX (2) SIMPSON DTC AND (2)STC AT 32"OC 2x STUDS 907 SW Stark Street Portland OR 97205 TOGETHER ((1) DTC&STC EACH SIDE OF FRAMING) WALL SHEATHING, REF PLAN NAILS0.148" x 3" USA NAILS @ 9"OC,TYP SIMPSON A35 tel 503 226 6950 fax 503 273 9192 CLIPS (NOT REQD www.dowa-ibigroup.com %L IVIL FOR OPINING www.ibigroup.com CORNER-PLAN VIEW INTERSECTION -PLAN VIEW WIDTHS LESS THAN T-0")TYP 0 NON-BEARING PARTITION WALLS AT SINGLE CHORD OPEN WEB TRUSSES TOP PLATE SPLICE DETAIL 4 WALL FRAMING AT CORNERS AND INTERSECTIONS ss.00 1" = 1'-0" Q1" = 1'-0" ss.00 1" = 1'-0" - - -- CRIPPLE STUDS (w Ucrt� (9 J CJ' J y s - POST OR DBL z w a r °M KC w PR STUD ABOVE a ~ r a w NOTE: a- it rn U) SILL OR SOLE PL 81 TYPICAL HEADER BEARING VERTICAL GRAINED SOLID FIELD p CONDITION W/(1)TRIMMER CUT BLOCK TO FACE OF WALL EDGE MAX AND (1) KING STUD (MATCH WIDTH OF POST ABOVE) p NEED NOT COMPLY WITH w DIST LOAD BEARING WALLS OREGON THIS DETAIL 14 �t EDGE DIST OPENING WIDTH HEADER SILL TRIMMER KING STUD - - - - - - - - - �ft.� 0'-0"TO 4-0" 4x8 (2)2x (1)2x (1)2x �11�:06-30-2D/9 w _ C7 FT w ¢Z 4'-1"TO 6'-0" 4x10 (2)2x (1)2x (1)2x X-CONT RIM JOIST - - --- - _ z¢ 2 FLOOR JOIST BEYOND, REF PLAN NOTES: a LL 6'-1"TO 8'-0" 6X10 (2)2x (1)2x (2)Zx 1. DO NOT INSTALL NON-BEARING PARTITIONS UNTIL FLOOR DEAD N w LOAD IS IN PLACE. POST OR DBL STUD BELOW 2. MAX WALL HEIGHT= 14FT. CONTACT EOR IF CONDITIONS VARY. DGE DIST V-1"AND LARGER REF PLAN (MATCH SIZE UNO)ALIGNED W/POST ABOVE F R O E L I C H o DIST w NON-LOAD BEARING WALLS EN G I N E E R S A 17700 SW Upper Boones Ferry Rd. (9 EDG o o OPENING WIDTH HEADER SILL TRIMMER KING STUD Suite#115 10 CONTINUOUS POST LOAD PATH FLOOR TOPPING, w w Portland, Oregon 97224 (2)2x (1)2x (1)2x Portland, OR. I Bend, OR. I Denver, CO. 56.00 1" = 1'-0' SIMPSON DTC REF PLAN DIST - ° Office: (503)624-7005 @ 24"OC, MAX EDGE 0'-0"TO 4'-0" (2)2x4 ADD 6x6 PLYWOOD WEB FILLER SIMPSON DTC Froelich-engineers.com I FE# 17-TO52 FLOOR TOPPING, REF FOR HARDWARE ATTACHMENT @ 24"OC MAX 4'-1"TO 6'-0" (2)2x6 (2)2x (1)2x (1)2x PLANA BUILT-UP FASTENER SIZE FASTENER FASTENER FASTENER ROWS OF BEAM, REF PLAN r MEMBER SPACING END DIST EDGE DIST FASTENERS SHEATHING, REF PLAN 6'-1"TO 8'-0" (2) 2x8 (2)2x (1)2x (1)2x (2)2x4 0.148" DIA x 3" NAIL 8" 2.5" 1"-1.5" 1 -STAGGER .U 8'-1"AND LARGER REF PLAN L (2) 0.131"DIA x 2 (3)2x4 0.148" DIA x 4 1/2" NAIL 8" 2.5" V-1.5" 1 -STAGGER �0 1/2" NAILS EACH END (4)OR MORE 2x4 1/2" DIA BOLT 9" 4" 1.5" 1 -STAGGER �1 WINDOW/DOOR HEADER DETAIL AND SCHEDULE Q (2)2x6 0.148"x 3" NAIL 8" 2.5" 1"-1.5" 2 1/4" GAP, AFTER 1/4" GAP,AFTER FLOOR JOIST, (3)2x6 0.148" DIA x 41/2"NAIL 8" 2.5" 1 V-1.5" 2 S6.00 1 1/2" = 1'-0" FLOOR DEAD LOAD FLOOR FLOOR DEAD LOAD REF PLAN (4)OR MORE 2x6 1/2" DIA BOLT 9" 4" 1.25" 2 NOTES: O JOIST, 1. "A" DENOTES CLEAR DISTANCE FROM TOP OF PIPE TO TOP OF PENETRATION IS IN PLACE IS IN PLACE REF PLAN NOTES: 2. DEPTH "A" IS BASED UPON A MAX MOISTURE CONTENT OF 19%AT TIME OF INSTALLATION OF PLUMBING PLACE NAIL NO 1. WALL SHEATHING OR GYP BOARD FASTENERS SHALL BE STAGGERED TO EACH STUD IN BUILT-UP 3. HOLE DIAMETER+ "A" SHALL NOT EXCEED ALLOWABLE HOLE SIZES IN STRUCTURAL MEMBERS SHOWN IN DETAIL 3/S6.00 A. LOWER THAN MID NON-BEARING NON-BEARING 2x4 BLOCK @ MEMBER. 4. LOCATION OF HOLES IN STRUCTURAL MEMBERS(STUDS, JOISTS, BLOCKS, ETC.) SHALL BE REF DETAIL 3/S6.00 AND GENERAL CV SLOT, LEAVE 1/16" PARTITION WALL, PARTITION WALL, CLIP, NOTCH AT 2. NAILS AND SCREWS SHALL BE INSTALLED FROM ALTERNATING FACES OF THE BUILT-UP MEMBER. STRUCTURAL NOTES O U ti I-JOIST, REF PLAN I-JOIST, REF PLAN TYP BOTTOM CHORD BETWEEN CLIP AND TYP OF JOIST 3. BOLTS SHALL HAVE STANDARD CUT WASHERS BETWEEN WOOD AND BOLT HEAD AND NUT HEAD. / O NAIL HEAD, TYP 4. FASTENERS SHALL BE SUFFICIENTLY DRIVEN (OR TIGHTENED)TO ENSURE ALL WOOD V) HANGER AND WEB STIFFENER LAMINATIONS ARE IN FULL CONTACT. "A" FLOOR LEVEL (IF REQUIRED), REF PLAN AND PERPENDICULAR PARALLEL 5. 0.220" DIA SIMPSON SDWS SCREWS OF SAME LENGTH MAY BE SUBSTITUTED FOR NAILS W/9" V 2ND JOIST SCHEDULE SPACING AND 4" END DIST. AS PER FOOTNOTE 2, SCREWS SHALL BE INSTALLED FROM ¢ _ ALTERNATING FACES OF THE BUILT-UP MEMBER. 1/2" 1ST i1• }a (gyp W t� Q.00 WOOD I-JOISTS TO BEAM 8 NON-BEARING PARTITION WALLS AT FLOOR 5 BUILT-UP WOOD POSTS 2x STUD WALL, 1" = 1'-B" 56.00 1" = 1'-B" 56.00 1" = 1'-O" REF PLAN CU 1 3/4"MIN BRG AT"L"TRUSSES > 2 3/4" MIN BRG AT"W'TRUSSES Q O ti BLOCKING OR 5 RIM JOIST, REF PLAN FRAMING MEMBERS EDGE NAILING TO BLOCKING/ ¢ , O ROOF JOIST DRAG STRUT 3:C 3 ae f� L M M CU g 2x BLKG N -IT F- - - - - - - - - - • - - _ - - V! O to Ln SECTION A-A DBL TOP PL/DRAG - I I I I I I 1 1 I j l l 7 STRUT AT EXTERIOR I I I I I I I I I DOUBLE TOP PLATE FLOOR JOIST, REF PLAN PANEL EDGE NAILING TO BLKG - SHTG, REF PLAN 2x4 CONT BLOCKING W/ EDGE NAILING I I I I I I (2) ROWS OF 0.148" DIA x TO BLOCKING r 3" NAILS AT 10"OC A A DRAG STRUT I I I I I I I ;•:.:.r• .. ..:•�;:... ... II II 11 I II II . 1 LI I •I G I 2 TYPICAL OVERSIZED HOLE FOR WOOD SHRINKAGE FIELD NAILING I I I I I I I S6.00 1" = 1'-0" I I I I I I NOTES: - I I I I I I 1. "W' INDICATES WIDTH OR DEPTH OF MEMBER 2. ALL HOLES SHALL BE DRILLED, NOT SAWN B u I 3. ALL NOTCHES TO HAVE CORNERS PRE-DRILLED OVERCUTS OVERSIZED NOTCH OR ° I i I•I I WILL NOT BE ALLOWED XHOLE IN SILL PLATE ^ EDGE NAILING I I I I I 4" 4" 51/2" 9" 1'-0" 6" (v' BEAM, REF PLAN OPEN WEB TRUSSES, AT SIM CONDITION JOIST I I I I I I I I I LD C REF PLAN ON ONE SIDE OF BEAM IS - -I - C PARALLEL WITH BEAM - - - y - _ = y = _ _ 3 o LNOTES:JOIST MAY BE OFFSET IF NEEDED FOR THE REQUIRED BEARING I I .I I r I I I ADDITIONAL ANCHOR ROD EACH O BLOCKING WHERE I I I I SILL OR SOLE PLATE - PLAN VIEW REF SCHEDULE DISTANCES SHOWN ABOVE (9" MAX). REQ'D, REF PLANS I I SIDE OF NOTCH OR HOLE 2. AT SLOPING ROOF LOCATIONS JOIST SEATS SHALL BE WEDGED I I I I I BELOW AS REQD TO MATCH THE ROOF SLOPE(TYP). I I I I 3„ �, SIMPSON RPS28, MAn U I I EACH PLATE 1'-4"MIN 1'-0"MIN 12 OPEN WEB TRUSS TO BEAM I I I I I phase PERMIT SET 11 II II 11 II ss.0o 3/4" = 1'-0" ( I r 1 I Ey j'I j j 'll I 'I date FEB 08, 2019 BLOCKED EDGEESS O EDGE NAILING DOUBLE TOP PLATE - PLAN VIEW REF SCHEDULE I PANEL EDGE BELOW 0o WHERE REND ON I I I I I I I I I w revisions NAILING TO BLKG PLANS AND DETAILS y wI I I I I II SIMPSON SS1.5ATALL 6 2x CONT BLOCKING W/(2) SHTG, REF PLAN I I NOTCHES UP TO 2 3/8" ROWS OF 0.148" DIA x 3" DIA I I I ° I ° j NAILS AT 10" OC MIN 11 r 11 II N I I I I N CL e- r � 11 II REF SCHEDULE � SHEAR WAL SE EDGE NAILING AND DRAG STRUTS, LINO ROOF OR FLOOR SHEATHING,AT ALL INTERIORI CLR BELOW LO LO REF PLAN SIMPSSOLID SAWN JOIST ELEVATION I I ;p R S28ON (REF MANUFACTURER'S REQUIREMENTS FOR I-JOIST) project# 116055 � I-JOIST, I I ALLOWABLE SIZES OF DRILLED HOLES C REF PLAN I WOOD FRAMING DETAILS N MAXIMUM HOLE E HANGER AND WEB I MEMBER DIAMETER v OPEN WEB TRUSS, STIFFENER (IF REQUIRED), I I W/3 Q O REF PLAN REF PLAN AND JOIST STAGGER HORIZONTAL MAX TOP PLATE SCHEDULE PANEL JOINTS SILL PLATE W/3 �Q BEAM, REF PLAN STUD ELEVATION SOLE PLATE �< JOIST W/8S6OO m L ■ D 13 OPEN WEB TRUSS AND WOOD I-JOIST TO BEAM 6 SHEATHED FLOOR OR ROOF DIAPHRAGM 3 ALLOWABLE HOLES AND NOTCHES IN WOOD FRAMING - - - _ �� ss.00 3/4" = 1'-0" ss.00 1" = 1'-0" ss-00 1 1'-0" WHERE SHEAR WALL SHEATHING IS REQUIRED ON BOTH SIDES OF WALL: 2x KING STUDS EACH SIDE OF POST W/(12) 1. INSTALL UPPER 24"OF SHEATHING PRIOR TO JOIST. 2x STUD WALL, REF PLAN 0.148"x 3"NAILS TO BEAM AND 0.148"x 3" 2. PROVIDE BLOCKING PER SHEAR WALL SCHEDULE AT SHEATHING SPLICE. NAILS @ 6"OC STAGGERED TO POST 3. INSTALL REMAINING SHEATHING AFTER WALL IS COMPLETED. (ELECTRICAL, DBL SOLE PL W/SIMP SDWS 0.220" SIMPSON MSTC40 STRAP PLUMBING, INSULATION, ETC.) DIA x 8" SCREWS AT 12" OC LINO SIMPSON MSTC40 STRAP EQ EQ SIMPSON A35 FROM TOP PL CENTERED ON BEAM W/ (REF SHEAR WALL SCHEDULE) BEAM TO TOP PL, REF PLAN - TO KING STUD EACH SIDE (46)0.148" DIA x 3 1/4" NAILS WALL SHEATHING, REF 2x BLKG BETWEEN - - z - I C PLAN AND SHEAR WALL TRUSSES W/0.148" DIA x 3" SCHEDULE NAILS 6"OC TO TOP PL - - 2x STUD WALL REF PLAN T FLOOR TOPPING, REF PLALA N Z 2x SOLE PL(SINGLE SIDE), 3x SOLE WALL PANEL EDGE CONTINUOUS DBL TOP DBL TOP PL :3 m WALL SHEATHING, REF PL(DOUBLE SIDE)W/SIMP SDWS NAILING, REF SHEAR WALL FLOOR SHEATHING, REF PLAN PL, REF 7 / S6.00 FOR z J PLAN AND SHEAR WALL 0.220" DIA x 6"SCREWS AT 16"OC SCHEDULE SPLICE CONNECTION SCHEDULE LINO(REF SHEAR WALL SCHEDULE) w = 0.148" DIA x 3" NAILS w O WALL PANEL EDGE AT 4" OC TO BLKG w ¢ NAILING, REF SHEAR _ z WALL SCHEDULE FLOOR TOPPING, REF PLAN �a p BEAM, F- REF PLAN WALL SHEATHING, i0 BEAM, REF PLAN 3 REF PLAN AND SHEAR Z 1/2"MIN (1" MAX)GAP WALL SCHEDULE Q m IN SHEATHING TFOOR SHEATHING, REF PLAN �= Z J IBI W Q CONTINUOUS DBL TOP OOR JOIST, REF PLAN 6x SOLID POST RIPPED TO C7 3 PL, REF 7 / S6.00 FOR 2x STUD WALL, Lu = SPLICE CONN MATCH BEAM WIDTH REF PLAN \� SIMPSON ST22 STRAP U s14 BEAM POCKET IN WALL w Q 1 xOCKING AT EACH END OF BM ¢ AT 48"OC a p OPEN WEB TRUSS, REF PLAN 2x KING STUD POST, REF PLAN 2x KING STUDS EACH SIDE OF POST W/(6) Dull Olson Weekes - IBI Group 2x STUD WALL, REF PLAN CONTINUOUS DBL TOP 0.148"x 3" NAILS TO BEAM AND 0.148"x 3" 2 i WALL PANEL EDGE NAILING, PL, REF 7 / S6.00 FOR ALIGN STUD UNDER EACH Architects, Inc. SPLICE CONNECTION OPEN WEB TRUSS NAILS @ 6"OC STAGGERED TO POST SIMPSON MSTC40 STRAP SHEAR WALL SCHEDULE - CENTERED ON BEAM W/ 3 SIMPSON A35 FROM TOP PL TO KING STUD EACH SIDE (46)0.148" DIA x 3 1/4" NAILS 907 SW Stark Street Portland OR 97205 28 EXTERIOR WALL MODIFIED BALLOON FRAMING - JOISTS PARALLEL K24 OPEN WEB TRUSS TO INTERIOR WALL - TRUSS PERPENDICULAR r2O'*%N WOOD BEAM DRAG STRUT • • • • • • • . • • • • . • • • • • • • • USA ss.01 1" = 1'-o" s6.01 1" = 1'-0" ss.ot 1" = 1'-0" tel 503 226 6950 fax 503 273 9192 DBL TOP PL www.dowa-ibigroup.com www.ibigroup.com WHERE SHEAR WALL SHEATHING IS REQUIRED ON BOTH SIDES OF WALL: 1. INSTALL UPPER 24"OF SHEATHING PRIOR TO JOIST. WHERE SHEAR WALL SHEATHING IS REQUIRED ON BOTH SIDES OF WALL: 2. PROVIDE BLOCKING PER SHEAR WALL SCHEDULE AT SHEATHING SPLICE. 1. INSTALL UPPER 24"OF SHEATHING PRIOR TO JOIST. 3. INSTALL REMAINING SHEATHING AFTER WALL IS COMPLETED, 2. PROVIDE BLOCKING PER SHEAR WALL SCHEDULE AT SHEATHING SPLICE. (ELECTRICAL, PLUMBING, INSULATION, ETC.) 3. INSTALL REMAINING SHEATHING AFTER WALL IS COMPLETED. S�+eIUCTIJ (ELECTRICAL, PLUMBING, INSULATION, ETC.) 'C D PRQF� - - BEAM. 2x STUD WALL, REF PLAN 2x STUD WALL, REF PLAN REF PLAN � 81 DBL SOLE PL W/SIMP SDWS 0.220" DIA x 8"SCREWS AT 12"OC LINO DBL SOLE PL W/SIMP SDWS 0.220" (REF SHEAR WALL SCHEDULE) w DIA x 8" SCREWS AT 12"OC LINO OREGON p 2x STUD WALL REF PLAN WALL SHEATHING, REF 2x BLKG BETWEEN O (REF SHEAR WALL SCHEDULE)z Qy' 1""4P WALL SHEATHING, REF PLAN AND SHEAR WALL TRUSSES W/0.148"DIA x 3" Q WALL SHEATHING, REF 2x BLKG BETWEEN 2x SOLE PL(SINGLE SIDE), 3x SOLE - POST, REF PLAN (EITHER SOLID POST OR MULTI- p > PLAN AND SHEAR PL(DOUBLE SIDE)W/SIMP SDWS SCHEDULE NAILS AT 6"OC TO TOP PL ¢ w PLAN AND SHEAR WALL TRUSSES W/0.148" DIA x 3" Z PLY 2x, SHIM WITH UP TO 1/2" PLYWOOD) REF EXPIRES:08.30-2Gj ¢ SCHEDULE NAILS AT 6"OC TO TOP PL z O WALL SCHEDULE 0.220" DIA x 6" SCREWS AT 16"OC FLOOR TOPPING, REF PLAN w � 5 / S6.00 FOR LAMINATING REQUIREMENTS Q LINO(REF SHEAR WALL SCHEDULE) a = FLOOR TOPPING, REF PLAN a WALL PANEL EDGE w o z FLOOR SHEATHING, REF PLAN Lu ¢ NAILING, REF SHEAR WALL w ¢ WALL PANEL EDGE FLOOR SHEATHING, REF PLAN 15 BEAM POCKET IN WALL p WALL PANEL EDGE SCHEDULE z¢O NAILING, REF SHEAR W = - a r WALL SCHEDULE U NAILING, REF SHEAR FLOOR TOPPING, REF PLAN W ¢ WALL SCHEDULE Z g FLOOR SHTH, REF PLAN a O - Z 2 CENTOUSAT FLPING OOR 7O ¢ w 1/2"MIN (1" MAX) FROELICH Z m GAP IN SHEATHING FLOOR SHEATHING, SIMPSON STRAP ENGINEER 5 S w 17700 SW Upper Boones Ferry Rd. Z O REF PLAN PER PLAN pp ry Z W o ¢ Suite#115 W w= CONTINUOUS DBL Portland, Oregon 97224 (503) 24-705 w ¢ p z Portland, OR6� Ber°d, OR I Denver, CO. 1 FLOOR JOIST, REF PLAN w U TOP PL, REF 7 / S6.00 p ¢ ¢ PLAN FOR SPLICE froelichen ineers.com FE# 17-TO52 o = HANGER AND WEB STIFFENER a 2 CONNECTION 9 O CONTINUOUS DBL TOP (IF REQUIRED), REF PLAN AND F- FLOOR JOIST, REF PLAN CONTINUOUS DBL TOP PL, JOIST SCHEDULE z ¢ PL, REF 7 / S6.00 FOR 2 WALL SHEATHING ANDBLOCKING ¢ SPLICE CONN HANGER AND WEB STIFFENER REF 7 / S6.00 FOR SPLICE NAILING, REF PLAN AND a O CONNECTION WALL PANEL EDGE NAILING, SHEAR WALL OPEN WEB TRUSS, REF PLAN IN Z CLIPS ~ i (IF REQUIRED), REF PLAN AND }� 1 JOIST SCHEDULE REF PLAN SCHEDULE ALIGN STUD UNDER EACH REF PLAN ■ WALL SHEATHING, REF OPEN WEB TRUSS FOR L 2 I 2X STUD WALL, REF PLAN PLAN AND SHEAR WALL 3 ALIGN STUD UNDER EACH SCHEDULE OPEN WEB TRUSS JOIST SIZE -0-0 3 WALL PANEL EDGE NAILING, AND SPACING N REF SHEAR WALL SCHEDULE Q 29 INTERIOR WALL MODIFIED BALLOON FRAMING 25 OPEN WEB TRUSS SINGLE CHORD AND I-JOIST TO INTERIOR WALL - TRUSS PERPENDICULAR 21 OPEN WEB TRUSS (SINGLE CHORD) TO EXTERIOR WALL - TRUSS PERPENDICULAR 16 DRAG STRAP TO BLOKCING ss.01 1" = 1'-0" ss.01 1" = 1'-0" ss.o1 111 = 11-01, ss.01 WHERE SHEAR WALL SHEATHING IS REQUIRED ON BOTH SIDES OF WALL: O WHERE SHEAR WALL SHEATHING IS REQUIRED ON BOTH SIDES OF WALL: 1. INSTALL UPPER 24"OF SHEATHING PRIOR TO JOIST. N 1. INSTALL UPPER 24" OF SHEATHING PRIOR TO JOIST, 2. PROVIDE BLOCKING PER SHEAR WALL SCHEDULE AT SHEATHING SPLICE. O U ti 3. INSTALL REMAINING SHEATHING AFTER WALL IS COMPLETED. 2. PROVIDE BLOCKING PER SHEAR WALL SCHEDULE AT SHEATHING SPLICE. O� 3. INSTALL REMAINING SHEATHING AFTER WALL IS COMPLETED. (ELECTRICAL, PLUMBING, INSULATION, ETC.) 2x STUD WALL, REF PLAN (ELECTRICAL, PLUMBING, INSULATION, ETC.) DBL SOLE PL W/SIMP SDWS 0.220" O DBL SOLE PL W/SIMP SDWS 0.220" 2x STUD WALL, REF PLAN DIA x 8" SCREWS AT 12"OC LINO }r - DIA x 8"SCREWS AT 12"OC LINO (REF SHEAR WALL SCHEDULE) CU (REF SHEAR WALL SCHEDULE) 2x BLKG BETWEEN 2x BLKG BETWEEN O 2x STUD WALL, REF PLAN WALL SHEATHING, REF PLAN CU TRUSSES " CTO0. DIA x 3" Z TRUSSES W/0.148"DIA x 3" ~ NAILS AT 6"OC TO TOP PL � WALL SHEATHING, REF NAILS AT 6"OC TO TOP PL � � WALL SHEATHING, REF 2x SOLE PL (SINGLE SIDE), 3X SOLE AND SHEAR WALL SCHEDULE Q PLAN AND SHEAR WALL = > FLOOR TOPPING, REF PLAN ■� PLAN AND SHEAR PL(DOUBLE SIDE)W/SIMP SDWS WALL PANEL EDGE w SCHEDULE 0.148" DIA x 3" NAILS AT 4"OC TO BLKG 00 '9*- FLOOR SHEATHING, REF PLAN C9 WALL SCHEDULE 0.220" DIA x 6" SCREWS AT 16"OC NAILING, REF SHEAR WALL p = FLOOR TOPPING, REF PLAN �- O O LINO(REF SHEAR WALL SCHEDULE) SCHEDULE w U ` ti d Q w WALL PANEL EDGE /� O 0.148" DIA x 3" NAILS 0.148" DIA x 3" NAILS AT z 0NAILING, REF SHEAR WALL FLOOR SHEATHING, REF PLAN ♦� Ch C'7 WALL PANEL EDGE AT 4" OC TO BLKG 4"OC TO BLKG ¢a ¢ SCHEDULE w �t qqt NAILING, REF SHEAR WALL SCHEDULE FLOOR TOPPING, REF PLAN ,... .. ,,r,.: 17 _DETAIL NOT USED - 0) LO CD O CIO LO LO . . . .,., . ..: .:.. Z 2x FLAT BLKG AT 48"OC w 1/2"MIN (1" MAX) .f CONTINUOUS z = m GAP IN SHEATHING DBL TOP PL, W U NOTES: FLOOR OR ROOF SHEATHING, FLOOR SHEATHING, REF PLAN O ¢ CONTINUOUS DBL TOP 1. FLOOR FRAMING NOT SHOWN FOR REF PLAN REF 7 / S6.00 am PL, REF 7 / S6.00 FOR CLARITY, REF PLANS FOR SPLICE w BEAM, REF PLAN FLOOR JOIST, REF PLAN _1 O SPLICE CONNECTION 2. CONTRACTOR'S OPTION TO CONNECTION w F FLOOR JOIST, REF PLAN z SUBSTITUTE BUILT-UP COLUMN CAP W/ 1 a SIMPSON ECCO COLUMN CAP CONTINUOUS DBL TOP HANGER AND WEB STIFFENER 2x FLAT BLKG AT 48"OC _ _ PL, REF 7 / S6.00 FOR 2x4 FLAT BLOCKING (IF REQUIRED), REF PLAN AND AT 48"OC WALL SHEATHING, REF PERPENDICULAR BEAM AND \ / SPLICE CONN 2 JOIST SCHEDULE PLAN AND SHEAR WALL OPEN WEB TRUSS, REF PLAN HANGER AS OCCURS, REF PLAN \ I 1 1/2" i 1 i SCHEDULE 5 /2' WALL PANEL EDGE NAILING, 3 WALL PANEL EDGE NAILING, REF PLAN TYP, EE V 2 j� SHEAR WALL SCHEDULE AS1/4 R 3 3/4 OF TYP TRUSS 3/4 OF TYP TRUSS EDGES ADT 0 \ V 2X STUD WALL, REF PLAN I- SPACING,MIN SPACING, MIN WELDS \ U \ 30 S6.01 o1 INTERIOR WALL MODIFIED BALLOON FRAMING - JOISTS PARALLEL s2601 OPEN WEB TRUSS (SINGLE CHORDLND 1-JOIST TO INTERIOR WALL - TRUSS PARALLEL - s22 s o1 OPEN WEB TRU�SINGLE CHORD) EXTERIOR WALL - TRUSS PARALLEL 1/4 I I BEAM W/(4) 30F4"CH SIDE OF IA BOLTS D E E: U WHERE SHEAR WALL SHEATHING IS REQUIRED ON BOTH SIDES OF WALL: (3) SIDES I BEARING PL3/8x9x AS REQUIRED 1. INSTALL UPPER 24" OF SHEATHING PRIOR TO JOIST. 1/4 2. PROVIDE BLOCKING PER SHEAR WALL SCHEDULE AT SHEATHING SPLICE. I STEEL COLUMN, REF PLAN O 3. INSTALL REMAINING SHEATHING AFTER WALL IS COMPLETED. (ELECTRICAL, PLUMBING, INSULATION, ETC.) c N 2x STUD WALL, REF PLAN L U DBL SOLE PL W/SIMP SDWS 0.220" K18 ECCENTRIC COLUMN CAP AT HSS COLUMN phase PERMIT SET O NO UPPER WALL AT DIA x 8"SCREWS AT 12"OC LINO 56.01 1" = 1'-o" SIM CONDITION (REF SHEAR WALL SCHEDULE) 2X STUD WALL REF PLAN L 2x SOLE PL(SINGLE SIDE), 3x SOLE WALL SHEATHING, REF 2x BLKG BETWEEN PLAN AND SHEAR WALL z TRUSSES W/0.148" DIA x 3" CENTER BEAM SPLICE FLOOR OR ROOF SHEATHING, ate FEB , 2019 O > PL(DOUBLE SIDE)W/SIMP SDWS SCHEDULE NAILS AT 6"OC TO TOP PL OVER CL OF COLUMN 1" MAX � z O 0.220" DIA x 6"SCREWS AT 16"OC GAP REF PLAN I Zi m WALL SHEATHING, REF LINO REF SHEAR WALL SCHEDULE) FLOOR TOPPING, REF PLAN PERPENDICULAR BEAM AND :;z ( HANGER AS OCCURS, REF PLAN BEAM, REF PLAN �eVISI0f1S PLAN AND SHEAR WALL �I SCHEDULE WALL PANEL EDGE FLOOR SHEATHING, REF PLAN NAILING, REF SHEAR WALL i W U WALL PANEL EDGE FLOOR TOPPING, REF PLAN SCHEDULE +�- w ~ NAILING, REF SHEAR SHOWN NOTES: '• ' \ 1. FLOOR FRAMINGNOT WALL SCHEDULE I FOR CLARITY, REF PLANS U z FLOOR SHEATHING, REF PLAN \ / b a. O NI FLOOR TOPPING, REF PLAN F ~ 1 1/2" $" \ / 31' 1 1/2" 2. CONTRACTOR'S OPTION TO _ TYP, EASE SUBSTITUTE BUILT-UP COLUMN CAP ICU FLOOR SHTH, REF PLAN EDGEOOD D I a (off I W/SIMPSON CCO COLUMN CAP Z OJ 1/2" MIN (1" MAX)GAP - WELDS S AT 1/4 I II / II \ p ;i! m IN SHEATHING II \I C) ww7 Q CONTINUOUS DBL TOP # 16055 PL, REF 7 / S6.00 FOR project y w = SPLICE CONN I I BEAM W/(4"3E4'CDIA BDOELTS WOOD FRAMING DETAILS c w ¢ FLOOR JOIST, REF PLAN E ¢ 1 HANGER AND WEB STIFFENER CONTINUOUS DBL TOP PL, REF OPEN WEB TRUSS, REF PLAN 1/4 o O 7 / S6.00 FOR SPLICE CONNECTION i BEARING PL3/8x16x AS REQUIRED v F (IF REQUIRED), REF PLAN AND Q O JOIST SCHEDULE ALIGN STUD UNDER EACH FLOOR JOIST, OPEN WEB TRUSS I STEEL COLUMN, REF PLAN i j� REF PLAN 2 2x STUD WALL, REF PLAN WALL SHEATHING, REF PLAN � 0 3 AND SHEAR WALL SCHEDULE �UHEADER, REF PLAN WALL PANEL EDGE NAILING, .-� REF SHEAR WALL SCHEDULE S6mOl L 31 FLUSH HEADER 27 EXTERIOR WALL MODIFIED BALLOON FRAMING 23 OPEN WEB TRUSS (SINGLE CHORD) TO INTERIOR WALL - TRUSS PERPENDICULAR 19 COLUMN CAP AT HSS COLUMN - BEAM DISCONTINUOUS ss.o1 1" = 1'-0" ss.o1 1" = 1'-0" ss.ot 1" = 1'-0" �J NOTE: WOOD WALL WHERE PURLINS NOT SHOWN FOR CLARITY OCCURS (DOES NOT OCCUR 1 AT SIM CONDITION) 2x SOLE PL W/0.220" DIA x 5" EDGE NAILING - - SIMPSON SDWS SCREWS CENTER BEAM SPLICE AT 12" OC TO BLKG OVER CL OF POST CEMENTITIOUS TOPPING SLAB FLOOR SHEATHING WALL SHEATHING, REF PLAN CONC SLAB ON GRADE, FLOOR JOIST AND SHEARWALL SCHED REF PLAN FLOOR SHEATHING - 3x BLKG ROOF OR FLOOR 1/2" MAX SHEATHING, REF F711 r FULL HIGHT STUDS, REF PLAN GAP PLAN FLOOR PANEL EDGE NAILING CEMENTITIOUS TOPPING SLAB CONT DOUBLE TOP PL SIMPSON H8 TIE AT 48"OC ZD FLOOR SHEATHING, REF PLAN \ FROM FLR JOIST TO STUD N WOOD STUD WALL, I ` REF PLAN \ • I � CONC RETAINING WALL, _ FLOOR JOIST, REF PLAN 2x CONT BLKG BETWEEN STUDS REF PLAN I B I (00 FLOOR JOIST, REF PLAN 1 1 SIMPSON HUFT HANGER BEAM, REF PLAN SIMPSON CCQ COLUMN CAP OR DIA x 5" SDS SCREWSWS EQUALLYLLY 2x LEDGER W/(3) N APPROVED EQUAL Dull Olson Weekes - IBI Group EQ SPACED TO EACH STUD POST, Architects, Inc. REF PLAN - PT 4x12 DF LEDGER WITH (2) 3/4" DIA HOT DIPPED GALV THREADED RODS AT 12"OC AND WITHIN 6"OF ENDS/ JOINTS (2" MIN) EPDXY WITH SIMPSON 907 SW Stark Street Portland OR 97205 I SET-XP ADHESIVE WITH 7" EMBEDMENT USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com 44 OPEN WEB JOIST TO STUD WALL 40 FLOOR JOIST TO FULL HIGHT STUD WALL 36 COLUMN CAP AT WOOD POST - BEAM DISCONTINUOUS 32 FLOOR JOIST FRAMING INTO RETAINING WALL www.ibigroup.com k se.o2 1" = 1'-0" ss.oz 1" = 1'-0" ss.02 1" = 1'-0" s102 1" = 1'-0" CTUp�- ��t" PAp/r�� ' EDGE NAILING POST WHERE SUPPORTING WOOD WALL WHERE 61 POSTABOVE OCCURS (DOES NOT OCCUR 0.148" DIA x 2 1/2" NAILS AT SIM CONDITION) AT 4"OC TO BLKG POST WHEREp�pN SUPPORTING KING STUDS NOTE: CEMENTITIOUS TOPPING SLAB POST ABOVE PURLINS NOT SHOWN FOR CLARITY FLOOR SHEATHING �FcpaYA, � CONC SLAB ON GRADE, - 2x4 FLAT BLKG AT 24"OC(1ST BAY) EXPIRES:{)B 30j 9 SIMPSON A35 CLIPS, TYP REF PLAN I I 11 ROOF OR FLOOR (8)0.148"x3" NAILS FLOOR JOIST HEADER SPLICE, I HEADER, REF PLANT TO HEADER SHEATHING, REF WHERE OCCURSI kPLAN7e7l CONCRETE TOPPING, REF PLAN BEAM, REF PLAN SLAB ON GRADE, REF PLAN FLOOR SHEATHING, REF PLAN SIMPSON SIMPSON ECCQ COL CAP TRIMMER STUDS io • CCQ COL CAP \ FROELICH WINDOW OPENING POST, REF PLAN N ENGINEERS S • 17700 SW Upper Boones Ferry Rd. Suite#115 • POST, REF PLAN (2)2x SILL Portland, Oregon 97224 CIOT&G DECKING, REF PLAN DOOR _ _ CONC RETAINING WALL, Office: (5031624-7005 to to AT SIM CONDITION) (DECKING SPANS PARALLEL OPENING REF PLAN Froelich engn eeBs.comOIRFE# 17 T052O RETAINING WALL, iv REF PLAN SIMPSON ECCQ PT 4x12 LEDGER W/(2)3/4" DIA COLUMN CAP • HOT DIPPED GALVANIZED 10 THREADED RODS AT 12"OC. L WOOD POST, PT 4x12 DF LEDGER WITH DIA EPDXY W/SIMPSON SET-3G W/ 7" EMBEDMENT REF PLAN HOT DIPPED GALV THREADED RD RODS AT 18"OC AND WITH 6" OF ENDS/JOINTS v (2" MIN) EPDXY WITH SIMPSON SET-XP Qr ADHESIVE WITH 7" EMBEDMENT 45 FLOOR FRAMING AT RETAINING WALL __ _ 41 HEADER AT CLASSROOMS 37 ECCENTRIC COLUMN CAP AT WOOD POST33 FLOOR JOIST FRAMING PARALLEL TO RETAINING WALL 0 ss.oz 1 ss.02 1 — 1 -0 ss.o2 1" = 1'-0" ss.oz 1/2" = 1'-0" " — " " — " 0 FLOOR PANEL EDGE NAILING O U 2x PT RIM ^ O SIMPSON A35 CLIP AT 24"OC WOOD WALL WHERE v J FLOOR SHEATHING NOTE: OCCURS(DOES NOT OCCUR 1. FE HAS ONLY PROVIDED AT SIM CONDITION) SIMPSON HDU2 ANCHOR EACH SIDE ADDED MEMBERS IN WALL FOR }0CIO OF JOIST AT48"OC W/5/8" DIA HDG HOOP ATTACHMENT. EDGE NAILING CIO THREADED ROD EPDXY W/SIMPSON 2. EQUIPMENT ATTACHMENT TO SET-EX ADHESIVE W/5" EMBEDMENT WOOD BY MANUF. CEMENTITIOUS TOPPING SLAB �— NOTES: 4. SCREW ANCHOR SPACING& CONC SLAB ON GRADE, FLOOR SHEATHING N 1. FLOOR FRAMING NOT SHOWN FOR CLARITY, REF PLANS LOCATIONS, REF MANUF. REF PLAN > 2. CONTRACTOR'S OPTION TO SUBSTITUTE BUILT-UP WOOD AND FLOOR JOIST Q O ti COLUMN CAP W/SIMPSON CCO COLUMN CAP OR~ EQUIPMENT, REF MANUF O O qI PERP BEAM W/SIMPSON GILT ' 0-) _ �_ HANGER (TOP FLANGE OFFSET) BEAM, REF PLAN �� M M C 2" 2" iv STUD WALL, REF PLAN & C.0 LO LO_ SHEAR WALL SCHEDULE OO Oo TYP, EASE - — +- 1:-_ ioWOOD EDGES OO OO 1/4 AT WELDS WOOD AND EQUIPMENT, REF MANUF PROVIDE DBL CONC RETAINING WALL, - FLOOR JOIST, REF PLAN REF PLAN STUDS B HANGER BY JOIST PL1/4x9x1'-0" EACH SIDE OF 4x12 PT LEDGER W/(2) 3/4" DIA HDG BASKETBALL HOOP MANUFACTURER (6 SETS TOTAL) BEAM W/(4)3/4" DIA BOLTS THREADED RODS AT 12"OC AND W/6" 1/4 I FROM ENDS/JOISTS EPDXY W/ LEDGER BEARING PL3/8x12x AS REQUIRED SIMPSON SET-XP ADHESIVE W/5" EMBEDED REF 32/S6.02 STEEL COLUMN, REF PLAN (E)CONC WALL B 46 FLOOR BEAM AT HSS COLUMN 42 FLOOR JOIST FRAMING TO EXTG CONC WALL 38 GYMNASIUM - WALL MOUNTED BACKSTOP CONNECTION TO STUD WALL 34 WOOD MOIST FRAMING INTO RETAINING WALL ss.02 1" = 11-011 \ss.o2 1" = 1'-0" — ss.0z 1/2" = l'-O" ss.02 1" = 1'-0" D E E U CEMENTITIOUS TOPPING SLAB, REF PLAN FLOOR PANEL FLOOR SHEATHING, REF PLAN EDGE NAILING, TYP GUARD RAIL, c REF 28 / S4.11 rn CONC SLAB, REF PLAN FLOOR JOIST, REF PLAN CL 1\1 EXTEND STUDS TO TOP PL U FLOOR PANEL EDGE NAILING, TYP / FIRE WALL BY OTHERS REF ARCH phase PERMIT SET N FLOOR BEAM, STUD WALL REF PLAN 2 SIMPSON H8 TIE @ 24"OC i II �^ � \ � I REF PLAN 2x SOLE PL WITH O FACE NAIL(2)0.148"x 3" NAILS STUD WALL REF 0.148"x 3" NAILS E �� AT 4"OC EACH SIDE OF GL SIMPSON HDU2 ANCHORS AT 48"OC I I \ / PLAN AT 6"OC TO date FEB 08, 2019 W/5/8" DIA HDG THREADED RODS @ HEADER 1 24"OC EPDXY W/SIMPSON SET-XP 00 2x SOLE PL WITH WALL SHEATHING revisions BEAM, REF PLAN ADHESIVE W/5" EMBED PROVIDE ` 2x4 STUDS @ 16"OC REF ARCH 0.148"x 3" NAILS REF PLAN DBL JSTS AT ANCHORS :: 4x PT LEDGER, AT 6"OC TO c`6REF 34 / S6.02 HEADER CONCRETE RET HEADER REF PLAN .r WALL, REF PLAN WALL SHEATHING 2x6 KICKER @ 48"OC W/(4) REF PLAN m 0.148"x 3" NAILS EA END CD HEADER REF PLAN w LAYUP BY OTHERS DOUBLE FLOOR POST, REF PLAN JO ST, REF PLAN FLOOR JOIST, 3 REF PLAN SIMPSON HUTF HANGER LO 3x PT LEDGER W/5/8" DIA — — 2x6 BLOCKING W/0.148" REF ARC OC EPOZY W/THREADED NET- STAGGIER OP& BOT SUSPENDED CLG, pro ect# 16055 XP ADHESIVE W/5" EMBED REF ARCH FLOOR BEAM, REF PLANWOOD FRAMING DETAILS GYPSUM, REF ARCH SHIM AS REQ'D HSS BEAM REF v (E)CONC WALL 2x8 PLATE W/(2) PLAN AND DETAIL EXTEND STUDS TO FOUNDATION 34/S6.02 Q 0.148"x3" NAILS @ 8" OC O mc) FLOOR JOIST 2x PLATE W/(2)0.148"x 3" Ln¢ SIMPSON LUS HANGER ff � NAILS @ 8" OC �U rn 47 BEAM POCKET IN WALL 43 FLOOR JOIST TO EXTG CONC WALL 39 LIBRARY BALCONY FRAMING ss.o2 1" = 1'-0" ss.oz 1" = 1'-0" ss.o2 1/2" = l'-O" ss o2 INTERIO R FIRE WALL OVER DOORS SHEAR WALL SHEATHING, REF PLAN AND SHEAR BEAM, REF PLAN WALL SCHEDULE - - SIMPSON HOEDOWN ABOVE AND BELOW FLOOR, SOLE PLATE REF HOLDOWN SCHEDULE FLOOR CONTINUES, WHERE OCCURS U a SIMPSON HW HANGER FLOOR SHEATHING, W/OFFSET TOP FLANGE REF PLAN 2 BEAM, REF PLAN J fV �0 1/4 TYP, EASE io WOOD EDGES CONC WALL � 1/4 AT WELDS PL1/4x9x0'-9" EACH SIDE OF ' I I CONT DBL TOP FLOOR JOIST BEYOND (JOISTS MAY BEAM W/(2) 3/4" DIA THUR-BOLTS PLATE, REF PLAN RUN IN EITHER DIRECTION), REF PLAN 1/4 FOR SPLICE CONN i BEARING PL3/8x9x AS REQUIRED 1 1 STEEL COLUMN, REF PLAN Dull Olson Weekes - IBI Group Architects, Inc. HOLDOWN POST, REF HOEDOWN SCHEDULE SIMPSON HGUM HANGER W/(8) 5/8" DIA x 5" SIMPSON TITEN HD 907 SW Stark Street Portland OR 97205 SCREW ANCHORS TO WALL USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com 56 HOLDOWN AT UPPER FLOORS 52 ECCENTRIC COLUMN CAP WITH PERPENDICULAR BEAMS 48 BEAM TO CONIC WALL www.ibigroup.com ss.03 1" = 1'-0" ss.o3 1" = 1'-0" ss.03 ENGINEER NOTES: 1. HOLDOWN CAPACITY IS AFFECTED BY CLEAR SPAN. CAPACITY IN HOLDOWN SCHEDULE IS R 11.875" DEEP JOIST. FLOOR CAPACITY OF HOLDOWN STRAP,R F S PSON CATAL GAGE 174. ECK � U RT - �O 0.263" DIA x 6" NAILS AT EA 61 DECKING MEMBER TO BEAM SIMPSON HOLDOWN STRAP, -� CONCRETE TOPPING, REF PLAN OREGON REF HOLDOWN SCHEDULE 0.148" DIA x 3" NAILS AT SHEAR WALL SHEATHING, 6" OC TO DECKING 14 \ REF PLAN AND SHEAR NOTE: FLOOR SHEATHING, REF PLAN ,e WALL SCHEDULE HEADER AND FRAMING ONE SIDE s4' OF HSS AT SIM CONDITION EXPIRES. 3�.�� HSS COLUMN, 1 J¢ SOLE PLATE REF PLAN - FLOOR CONTINUES , a 0O FLOOR JOIST(JOISTS MAY RUN WHERE OCCURS w m IN EITHER DIRECTION), REF PLAN 11 lip FLOOR SHEATHING, REF PLAN I FLAT HEADER TYP, REF PLAN BEAM, REF PLAN T&G DECKING, REF PLAN PANEL EDGE FROELICH NAILING, REF SHEAR WALL SCHEDULE ENGINEERSA 17700 SW Upper Boones Ferry Rd. 2x STUD WALL TYP, L4"x4"x3/8"x0'-4"W!(2) Suite#115 REF PLAN I I 1/4" DIA x 3"SIMPSON Portland, Oregon 97224 SDS SCREWS CONT DBL TOP PL SIMPSON LTP4 SHEAR CLIP AT Office: 24-7005 CONT DBL TOP PLATE, REF Portlandd,, OOR.R. Bend, OR. Denver, CO. 24" OC (CONTRACTOR OPTION froelich-engineers.com I FE# 17-TO52 PLAN FOR SPLICE CONN TYP I I WALL SHEATHING, REF PLAN TO RUN SHEATHING TO BOT OF 3/16 2x NAILER, REF DETAIL 15 / S5.00 AND SHEAR WALL SCHEDULE DECKING, EDGE NAIL TO BEAM, HOLDOWN POST, REF AND OMIT LTP4 CLIPS) D HOLDOWN SCHEDULE -4—/ w m 2x STUD WALL, REF PLAN U L -6-0 53 WOOD HEADER TO FULL HEIGHT HSS COLUMN 49 FLOOR BEAM AT SHEAR WALL �— S6.03S6.03 1" = 1'-�" 0 57 HOLDOWN STRAP AT UPPER FLOORSO _0WINDOW N JOIST HANGERS, FRAMING TYP, POST, REF PLAN S U) REF PLAN AND JOIST REF ARCH O SCHEDULE BEAM, REF PLAN WALL SHEATHING, REF PLAN AND SHEAR WALL -_ _ � .4.0 SCHEDULE 2x STUD WALL, REF PLAN CU >� 1/2"SHIM NAILED TO BEAM W/(2) ROWS 0.148" DIA x 3" NAILS AT 12"OC SOLE PL W/SIMP SDWS 0.220" DIA C j x 6" SCREWS AT 12"OC UNO(REF V WALL PANEL EDGE NAILING, O ti SHEAR WALL SCHEDULE) Q DOUBLE JOIST AT ALL Z REF SHEAR WALL SCHEDULE ` +�- O O FOUR SIDES OF OPENING o CONCRETE TOPPING, BEAM, REF PLAN w REF PLAN ♦.d L CM M OPENING —p FLOOR SHEATHING, w REF PLAN R= C0 c1r) 111 ■ L4"x4"x3/8"x0'-4"W/(2) 1/4" DIA x 3"SIMPSON 2„ DECKING, 0.148" DIA x 3" NAILS AT 8"OC, SDS SCREWS TO BEAM REF PLAN 0.220" DIA x 8" SIMPSON STAGGERED FROM EACH SIDE AND POST((4)SCREWSPER ANGLE TOTAL)TYP L8x4x1/2 W/(2) ROWS 1/4" INTO BOT OF BEAM OC A �- DIA x 4 1/2"SIMPSON SDS H SCREWS AT 12"OC (STAGGER ROWS) ^ - B 58 FLOOR FRAMING AT TYPICAL OPENING 54 POST AT CONT FLOOR BEAM K50 FLOOR BEAM AT HSS HEADER III......JJJ S6.03 S6.03 1" = 1'-0" D LEE U y NOTES: C 1. FLOOR FRAMING NOT SHOWN FOR CLARITY, REF PLANS CL 2x STUD WALL AS U OCCURS, EF PLAN �- WINDOW phase PERMIT SET FRAMING TYP, REF ARCH E 21n" date FEB 08, 2019 0 TYP, EASE 11/2 a0I ED WOOD revisions �I WELDS ESAT 3/1s Revision 1 1 02/14/2019 m FLAT HEADER, REF PLAN HEADER AND FRAMNG ONE O �I SIDE OF HSS AT SIM ca L4"x4"x3/8"x0'-4"W/(2) 1/4" DIA x CONDITION 3"SIMPSON SDS SCREWS TO 13 BEAM AND POST((4) SCREWS BEAM, REF PLAN LO PER ANGLE TOTAL), TYP POST, REF PLAN PL1/4x4x0'-9" EACH LO SIDE OF BEAM W/(2) 1/2" DIA THRU BOLTS I project# 16055 cPL 3/8x4x REQ'D HSS COL N BEARING PL REF PLAN I WOOD FRAMING DETAILS E: Q O Lo S6mO3 O� .� �U ;n 55 POST AT FLAT HEADER 51 BEAM CONN TO HSS COLUMN C ren ss.03 1" = 1'-0" ss.03 N� NU ---- ---------- I I HSS BEAM, REF PLAN I I - (E)CONCRET I AND FIRE WALL I I WALL BEYOND - . 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T&G DECKING, REF REF PLAN ARCH FLOOR JOIST, REF PLAN FLOOR BEAM, 907 SW Stark Street Portland OR 97205 REF PLAN LEDGER, REF USA DETAIL 42 / S6.02 tel 503 226 6950 fax 503 273 9192 2x10 STUDS - REF PLAN www.dowa-ibigroup.com (E)CONC WALL www.ibigroup.com AT 16"OC GYPSUM WALL BOARD, REF ARCH, TYP j vkUCTU ,D Pa FRQ! 68 SEISMIC JOINT AT FLOOR 64 FLOOR BEAM CONNECTION TO FLOOR BEAM <t��NGINFFFss� ss.oa 1 1 -0ss.04 1" = J'-O" 61 9 0 OREGON {o 14 �'♦ PL 3/8x6 W/(8) - DBL STUDS OR 4x POST 3/4" DIA BOLTS AT EXPIRES:0830-20J9 3"GA TO POST in N HEADER, REF PLANS AND TYP, EASE 1/2" HEADER SCHEDULE WOOD 4" m EDGES AT 1/4 SIMPSON HGA TIE WELDS PT SILL PL FROELICH 2x MIN CONT — OO E N GEER 5 ! BLOCKINGFerry 17700 SW Upper Boones Rd. SIMPSON CS16 STRAP W/ I Suite#115 0.148"x 2 1/2" NAILS AT 2" 0 Portland, Oregon 97224 t OC TO FRAMING, REF , Office: (503)624-7005 — PLAN FOR EXTENTS OF Portland, OR. I Bend, OR. I Denver, CO. 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INEER S A Ferry ERECTION BOLTS IN 17700 SW Upper Boones Rd. FIRE RATING REF ARCHITECTURAL DETAILS FOR SHORT SLOTTED HOLES Suite#115 REQUIREMENTS ADDITIONAL CONSTRUCTION REQUIREMENTS ® REF SCHEDULE BELOW Portland, Oregon 97224 BY ARCH TO MAINTAIN REQUIRED FIRE RATING CL OF EMBED AND I (UNO WHERE DETAIL Office: (503)624-7005 J SHEAR PLATE I Portland, OR. Bend, OR. Denver, CO. 1/S604 READ FOR DRAG WALL ABOVE 35 I STRUT CONN) froelich-engineers.com I FE# 17-TO52 S6.02 HSS5x5x3/8 CONCRETE WALL, REF _ PLAN FOR SIZE AND REINF COP OF FLOOR SHEAR LUG 3/4"x 2 1/2"x 9"AT W24, 2 1/2" RET T&B HER TYP AT(3) W27, W30 BEAMS w (UNDETAIL O /X/XX L POSTS 1/4 5/16 <DRAAG STRUT UT N 5/16 (UNO WHERE CONN) Q J EMBED PL'7 x9"x"M"W/("N") DETAI X/XX JO 3/4" DIA x 5" HEADED STUDS REQ'D FOR o m IN (2) ROWS AT 5"OC HORIZ, 1/4 DRAG STRUT O NOTE: REF ARCHITECTURAL DETAILS X X REF PLAN AND SCHED CONN) — FOR ADDITIONAL x O CONSTRUCTION NOTE: USE: O U REQUIREMENTS TO MAINTAIN = = WELD BEAM TO TAB PRIOR TO 5" HEADED STUDS IN 8"WALL O REQUIRED FIRE RATING Q Q OPENING& FIRE RATING PLACING CONCRETE ON METEL 6" HEADED STUDS IN 10"WALL REQUIREMENTS BY ARCH DECK 8" HEADED STUDS IN 12"WALL O 1 1 m TYP (n TYP 47 4-0C 47 S5.03 WF BEAM TO CONCRETE WALL CONNECTION SCHEDULE APPLICABLE WF SHEAR PLATE EMBED PLATE EMBED PLATE NUMBER OFCo S5.03 BEAM SIZES LENGTH, "L" THICKNESS, "T' LENGTH, "M" HEADED STUDS("N") = j W8, W10 6" 3/8" 8" (4) �5 Q O ti CONCRETE FOUNDATION REF PLAN CONCRETE FOUNDATION REF PLAN W12,W14 9" 3/8" 13" (6 G — O O W16,W18 12" 1/2" 28" (12) `` � W21 15" 1/2" 28" (12) r � W24 18" 3/4" 28" (12 }� L W27,W30 21" 3/4" 33" 1 (14) co .� (O U-) to &8FF11,REVW1 ALL DETAIL AT SECOND-STORYDOOR 5 FIREWALL DETAIL AT SINGLE DOOR TYP WF BEAM TO CONCRETE WALL CONNECTION __ _12' = 1'-0" - = 11_0° - — �' FZ 7 � WALL ABOVE � A - 35 S6.02 HSS8x4x1/4 FLAT - TYP AT POSTS 1/4 HSS5x5x1/4 BEAMS MITER CORNERS, D NSS5X5x1j4 BSM TYP NOTE: 0 FOR ADDITIONAL CONSTRUCTION WINDOW REF ARCHITECTURAL DETAILS U REQUIREMENTS TO MAINTAIN OPENING I NOTE: APPLIES TO GIRDER BEAMS a) HSS5x5x1/4 REQUIRED FIRE RATING (GIRDER BEAMS ARE MEMBERS SUPPORTING (D BEAMS ONE OR MORE OTHER BEAMS) m rn cn HSS8x4x1/4 FLAT - TOP OF COLUMN WHERE N g g X 4 " 1" OCCURS REF XX/XX > > L TYP P o o o OU WF BEAM, WF BEAM, phase PERMIT SET O L) 0 Z X X REF PLAN w REF PLAN 0 In I _ (0 wo ° o I l IIo date FEB 08, 2019 O = HSS8x4x1/4 FLAT = _ _ xb�: 011 IIo I x I IIo J revisions °r° X II II 2 1 1 A II t o 47 WINDOW Op v CONCRETE FOUNDATION, S5.03 OPENING AND FIRE OPENING O REF PLAN RATING REQUIREMENTS — — BY ARCH �I TYP PL"t" REF SCHED XX/XX �' 47 FOR BOLT REQUIREMENTS /,X2 2" I 1"TO END OF PLATE AT S5.03 TYP ONE-SIDED CONNECTION LO I I TYP _ 1/4 HSS COLUMN REF PLAN, project# 16055 r- SLOT AS REQD FOR PLATE. j CONCRETE FOUNDATION REF PLAN SLOT SHALL BE 1/16"WIDER THAN PLATE STEEL FRAMING DETAILS E � _ ¢ o on �0 rn 9 FIREWALL DETAIL AT DOUBLE DOOR 6 FIREWALL DETAIL AT TWO-STORY WINDOW 3 TYPICAL BEAM TO HSS COLUMN BOLTED CONNECTION ■ 10 „ - - - - ss.10 1/2" = 1'-0" C> N ss.10 1/2" = V-0 Q_ i c-4U (4)#6EA FACE, CONC WALL, DOWELL INTO INTO FTG 1 REF 39 / S&02 1/4 #3 HOOPSOPS (00 COL, REF PLAN N 2"CLR 1"CLR 3" 3" SECTION A-A Al I I RUN HORIZ REBAR CONCRETE TOPPING SLAB THROUGH IN-WALL BASE PL 1"x12"x1'-5"W/ PILASTER (4) 3/4" DIA ANCHOR r� BOLTS W/12" EMBED 5/8" FLOOR I I SHTG Co 1 1 1"+/-NON-SHRINK GROUT 3x T&G DECK Dull Olson Weekes - IBI Group #3 HOOPS AROUND IN- Architects, Inc. WALL PILASTER. SPACE (3)AT 2"OC AT TOP& GL BEAM, ELSEWHERE AT 6"OC REF PLAN 907 SW Stark Street Portland OR 97205 I USA BEAM CONN TO tel 503 226 6950 fax 503 273 9192 WALL,CONN / S6.03 www.dowa-ibigroup.com B B www.ibigroup.com IN-WALL PILASTER W/(4)#6 REBAR EA FACE. PROVIDE DOWELS INTO FTG OF SAME SIZE K10"�N STEEL COLUMN TO CONCRETE PILASTER AT RETAINING WALL �aUCT ip s OREGON 14 NOTE: �FSORVA•�`c� DECKING/FLOOR FRAMING NOT EXPIRES:0830-2019 SHOWN FOR CLARITY 3x NAILER W/5/8" DIA THREADED _ FWELDED STUDS AT 24"OC ° FROELICH OO ENGINEER5d 17700 SW Upper Boones Ferry Rd. Suite#115 Portland, Oregon 97224 REF 1 / S6.10 WF/WF Office: (503)624-7005 CONNECTION Portland, OR. I Bend, OR. I Denver, CO. Froelich-engineers.com I FE# 17-TO52 BEAM, REF PLAN OMIT CONNECTING SIMPSON HW TOP FLANGE STEEL BEAM AT SIM HANGER W/(4)0.162" DIA x -0-I 2-1/2" NAILS TO 3x NAILER (UNO BY KEYED NOTE ON WF BEAM TYP, REF PLAN .L 4_+ U 11 WOOD TO STEEL BEAM CONNECTION ill 1 1.011 0 N U rn U)v w }� L A+ cu W � CU � C=) 0 y>1 rr m c coCn Cf)0 y(0 U-) t V / 4— i A B LP U N N C C N L U phase PERMIT SET O E - - - date FEB 08, 2019 001 revisions I E U) ICU LO LO co project# 16055 STEEL FRAMING DETAILS E � _ ¢ o oo LOA S6m11 �U rn � CD N i cvU __ NOTE: WHERE EDGE NAILING NOTE: USE EDGE NAILING AT ALL INTERIOR SPACING IS LESS THAN 6", �J WHERE ROOF SLOPES, SHEAR WALLS AND DRAG STRUTS, LINO S TAGGER EDGE NAILING 1/2" MECH UNIT CURB TO BE MAINTAIN 3/8" EDGE SLOPED TO ACCOMMODATE EDGE NAILING TO DISTANCE), CENTER PANEL MECH UNIT, REF PLAN BLOCKING/ SPLICES OVER TRUSS SLOPED ROOF STRUCTURE. DRAG CURB BY MANUF STRUT OPEN WEB EQUIP ANCHORAGE BY DBL TOP PL/DRAG TRUSSES 0.148x3" NAILS AT 4"OC OTHERS ROOF SHTG EDGE NAILING STRUT AT EXTERIOR 4x8 CONT BLKG BETWEEN CONT SHAPED PL REF ROOF SHEATHING, REF JOIST W/SIMP BA HANGER SIMPSON A35 AT 32"OC JOIST MANUF (3)0.148x3 NAILS AT PLAN 0.148" DIA x 3"NAILS ON EACH END EDGE NAILING TO EACH BLOCKING AT 4"OC TO BLKG SHTH, REF PLAN RED-H Z CLIP W/(2)5/8" DIA x 2" BLOCKING/DRAG STRUT LAG SCREWS FIELD NAILING TO EACH I ( I LILI I I f J ROOF - o III! l J I II� LILI I II I I f � SHEATHING REF EDGE NAILING TO EACH PLAN OF THE TRUSIll S CHORDS 2x6 FLAT BLKG i�i� AT 48"OC BLOCKING WHERE III II II ( � III REQUIRED, REF WALL BEVEL BEARING PL REF JOIST MANUF PLANS II I SHEATHINGREFEDGE NAILING TO IIIA I � VIII II ROOF WALL SHEATHING AND ROOF JOIST REF PLAN W/ BLOCKED EDGES LILI I B I SLOPED HANGER BY I III I I 1 1 JOIST, REF EDGE NAILING, REF PLAN WHERE OTHERS REQUIRED PLAN ON PLANS AND CONT DOUBLE - CONT DBL TOP PL DETAILS ROOF SHEATHING, Ili I REF PLAN Dull Olson Weekes - IBI Group TOP PLATE, REF 2x WOOD WALL, REF PLAN ROOF JOIST, REF PLAN REINF BY METAL WEB PLAN Architects, Inc. TRUSS/JOIST MANUF ROOF TRUSS STAGGER WHERE READ HORIZONTAL PANEL JOINTS 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 13 WALL PARALLEL TO JOIST 9 MECHANICAL UNIT CURB FRAMING - OPEN WEB JOIST PERP 5 OPEN WEB TRUSS & I-JOIST TO CORRIDOR WALL e SHEATHED FLOOR OR ROOF DIAPHRAGM s7.00 1" = 1'-0" s7.0o 1" = 1'-0" s7.0o 1" = 1'-0" s7.00 3/8" = 1'-0" EDGE NAILING TO EACH THE TRUSS CHORDS-WHERE EDGE NAILING SPACING IS +<IUCT(Iq LESS THAN 6", STAGGER EDGE NAILING 1/2" 1/2" MIN) : (MAINTAIN 3/8"EDGE DISTANCEPR NOTEOjrFs �OIN�yc/9 d'jO WHERE ROOF SLOPES, 0.148x3" NAILS AT 4"OC 7777 MECH UNIT CURB TO BE III I III I I 81 SLOPED TO ACCOMMODATE I I I 4x8 FLAT BLKG W/0.220" DIA SLOPED ROOF STRUCTURE. MECH UNIT, REF PLAN I I I I. I.I .I OREGON x6" SIMPSON SDWS SCREWS CURB BY MANUF I I•I I I I g � GL BEAM REF PLAN AT 6"OC STAGGERED ROOF SHTG EDGE NAILING 14 EQUIP ANCHORAGE I I I I I I IFGORYP•�00 SHEATHING REF PLAN BY OTHERS CONT 1 3/4" LSL RIM JOIST W/ I I I I' I III _ , REF PLAN 0.148" DIA x 3"TOENAILS AT 8"OC I I I I • I . I III EXPIRES:OB-30-2D) ROOF SHEATHING 4x8 CONT BLKG BETWEEN AND SIMPSON LTP4 AT 24"OC MIN FIELD NAILING TO71 I I I III I LADDER BLKG W/SIMP BA TO DOUBLE TOP PL LINO (REF EACH OF THE III I III III I OO 0.148" DIA x 3" NAILS AT HANGER ON EACH END 0.148" DIA x 3" NAILS AT 4"OC SHEAR WALL SCHED) TRUSS CHORDS 4"OC TO EACH BLKGTO BLOCKING SHTH, REF PLAN � I-JOIST BLOCKING AT 48"OC I I I I I I II I I •II •I I II I rj O ' IIT I SHEATHINGONTINUOUS SECTION A-A F RO E LI C H CAP PLATE OVER ALL TRUSSES ENGINEER 9 d CONTINUOUS 17700 SW Upper Boones Ferry Rd. SHEATHING SPLICE Suite Portland, Oregon 74 REINFORCE WEB o I ROOF JOIST, OVER TRUSS Office: 5031624- 005 io ❑ '00X/ N JOIST REF PLAN I AS NEEDED BY REF PLANq q Portland, OR. I Bend, OR. I Denver, CO. 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2x STUD WALL, REF PLAN-- 15 ROOF TRUSSES RED-H) PARALLEL TO WALL 11 ROOF PV PANEL ATTACHMENT !� OPEN WEB TRUSS TO BEAM 0 ROOF JOIST TO BALLOON FRAMED PARAPET - JOIST PERPENDICULAR D E s7.00 1" = 1'-0" s7.0o 3/4" = 1'-0" s7.o0 1" = 1'-0" s7.00 1" = 1'-0" E U CONT DBL TOP PL rri 2x PARAPET WALL REF DETAIL 8 / S7.00 c 2x SOLE PL W/(2) 0.220 DIA x RED-S CLIP a 5"SIMPSON SDWS SCREWS AT 12"OC TO BLK'G 2x PARAPET WALL 2x PARAPET WALL PANEL EDGE ROOF PANEL EDGE s ROOF SHEATHING, REF PLAN WALL SHEATHING & - WALL NAILING, REF PLAN NAILING, REF PLAN U WALL SHEATHING & NAILING SIMPSON MSTA30 STRAP SPACED NAILING REF PLAN & SIMPSON MSTA30 STRAP SPACED 0.148"DIA x 3" NAILS phase PERMIT SET O REF PLAN &SHEAR WALL SHEAR WALL SCHEDULE FOLLOWS EACH SIDE OF STUD: O BEVEL BEARING PL AS NEEDED BY SCHEDULE FOLLOWS EACH SIDE OF STUD: -32"OC WHEN H <42" CONT DBL TOP PL, AT 4"OC TO BLKG JOIST MANUF W/(2)0.220 DIA x 5" -32"OC WHEN H <42" REF PLAN FOR 4^ - 16" OC WHEN 42"< H <62" O SDWS SCREWS AT 16" OC INTO DBL H =42" MAX - 16" OC WHEN 42"< H <62" = SPLICE CONN � ROOEF F SHEATHING, (2) SIMPSON A35 AT EACH BLOCKING TOP PL 2x SOLE PL W/1/4"x6" SIMPSON SDS date FEB 08 2019 O 2x CONT BLKG BETWEEN BLKG W/0.148"x3" SCREWS AT 12"OC UNO, REF SHEAR SIMPSON H8 AT 32"OC ' A34 CLIP @ 4'-0"OC 0.148" DIA x 3" NAILS A34 CLIP @ 4'-0"OC NAILS @ 6"OC TO DBL TOP PL LINO WALL SCHEDULE FROM MOIST BLKG TO AT 4"OC TO BLOCKING 00 ROOF SHEATHING EDGE NAILING 2x BLKG BETWEEN TRUSSES STUD �eVISIOf1S 0.148"x2 1/2" NAILS @ 4"OC TO BLKG W/0.148"x3" NAILS AT 6"OC TO ROOF SHEATHING, REF PLAN 2x SOLE PL W/ 1/4" DIA x 6" 3x BLKG W/(2) 0.220 DIA x 6" SIMPSON SDS SCREWS AT 12"OC ROOF SHEATHING, REF PLAN TOP PL LINO ON SHEAR WALL SIMPSON SDWS SCREWS AT UNO, REF SHEAR WALL SCHEDULE SCHED WALL PANEL EDGE 3x4 FLAT BLOCKING 12"OC TO DBL TOP PL BEVEL BEARING PL AT NAILING, REF SHEAR WALL U 1 1/2" AT 32" OC 2 SHEAR WALL EDGE NAILING SLOPE CONDITION, OPEN WEB SCHEDULE � REF TYP TRUSS REF ROOF JOIST, I CONT DBL TOP PLATE, REF PLAN 2x CONT BLOCKINGCONT DBL 2x TOP PL 1 1/2" BETWEEN STUDS REF PLAN Z1' FOR SPLICE CONNECTION W/SPLICE REF TYP DOUBLE 2x TOP PL 3 W/SPLICE REF ~ SIMPSON SP2 STRAP TIES 2x FLAT BLKG AT 48"OC ALIGN STUD 2x10 DF#2 LEDGER W/(3) LO BETWEEN DBL TOP PL (FIRST BAY ONLY) 1/4" DIA x 5" SIMPSON SDS WALL SHEATHING & UNDER EACH WALL SHEATHING, C.0 NAILING REF PLAN & OPEN WEB REF PLAN AND EACH STUD r0 ect# 16055 PLAN &SHEAR WALL SCHEDULE OPEN WEB TRUSS C WALL SHEATHING& NAILING REF SCREWS EQ SPACED TO SHEAR WALL SCHEDULE TRUSS SHEAR WALL SCHED p � � O (2)STUDS JOIST. REF DDTNRPLAN H REF PLAN STUD WALL, REF PLAN o 2x STUD WALL, ROOF FRAMING DETAILS REF PLAN E STUD WALL REF PLAN v AND KEYED NOTE 44 - OPEN WEB TRUSS &WALL SHEDULE Q O REF PLAN &WALL SHEDULE �� 3/4 x TRUSS SPACING MIN 3/4 OF IN JOIST SPACING MIN O� �Q STOO �U rnN o y 16 OPEN WEB TRUSS RED-H TO EXTERIOR WALL 12 ROOF OPEN WEB TRUSS TO EXTERIOR WALL - PARALLEL �8 ROOF OPEN WEB TRUSS TO EXTERIOR WALL - PERPENDICULAR �4 ROOF JOIST TO BALLOON FRAMED PARAPET - JOIST PARALLEL N " _ " s7.00 1" s7.00 i's = 1'-0" �� s7.00 1" = 1'-0" s7.00 1 1 -0 P1000 UNISTRUT NOTE: CHANNELS AT EQ EDGE NAILING STEEL ELEMENT TO BE SPACING (3'-0"OC MAX) GALVANIZED AND ROOF JOIST, REF PLAN RELIEF HOLES WATER ROOF SHTG EDGE NAILING 2x4 DF BLKG WITH TIGHT, REF ARCH 0." O DIA x 3" NAILS ROOF SHEATHING, - - AT 6" OC TO RIM JOIST CONT 1 314" LSL RIM JOIST WITH REF PLAN AT UNISTRUT SPLICE 0.148" DIA x 3"TOENAILS AT 8"OC P1121 UNISTRUT CONNECTIONS, USE ROOF SHEATHING, REF PLAN AND SIMPSON LTP4 AT 24"OC CLAMP CL P1067 (SPACE T-0" MIN 2x STUDS AT 16"OC MIN TO DOUBLE TOP PL LINO FROM PIPE LOCATIONS) 0.148" DIA x 3" NAILS AT (REF SHEAR WALL SCHED) SECTION A-A 0.148 x 3"NAILS AT 6"OC 4" OC TO BLOCKING I-JOIST, REF PLAN LOWER ROOF SHT'G 3/8"CAP PL N I P1000 UNISTRUT CHANNELS AT EQ SCREEN MATERIAL, SPACING (3'-0"OC MAX) REF ARCH I P1121 UNISTRUT MECH SCREEN POST SCHEDULE CLAMP ROOF JOIST, COL HT(MAX) COL SIZE FA I IREF PLAN _____ WEB FILLER AT CLIPS BY 1 M J LSL OR LVL -- -- I I A"j r� RIM JOIST 9'-0" 4" DIA STD PIPE(SCHED 40) 3/4 OF TYP JOIST JOIST MANUF -- _ - __ I I MECH SCREEN POST r BEAM BELOW REF PLAN R SPACING, MIN 11'-6" 5" DIA STD PIPE(SCHED 40) I I� SCHED 40 PIPE PER SCHED I B I SIMPSON H8 EACH JOIST WITH SPACED AT 6'-0" OC MAX O XLt WALL PANEL EDGE NAILING, WEB FILLER SLOPED SEAT TOP FLANGE CONT DBL TOP PL, 14'-6" 6" DIA STD PIPE (SCHED 40) I I AND AT ENDS AND v LOWER ROOF REF SHEAR WALL SCHED HANGER BY JOIST MANUF REF 7 / S6.00 CORNERS JOIST REF PLAN (2) 0.148" DIA x 3"TOE NAILS 1 1/2" CONT DOUBLE TOP PL, REF FROM JOIST END TO TOP PLTYP ALL PL I PL TOP AND BOTTOM 1/2"x Dull Olson Weekes - IBI Group PLAN FOR SPLICE CONN ((1) EACH SIDE OF JOIST) SIMPSON LSTI AT 48"OC, SHEAR WALL SHEATHING, 1/4 COLUMN DIA+2 1/2"TOP Architects, Inc. WALL SHEATHING, ALIGN WITH STUD REF PLAN AND BOTTOM W/(4)3/4" DIA REF PLAN AND 2x STUD WALL, REF PLAN HD GALV A325-TC BOLTS SHEAR WALL SCHED 12"MIN BASE PLATE, COORD W/ARCH REF DETAIL 19 S7.01 907 SW Stark Street Portland OR 97205 / USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com 28 ROOF JOIST TO INTERIOR - JOIST PARALLEL AND PERPENDICULAR 24 ROOF JOISTS OF DIFFERENT SIZES FRAMING INTO WALL 21 MECHANICAL SCREEN CONSTRUCTION 17 ROOF CONNECTION AT HALL www.ibigroup.com s7.01 1" = 1'-0" s7.01 110 = 11-01, " = 1'-0" SHAPED NAILER AS REQUIRED GUARDIAN CB FALL PROTECTION (NOT BY FE) FOR ROOF SLOPE WITH CENTER ON TRUSS/JOIST 3/4"CDX PLYWOOD ROOF SHEATHING 4'-0"xuCTU�C SIMPSON SDWS2250ODD 2-JOIST SPAN (54" MIN) CENTERED AT FALLSCREWS 5� FACE AT 6STAGGERED EACH PROTECTION ANCHOR. GLUE AND TRUSS OR JOIST, 3/4" PLYWOOD TO ROOF PURLINS W/ 110 /3 2x4 FLAT BLKG AT 32"OC ( pP,A SHEATHING, BEAM, REF PLAN REF NOTE 1/2"SCREWS AT 6"OC EDGES AND 12"OC REF PLAN 4x10 FLAT BLOCKING W/ ROOF SHTG REF PLAN 81 r® HGA10KT EACH SIDE FIELD, SCREWS TO BLKG AT 3"OC, WHERE SIMPSON HS SHEATHING, REF PLAN z BM 5/8"SHEATHING OCCURS 3/4" PLYWOOD CAN AT EACH BLK'G (3) 0.148x3" NAILS BE APPLIED ON TOP OF SHEATHING OREGON 1 1/2" 1 1/2" WIDTH 5/8"ROOF SHEATHING TYP EXCEPT 2x FLAT BLKG AT FALL PROTECTION AREA BETWEEN STUDS z NOTES: EXPIRES:OB3p•20J9 JA\ JB THE TRUSS MANUF SHALL DESIGN 2x WALL REF PLAN TRUSSES 1, 2 8 3 FOR THE FORCE COUPLE SHOWN IN THE APPLICABLE i SECTION A-AOR B-B. F 1 LOWER ROOF JOIST I-JOIST, REF PLAN 1 I REF PLAN OPEN WEB WOOD WOIST, REF PLAN I-JOIST, REF PLAN JOIST, REF PLAN b 2x6 CONT LEDGER WITH HANGER AND WEB 4x8 BLKG (2) BAYS AT BOTH 0.148x3" NAILS AT 6"OC F R O E L I C H STIFFENER (IF REQUIRED), v REF PLAN AND JOIST BEAM, REF PLAN HANGER AND WEB ENDS W/WPU HANGERS W/ ENGINEER 5 S SCHEDULE STIFFENER (IF REQUIRED), (3)0.162x3.5" NAILS AT TOP (4) 17700 SW Upper Boones Ferry Rd. REF PLAN AND JOIST I 0.162x3.5"AT FACE AND(6) Suite#115 SCHEDULE L J 0.148x1.5" NAILS TO BLKG. Portland, Oregon 97224 Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. � froelich-engineers.com � FE# 17-T052 29 ROOF JOIST TO INTERIOR - JOIST PARALLEL AND PERPENDICULAR_ 25 ROOF JOIST TO FLUSH BEAM CONNECTION B HANGER (TYP) 18 LOWER ROOF TO WALL -01, s7.o1 1" = 1'-0" A .413 s7.o1 1" = 1'-0" 2" GUARDIAN CB FALL k TYP PROTECTION (NOT BY FE)- U INSTALLED PER ° MANUFACTURERS ® �* L� REQUIREMENTS a ° ° /��, N o o PLAN VIEW C/ ■ ° ° Q 1500# 1500# PLYWOOD SHEATHING } 1 O (2-LAYERS AS NEEDED) + 1 ® ° ° ® O WPU HANGER (TYP) _ EDGE NAILING 2x4 BLKG WITH 0.148" DIA 4" 4" C. N x 3" NAILS AT 4"OC TO I i V ) 1 1/2" LSL RIM JOIST WITH RIM JOIST JOIST OR TRUSS I I AT WOOD I-JOIST PROVIDE 1 1/2" 1 1/2" � AND 0.148'x3"TOEN A35 A AILS AT WEB STIFFENER AS REQUIRED T 32" OCTOP CHORD I I FULL SI WEB STIFFENER PL 6"OC TO DBL TOP PL BY JOIST MANUF JOIST OR TRUSS 8 EACH SIDE OF WEB TO O FLUSH OUT W/ SECTION A-A MECH SCREEN POST CENTER ON v♦ - BOTTOM CHORD I TOP/BOTTOM CHORDS BLOCKING, REF DETAIL 21 / S7.01 }� L ROOF SHEATHING, SLOPED AT SIM I I �♦ CU REF PLAN CONDITION I FOR MECH SCREEN INFO �/ �_ ROOF SHEATHING, ROOF PANEL EDGE T� ~ REF PLANS NAILING 1/4 BASE PL 5/8"x14"x1'-2"W/(4) 3/4" DIAA307 BOLTS, 1/4"DIA x6" ■� Q O SECTION A-A 7 1/4x16 PSL FLAT BELOW A A SIMPSON SDS SCREWS AND(20) C 1� O 'q1- GUARDIAN CB FALL PROTECTION MECH SCREEN POST C rl f� 0.148" DIA 2 1/2" NAILS (NOT BY FE), INSTALLED PER `` (2)SIMPSON HGAI OKT 2" 07 AT 4"OC TO BLOCKING ^ � MANUFACTURER'S EACH SIDE EACH END TYP :�� L �j Ch Ch REQUIREMENTS 3000# 1 1 3000# 2x BLKG BETWEEN w�.! n! (n ROOF JOIST, REF PLAN } } BEAM &JOIST `v `�V � O O WEB FILLER AT CLIPS ROOF HANGER BY JOIST MANUF PLYWOOD SHEATHING (2-LAYERS AS NEEDED) C.0 L0 LO L� �J SIMPSON H8 AT EACH CONT BEVELED BEARING PL WPU HANGER (TYP) d JOIST W/WEB FILLER WITH SIMPSON SDWS 0.220" `- DIA x 5"SCREWS STAGGERED AT WOOD WOIST PROVIDE 20 I-JOIST, REF PLAN I-JOIST, REF PLAN WALL PANEL EDGE NAILING, EACH FACE AT 8"OC FULL HT WEB STIFFENER PL S7.01 REF SHEAR WALL SCHED 1 1/2" 1 1/2" I 8.1 I EACH SIDE OF WEB TO JOIST OR TRUSS TOP CHORDI FLUSH OUT W/ VALLEY BEAM, HANGER AND WEB WALL SHEATHING, REF PLAN I TYP I TOP/BOTTOM CHORDS REF PLAN STIFFENER (IF REQUIRED), AND SHEAR WALL SCHED JOIST OR TRUSS I A REF PLAN AND JOIST z_ BOTTOM CHORD I I 1/4"x3"x0'-3" PL SCHEDULE 2x STUD WALL, I WASHER (TYP) REF PLAN SET OF 2x12 OF BLOCKING CONT DBL TOP PLATE, POST W ENCSCRDEEN S (2) SIMON BOTTTO M HGA10KT REF PLAN FOR SPLICE PARALLEL W/BEAMS ON BOT CONN BLOCKING AT EACH END ROOF JOIST, SECTION 13-1313-13B WEB STIFFENER BY JOIST ROOF BEAM, REF PLAN MANUF AT BLOCKING REF PLAN 30 ROOF JOIST TO VALLEY BEAM 26 ROOF JOIST AT INTERMEDIATE BEARING WALL - JOIST PERPENDICULAR22 ROOF FALL PROTECTION 19 MECHANICAL SCREEN CONSTRUCTION s7.o1 1" = 1'-0" s7.01 1" = 1'-0" s7.o1 1" = 1'-0" 7.01 5 1 1/2" = 1'-0" WALL PANEL EDGE NAILING, NOTES: D E E� REF PLAN REF DETAILS 3 / S7.00 AND 4 / S7.00 FOR ADDITIONAL INFORMATION IN COMMON 1"x2.5" NAILS @ 0.13 U REF ARCH FOR JOIST ELEVATIONS AS DETAIL IS 0 13 (STAGGERED) 0 SHOWN FOR GENERIC CONDITION AND ACTUAL Cu CONT DBL TOP PL, REF PLAN JOIST ELEVATION WILL VARY TO THE EXTENT C FOR SPLICE CONN THAT THE PERPENDICULAR JOIST MAY BE CONTRACTOR'S OPTION: ` 5 1/2x3/16xCONT PL HIGHER THAN THE PARALLEL JOIST IN SOME BEVELED PL TO BE SHOP LAMINATED TO TOP OF rA 1 SIMPSON H8 AT 32"OC CONDITIONS. GLULAM BEAM BY GLULAM LAMANATOR AT THE TIME CL FROM I-JOIST TO STUD OF MANUFACTURE. 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CURB BY MANUF CORNERS INTO 4x4 SIMPSON H8 AT 48" OC FROM I-JOIST TO STUD WALL PANEL EDGE 3/16 I OO OO OO EQUIP ANCHORAGE BY NAILING, REF SHEAR OTHERS WALL SCHEDULE ROOF PANEL EDGE NAILING, OO OO OO REF PLAN 4x8 CONT LADDER BLBLKG KG W/SIMP EEN BA �1 I Qo �o Qo HANGER ON EACH END 1 1/4"STD PIPE @ 32" ROOF SHEATHING, REF PLAN OC (MIN)L TOP& BOTTOM I B in 0.148" DIA x 3" NAILS AT �? 4"OC TO EACH BLKG SHTH, REF PLAN 3/16 oo 0.148" DIA x 3" NAILS 0.148" DIA x 3"NAILS AT 4"OC TO BLKG AT 4"OC TO BLKG ____---- Dull Olson Weekes - IBI Group - - Architects, Inc. KNIFE PL 1/2"x22"x1'-10"W/(8) O', O �'\�IWJMIN SPACING 3/4" DIA BOLTS EACH BEAM 2xCONT BLOCKING 1 /2"MIN (16 BOLTS TOTAL) BETWEEN STUDS 2 1/2" MAX BEARING PL1"x10 1/2"x1'-10" 907 SW Stark Street Portland OR 97205 _ - 1 3/4" LSL OR LVL RIM , 3 / S7.00 ROOF JOIST, REF PLAN USA PROVIDE WEB tel 503 226 6950 fax 503 273 9192 STIFFENERS - www.dowa-ibigroup.com AS REQ'D 4x4 DF#2 BLK'G BETWEEN WALL SHEATHING, REF PLAN www.ibigroup.com 5/16 TRUSS TOP SIMPSON CHORDS W// HANGER AND WEB STIFFENER 4x8 LADDER BLKG WOOD I-JOISTS AND SHEAR WALL SCHEDULE (IF IOIST REQUIRED), REF PLAN AND HANGER EACH END AT 2'-8"OC MAX IN SIMP BA HANGER WOOD I-JOIST ON EACH END TRUSS, REF PLAN FULL HT WEB STIFFENER EACH 2x STUD WALL, REF PLAN PIPE COLUMN, REF PLAN SIDE TO FLUSH OUT W/TOP/ ucru BOTTOM FLANGE PR `� 87 qQREGQN 41 GLULAM BEAM TO STEEL COLUMN - COMMONS 38 MECHANICAL UNIT CURB TO BLOCKING 35 ROOF PV PANEL ATTACHMENT r3i'�N ROOF SEISMIC JOINT - JOISTS PERPENDICULARFyg s7.oz 1" = 1'-0" s7.oz 1" = 1'-0" s7.oz 1" = 1'-0" s7.oz 1" = 1'-0" EXPIRES:OB-3f 11 SEISMIC JOINT WALL PANEL EDGE NAILING, REF PLAN REF PLAN FROELICH E N G I N E E R 5 I ROOF PANEL 17700 SW Upper Boones Ferry Rd. 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REF PLAN AND JOIST SCHED 3x6 PT LEDGER " 5/8" BETWEEN STUDS, TYP DIA BOLTS AT OC (EMBED 5", LOCATE 3" ROOF BEAM, REF PLAN FROM TOP OF LEDGER) 0.148" DIA x 3" NAILS AT - 2x6 CONT LEDGER W/(2) 4" OC TO BLKG, TYP 0.148 x 3" NAILS AT 12" OC WALL SHEATHING, REF PLAN AND SHEAR WALL SCHEDULE 2x STUD WALL, REF PLAN 53 ROOF STEP AT BEAM 49 E ROOF TRUSS TO (N1 CONCRETE WALL - TRUSS PARALLEL 46 ROOF JOIST TO EXISTING CONCRETE WA_ LL _ _ B s7.o3 1" = 1'-0" 57.03 1" = 1'-0" 57.03 ASI-04 57 � ROOF JOIST TO INNER BALLOON FRAMED PARAPET 1'-0" D E U WALL PANEL EDGE NAILING, L REF PLAN NOTES: a) REF DETAILS 3 S7.00 AND 4 S7.00 c CONT DBL TOP PL, REF PLAN ADDITIONAL INFORMATION IN COMMON OR STUD WALL, FOR SPLICE CONN REF ARCH FOR JOIST ELEVATIONS AS DETAIL IS REF PLAN O SHOWN FOR GENERIC CONDITION AND ACTUAL L 2x STUD WALL, REF PLAN JOIST ELEVATION WILL VARY TO THE EXTENT ROOF BEAM, 0 THAT THE PERPENDICULAR JOIST MAY BE REF PLAN phase Conformed Set HIGHER THAN THE PARALLEL JOIST IN SOME O WALL SHEATHING, REF PLAN CONDITIONS. 9 AND SHEAR WALL SCHEDULE 5/8"STAGGERE nn O /y 1 1/2" 6 1/4" 1 112" SIMPSON H8 AT 32"OC 2x CONT BLKG BETWEEN STUDS O FROM I-JOIST TO STUD (2)ADDITIONAL SIMPSON TB SIMPSON HGU HANGER date April 26, 2019 = SIMPSON H8 AT 48"OC SCREWS NAILER TO HSS AT 00I FROM I-JOIST TO STUD EACH H8 STRAPS reVISIOriS rROOF PANEL EDGE NAILING, 1" SIMPSON H8 EACH SIDE ASI-04 06.57.2019 1 REF PLAN PARAPET TYP OF HSS TO NAILER ROOF BEAM, DOUBLE TOP PL 0.148' DIA x 3" NAILS I I REF PLAN w U AT 4"OC TO BLKG 0.148" DIA x 3" NAILS co 3x FLAT BLKG ROOF SHEATHING, REF PLAN PL1/4"x9"x0'-9"W/(4) I AT 6"OC TO 2x JOIST 1/4" DIA x 3" SIMPSON I AT 32"OC SDS SCREWS i 3/16 WOOD I-JOIST, LO LEDGER, REF 4 / S7.00 REF PLAN 2x NAILER, REF co DETAIL 15 / S5.00 project # 16055 N 2x SOLE PL x 6"SCREWSW/SIMPSON A . ROOF FRAMING DETAILS SDWS 0.220] AT 112"OC O BEAM HSSREFROOF JOIST, REF PLAN Q p ROOF BEAM, REF PLAN - HANGER AND WEB STIFFENER ALIGN 2x JOIST W/ (nn (IF JIOISTSCHEDU SCHEDULE PLAN AND FFOR E: EACH H8 STRAP 16 ETAIL 15 7.00 EF DADDITIONAL SN FO °oU LEDGER, REF 3 / S7.00SECTION A-A L ST03 o U) 54 ROOF SEISMIC JOINT - ADJACENT TO EXISTING WALL50 FULL HEIGHT HSS CONNECTION AT ROOF 47 ROOF BEAM CONNECTION TO ROOF BEAM Oil - - -- C= S7.03 1" = 1'-0" s7.o3 1" = 1'-0" 57.03 - coU - - - - - - - - HOLDOWN, REF PLAN AND SCHEDULE /I 2x STUD WALL, REF PLANT T =i = �I- - n = =iT - �i= ' . 1 II II I 11 II 6 I I' . 1I o I I II II II I . - . I II II I II II II �I I . 12 I II I•I I I• . 11 SHEAR WALL SHEATHING, REF PLAN AND STAGGER WALL PANEL I I II I I I I I II 11 I SHEAR WALL SCHEDULE EDGE NAILING HOEDOWN SCHEDULE 9 -J L-21 4 r HOEDOWN, MARK HOLDOWN TYPE HOLDOWN POST REF TRIMMER STUD(S), HOEDOWN ATTACHMENT ANCHOR ROD r -1 ANCHOR ROD EMBEDMENT PANEL EDGE 11 . 'I II I I II I I I' . PLAN AND SCHEDULE REF PLAN TO POST DEPTH, Le NAIL SPACING, I I DBL TOP PL - I I I I I L I I . 2x STUD WALL, WINDOW OR DOOR USE SIMPSON SSTB24 INTO STEM TYP I I I I I I II I I h REF PLAN OPENING, REF PLAN 1 HDU2-SDS2.5 (2)2x STUDS (6)SDS 1/4"x 2-1/2" WALL OR USE A 5/8" DIA THREADED 7„ I I I I I I I 11 I I I 13 ROD EMBEDDED 7" INTO FTG WITH A I I 3 I I' 3/8"x1 1/2"x1 1/2" PLATE WASHER - = Oo USE SIMPSON SB 5/8X24 INTO STEM _ I J _ - 2 HDU4-SDS2.5 (2)2x STUDS (10)SDWALL OR USE A 5/8"DIA THREADED S 1/4"x 2-1/2" T' L - ROD EMBEDDED 7" INTO FTG WITH A I• I I r 1. r I I fI • TD160504 SHEAR WALL SHEATHING, REF PLAN AND 0.148" DIA x 3" NAILS @ I ° °I I 3/8"x1 1/2"x1 1/2" PLATE WASHER TD160507 SHEAR WALL SCHEDULE 6"OC STAGGERED USE SIMPSON SB 5/8X24 INTO STEM I I I I I I I I I I I I ( 3 HDU5-SDS2.5 (2)2x STUDS (14)SDWALL OR USE A 5/8"DIA THREADED 7" I S 1/4"x 2-1/2" I I I I I 1 I I I I I' I L.R� USE THE GREATER OF THE KING STUDS STAGGER WALL PANEL EDGE ROD EMBEDDED 7"INTO FTG WITH A STAGGERED SHEAR OR THE HOLDOWN POST NAILING TO HOLDOWN POST 3/8"x1 1/2"xt 1/2"PLATE WASHER WALL EDGE NAILING, lI GI I I•I I I I I I 5 1 USE A 718"DIA THREADED ROD TOP OF WALL REF SHEAR WALL I I I I 4 HDU8SDS2.5 (3)2x STUDS (20)SDS 1/4"x 2-1/2" EMBEDDED 10" INTO FTG WITH A 10" SCHEDULE 1 I{ FI I 1 II I 2 11 II DIA THREADED ROD HOLDOWN AT END OF WALL OR OPENING 1/ S1/z"xz PLATE WASHER �'T - 1L - LL 1' - u . - -1 USEA Dull Olson Weekes - IBI Grou USE 1" TP S8.00 1" = 5 HDU11SDS2.5 6x WALL WIDTH (30)SDS 1/4"x 2-1/2" EMBEDDED 12" INTO FTG WITH A 12" ADJOINING 7 Architects, Inc. 5/8"x3"x3" PLATE WASHER PANEL EDGES 3/8" USE A 1" DIA THREADED ROD STAGGER PANEL EDGE SIMPSON HOLDOWN STRAP, 6 HDU14-SDS2.5 6x WALL WIDTH (36)SDS 1/4"x 2-1/2" EMBEDDED 12" INTO FTG WITH A 12" x NAILING, REF SHEAR WALL REF HOEDOWN SCHEDULE5/8"x3"x3" PLATE WASHER ADJOINING PANEL ° SCHEDULE USO7A W Stark Street Portland OR 97205 SHEAR WALL SHEATHING, EDGES, REF SHEAR USE A 1.25"DIA THREADED ROD REF PLAN AND SHEAR WALL SCHEDULE I tel 503 226 6950 fax 503 273 9192 WALL SCHEDULE 7 HD19 6x WALL WIDTH (5)1"DIA BOLT EMBEDDED 15" INTO FTG WITH A 15" www.dowa-ibigroup.com 3/4"x3 1/2"x3 1/2" PLATE WASHER e ° ° o PANEL EDGE NAIL www.ibigroup.com SOLE PLATE (18)0.148"x3-1/4" NAILS AT - SPACING, TYP O 8 SIMPSON MSTC40 (2)2x STUDS TOP & BOTTOM (CENTER I• ° C7 FLOOR JOIST(JOISTS MAY RUN STRAP ON FLOOR CAVITY I °I UJ m (36)TOTAL NAILS) IN EITHER DIRECTION) REF PLAN 3x OR 4x BLKG (28)0.148"x3-1/4" NAILS AT SHEAR WALL ELEVATION NOTES: BETWEEN STUDS, FLOOR SHEATHING, REF PLAN TOP & BOTTOM (CENTER 1. FOUNDATION REF PLAN. 9 SIMPSON MSTC52 (2)2x STUDS TYP 3/8" 3/8" CTU STRAP ON FLOOR CAVITY 2. SILL TRACK, REF SHEAR WALL SCHEDULE. U 4 (56)TOTAL NAILS) 13/4" 3. WALL STUDS. 5 PR (36)0.162"x3-1/2" NAILS AT 4. HOLDOWN POST REF HOLDOWN SCHEDULE. o 10 SIMPSON MSTC66 (2)2x STUDS TOP & BOTTOM (CENTER VERTICAL AND HORIZONTAL 5. HOLDOWN ANCHOR. REFERENCE PLANS& HOLDOWN SCHEDULE FOR HOLDOWN z STRAP ON FLOOR CAVITY ATTACHMENT&ANCHORAGE TO FOUNDATION. 61 w ¢ 6. TOP PLATE. REFERENCE **TD130101** FOR TOP PLATE SPLICE DETAIL. O NOTES: (72)TOTAL NAILS) PANEL JOINTS OF WALL STAGGERED 7. ANCHOR BOLTS W/STEEL PLATE WASHERS. THERE SHALL BE A MINIMUM OF TWO ANCHORS SHEAR WALL FOR EACH SILL PIECE (ANY MODIFICATION TO SILL REMOVING MORE THAN 25%CROSS- 1. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36. REF 11/S8.00 AND 12/S8.00 FOR ANCHOR ROD EMBEDMENT DEPTH, Le. EDGE NAILS, REF SECTION SHALL BE CONSIDERED BREAKING PLATE)W/ONE ANCHOR LOCATED NOT LESS yOIiEGOMMN RIM JOIST, REF PLAN 2. ALL HOLDOWNS AND HOLDOWN ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. SHEAR WALL THAN 4-1/2" NOR MORE THAN 12" FROM THE END OF EACH PIECE. 1+4 PROVIDE SOLID VERTICAL GRAIN 3. BUILT UP HOLDOWN POSTS SHALL BE LAMINATED IN ACCORDANCE WITH THE STANDARD BUILT-UP WOOD POST DETAIL 5/S6.00. I I I SCHEDULE a. SURE-BOARD STRUCTURAL PANEL SHEATHING. ORIENTATION MAY BE EITHER HORIZONTAL �PFG�ftYR.�d� 777 BLOCKING,ALIGN W/HOLDOWN 4. REF SHEET S8.00 FOR TYPICAL HOLDOWN INSTALLATION I•I I OR VERTICAL AT CONTRACTOR'S OPTION. MINIMUM DIMENSION OF AN INDIVIDUAL PANEL POSTS ABOVE AND BELOW 6. THREADED ANCHOR RODS TO BE ASTM F1554 GRADE 36,A36, OR A307 LINO. I I I v SHALL BE 24" IN EITHER DIRECTION. �C m:06-30-2U/I ^ 7. NUTS FOR ANCHOR RODS SHALL BE STANDARD HEX NUTS TYPE ASTM A563-A. _ ll - _ J L 9. STAGGER ALL VERTICAL PANEL JOINTS WHERE POSSIBLE. j O ° ° - > - 10. ALL PANEL EDGES ARE TO BE BLOCKED. - 8. WASHER FOR ANCHOR RODS SHALL BE ASTM F844. PROVIDE WASHER BETWEEN ALL NUTS AND BASE PLATES. Lu 0 DBL TOP PLATE 11. PANEL EDGE FASTENING, REFERENCE SHEAR WALL SCHEDULE AND*`TD130202**. Lu m 9. ANCHOR BOLTS SHALL NOT BE IN CONTACT W/PRESERVATIVE TREATED (PT)WOOD. PT WOOD PLATES SHALL HAVE OVERSIZED v 12. PANEL FIELD FASTENING TO INTERMEDIATE SUPPORT MEMBERS AT 6"OC. HOLES 1/4" MINIMUM AND 3/8"MAXIMUM LARGER THAN ROD SIZE. AS AN ALTERNATE. THE ANCHOR SHALL BE GALVANIZED IN ' 13. PROVIDE EDGE NAILING TO EACH HOLDOWN POST. WHERE HOLDOWN POST CONSISTS OF ACCORDANCE WITH ASTM A653. PROVIDE 1/4" GAP BUILT UP MEMBERS PROVIDE STAGGERED NAILING TO EACH PIECE, REF**TD130005`* HOEDOWN POST, REF 10. HOLDOWNS SHALL OCCUR AT EACH END OF SHEAR WALLS. TYPICAL UNLESS NOTED OTHERWISE. BETWEEN SOLE OR SILL PL 14. REFERENCE SHEAR WALL SCHEDULE FOR ADDITIONAL REQUIREMENTS& FOR INFORMATION HOLDOWN SCHEDULE PLYWOOD AND PANEL EDGE NAIL NOT SHOWN. CONCRETE WHERE SPACING, TYP APPLICABLE BASE OF WALL F R O E L I C H ENGINEER 5 6 17700 SW Upper Boones Ferry Rd. ^ Suite#115 10 HOLDOWN STRAP AT UPPER FLOORS 6 HOLDOWN SCHEDULE 0 SHEAR WALL PANEL EDGE NAILING !� TYPICAL SHEAR WALL ELEVATION - 1 STORY Portland, Oregon 97224 ss.00 -1' = 1'-011 - s8.00 1" = 1'-0" - -- -- ---- ss.00 1" = 1'-0" -- sa.00 3/8" = 1'-0" Office: (503)624-7005 Portland, OR. I Bend, OR. I Denver, CO. Froelich-engineers.com I FE# 17-TO52 SILL OR SOLE PL 0.148" DIA x 3" BELOW, TYP HOLDOWN POST, REF SHEAR WALL, REF NAILS AT X"OC &WA AND SHEAR HOLDOWN POST, REF U HOEDOWN SCHEDULE SCHEDULE Sia HOEDOWN SCHED BOLT DIAMETER+ 1116" DIA � NOTES: L. SHEAR WALL SHEATHING, HOLE CENTERED IN PL 1. CONTRACTOR MAY USE PLATE WASHER REF PLAN AND SHEARtik OPTION A OR B _ _ _ _ _ _ _ _ _ _ _ _ v! WALL SCHEDULE 1/4"GALVANIZED y�i v 2. PLATE WASHER MUST BE HOT DIPPED IT �I Tf IT 7I �� 7IHOEDOWN AND HOEDOWN PLATE WASHER GALVANIZEDANCHOR, REF HOLDOWN PT SILL PLATE -- 3' 3" 3. STANDARD CUT WASHER NOT REQUIRED 0IIWALLPANELSCHEDULE SHEAR WALL SHEATHING,REFBOLT DIAMETER + 3/16"x 1 3/4" LONG4. PLATE WASHER ONLY READ AT SHEAR EDGE NAILING PLAN AND SHEAR WALL SCHED (5) 1/4"GALVANIZED DIAGONALLY SLOTTED HOLE(5) WALLS. AT NON-SHEAR WALLS PROVIDE o PLATE WASHER CENTERED IN PL STANDARD CUT WASHER ANCHOR ROD, WALL CORNER - PLAN VIEW PROVIDE STANDARD CUT WASHER5. 5"AT 2x6 WALLS AND 7"AT 2x8 WALLS I I I II I I I REF SHEAR WALL I I I l i l l I h s I I I I l i I I O 8" MINIMUM SCHEDULE BETWEEN PL WASHER & NUT I.I I.I l i II I I{ Mil 0 ' N THREADED 0.148" DIA x 3" OPTION A OPTION B STAGGERED ANCHOR BOLTS. (OVERSIZED - - 1 - - U r` PROJECTION SHEAR WALL SHEATHING, ti WASHER PLATES OR SIMPSON WASHER I I.I I I IIIH NI II L1 LI I. C7� TOP OF FOOTING NAILS AT X" OC �/� REF PLAN AND SHEAR PLATES MAY BE ACCEPTABLE TO AVOID I I II I I 18 I V ) WALL SCHEDULE SHEAR WALL ANCHOR BOLT STAGGERING). 18 I I IE I'I I II w OVERSIZED HOLE IN WOOD EDGE NAILING I 1 fI I II 4 II I fI f 10000 0 PLATE(OR GALVANIZED SHEAR WALL SHEATHING, I I II Ik II II I I �/ 't_7 HOLDOWN ANCHOR) 0.148" DIA x 3" O A A O I I If I1 I I I I711�II I Il I }a NAILS AT X"OC REF PLAN AND SHEAR WALL STUD WALL SCHEDULE WALL STUDS ~0c0) CONCRETE FOUNDATION, PER PLAN PER PLAN IIIII I I I I m REF PLAN WALL SHEATHING PLATE WALL 12 II II IIItIII I I II I WASHER WASHERPL WALL PANEL EDGE PER PLAN SHEATHING CU ---_ - -_ -- _--- -_ - - - - -- - -- PL1/4"x3"x0'-3" BETWEEN NAILING, TYP 3x SILL PL PER PLAN SILL PL I I I I • > DOUBLE NUTS o ° I I• I•I (I I I I• Q C:) ti FOUNDATION FOUNDATION ° I I I II II ° PER PLAN �O PER PLAN Q I II II I I III II II II II III I II II �- O �r ANCHOR BOLT ANCHOR BOLT I I•I I•I I•I I I I 1 ti PER PLAN PER PLAN - LL - JL- -Jl-- lI- -IL - JL - -U O ADDITIONAL#4 FOUNDATION HOEDOWN, REF PLAN DOWEL W/STANDARD HOOK - (� - �� - 711- TT '- -I.T- �F- -n L. �j co M LAPPED TO ANCHOR ROD I SECTION A-A I I I I I I 1 - (� C/5 "14- � -- - - -- 1- -- DEPTHOWNANCH HOLDOWN SECTION A-A ° HOLDOWN POST, REF • I I �I I•I �I a I o O M C'7 HOEDOWN SCHEDULE - - 11 CIO O O 3" MIN DROP BEAM OF FOOTING AS NEED SINGLE SIDED SHEAR WALL DOUBLE SIDED SHEAR WALL is -i.i- - - - - nr -�r -�I ` � U FOR 1'-6" DIST EACH SIDE OF HOLDOWN FF r r (3'-0"TOTAL LENGTH) WALL TEE - PLAN VIEW ii II I � 2 SII 6 ' II r . 11 TYPICAL SHEAR WALL HOLDOWN AT FOUNDATION 7 HOLDOWN AT WALL CORNERS AND INTERSECTIONS 4 STANDARD PLATE WASHERI I.I II II II I . ss.00 1" = 1'-0" sa.00 1" = 1'-0" ss.00 1 1/2" = 1'-0" 7 I I HI III I 1a I II Ij I IIIc 1.111 II II I A _ FF SHEAR WALL SCHEDULE zxSTUD WALL, I 119 I I III{ 3 (III II II II I' . REF PLAN I APA RATED SHEATHING FRAMING THICKNESS AT SOLE PL CONNECTION TO DBL MUD SILL AND ANCHOR BOLTS I II I I I III{I ILII 0.148" DIA x 3" TYPE PANEL NAILING ADJOINING PANEL EDGES TOP PLATE (REF NOTE 1, 5) COMMENTS 11 II II 11 III{I II I II II ILII II I•I I•I NAILS @ 4"OC RUN PLYWOOD PAST HOLDOWN, REF 0.148" DIA x 3"NAILS AT 6"OC 2x SOLE PLATE W/SIMPSONIJ I.I I•I{I I �I �I �I II I)�I• 2x SILL PL W/5/8"DIA AB AT 48" I I I I ADJACENT WALL PLAN AND SCHEDULE q 15/32"SHTH(1)SIDE FOR PANEL EDGES, 12"OC 2x SDWS 0.220" DIA x 6"SCREW AT FIELD 14"OC I� -�I - - � - - 1L IL _ - il- - �I WALL PANEL EDGE NAILING, OC (EMBEDMENT= 7") REF SHEAR WALL SCHEDULE D r 0.148"DIA x 3" NAILS AT 4"oc 2x SOLE PLATE W/SIMPSON 2x SILL PL W/5/8" DIA AB AT 32" C ;> B 15/32"SHTH (1) SIDE FOR PANEL EDGES, 12"OC 3x SDWS 0.220" DIA x 6" SCREW AT g 13 � HOLDOWN POST, REF Oo WALL PANEL EDGE NAILING, FIELD 10"OC OC(EMBEDMENT= 7") O PLAN AND SCHEDULE REF SHEAR WALL SCHEDULE, O STAGGER NAILS 0.148" DIA x 3" NAILS AT 3"OC 2x SOLE PLATE W/SIMPSON 14 ui 2x SILL PL W/5/8"DIA AB AT 24" >- WALL PANEL EDGE NAILING, C 15/32"SHTH (1)SIDE FOR PANEL EDGES, 12"OC 3x SDWS 0.220" DIA x 6"SCREW AT T' O OC (EMBEDMENT= 7") REF SHEAR WALL SCHEDULE, FIELD OC CD STAGGER NAILS USE THE GREATER OF THE KING STUDS OR THE 0.148" DIA x 3"NAILS AT 2"OC 2x SOLE PLATE W/SIMPSON WALL SHEATHING, HOLDOWN POST 2x SILL PL W/5/8"DIA AB AT 16" O D 15/32"SHTH(1)SIDE FOR PANEL EDGES, 12"OC 3x SDWS 0.220" DIA x 6"SCREW Al 7" CL REF PLAN AND SHEAR FIELD OC OC (EMBEDMENT= 7") WALL SCHEDULE phase PERMIT SET WALL CORNER - PLAN VIEW 0.148"DIA x 3"NAILS AT 4"OC 3x SOLE PLATE W/(2) ROWS OFSHEAR WALL ELEVATION NOTES: 3x SILL PL W/5/8" DIA AB AT 16" E 15/32"SHTH (2) SIDES FOR PANEL EDGES, 12"OC 3x SIMPSON SDWS 0.220" DIA x 6" 1. TYPICAL WINDOW OR DOOR ROUGH OPENING, REF PLAN FOR LOCATIONS OC(EMBEDMENT=7") FIELD SCREWS AT 10"OC 2. WINDOW OR DOOR HEADER. REF PLAN FOR SIZE &ANY ADDITIONAL INFORMATION. O 3. CRIPPLE STUDS ABOVE & BELOW OPENINGS E HOLDOWN POST, REF HOLDOWN AND THREADED 4. DOUBLE SILL PLATE date FEB 08, 2019 O HOLDOWN SCHEDULE 0.148" DIA x 3" NAILS AT 3"OC 3x SOLE PLATE W/(2) ROWS OF ROD, REF HOEDOWN SCHEDULE 3x SILL PL W/5/8" ENT= -) 12" 5. TRIMMER STUDS ;= o HOEDOWN POST, REF F 15/32" SHTH (2)SIDES FOR PANEL EDGES, 12"OC 3x SIMPSON SDWS 0.220" DIA x 6" OC (EMBEDMENT=T') 6. TYPICAL WALL STUDS 001 8" MIN PLAN AND SCHEDULE FIELD SCREWS AT 8"OC 7. WOOD STRUCTURAL PANEL SHEATHING. LAY HORIZONTALLY OR VERTICALLY. REF SHEAR 1eVIS10nS THRDD PROJ HOLDOWN, REF WALL SCHEDULE FOR ADDITIONAL REQUIREMENTS (2)#5x4'-0" EACH WAY AT 0.148" DIA x 3"NAILS AT 2"OC 3x SOLE PLATE W/(2) ROWS OF I PLAN AND SCHEDULE 3x SILL PL W15/8" DIA AB AT 8" 8. PRESERVATION TREATED SILL PLATE i0 THICKENED SLAB FOOTING HOLDOWN ANCHOR (8"GAGE) G 15/32"SHTH (2)SIDES FOR PANEL EDGES, 12"OC 3x SIMPSON SDWS 0.220" DIA x 6" OC (EMBEDMENT= 7") 9. SOLE PLATE FIELD SCREWS AT S"OC 10. DOUBLE TOP PLATE. REF**TD130101** FOR SPLICE DETAIL C WALL SHEATHING, SHEAR WALL GENERAL NOTES (APPLICABLE TO ALL SHEAR WALL TYPES(: 11. HOLDOWN ANCHOR, OR STRAP, REF PLAN 1. IF ANCHOR BOLT SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL 1 ANCHOR WITHIN 12"OF EACH END. 12. WHERE ENDS OF SHEAR WALL OFFSET HOLDOWN POST TO ALIGN &CONTINUE TO � REF PLAN AND SHEAR ( ) FOUNDATION • • WALL SCHEDULE 2. SHEAR WALLS ARE TO BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OR DETAILED OTHERWISE. 13. ANCHOR BOLTS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL PIECE(A HOLE IN SILL I o >, 3. GALVANIZED NAILS SHALL BE USED FOR THE NAILS INTO PT OR FRT LUMBER. REMOVING MORE THAN 25%OF CROSS-SECTION SHALL BE CONSIDERED TO BE BREAKING c6 6" 4. ANCHOR BOLTS SHALL BE GALVANIZED AND SHALL HAVE A 1/4"X3"X3" GALVANIZED PLATE WASHER BETWEEN THE SILL PL AND NUT. REFERENCE SHEAR WALL DETAIL 5/S8.00 FOR PLATE)W/ONE BOLTS LOCATED NOT MORE THAN 12"OR LESS THAN 4" FROM THE END OF WALL SHEATHING, PLACEMENT REQUIREMENTS OF AB AND PL WASHER. EACH PIECE. REF PLAN AND SHEAR 5. PENETRATIONS-NO BLOCKING REQUIRED AT 4'/:"x 4'/2" MAXIMUM OPENINGS PROVIDED OPENINGS ARE SEPARATED BY 8" MINIMUM, HOLE IS CIRCULAR OR SQUARE CUT WITH 14. FOUNDATION, REF PLAN L`nn WALL SCHEDULE RADIUS CORNERS, NO OVERCUTTING, HOLES ARE NOT WITHIN LAST 16 OF SHEARWALL LENGTH, AND ACCUMULATED LENGTH OF THE OPENINGS IN THE SHEARWALL DOES NOT 15. PANEL EDGE NAILING, REF SHEAR WALL SCHEDULE,AND'*TD730202** ro / WALL PANEL EDGE NAILING, EXCEED THE LESSER OF 20%OF THE WALL LENGTH AND 18". OPENINGS BEYOND THESE PARAMETERS REQUIRE APPROVAL BY THE ENGINEER OF RECORD PRIOR TO CUTTING AND 16. INTERMEDIATE SUPPORT NAILLING @ 12"OC project # 16055 - - ---- -- ---- REF SHEAR WALL SCHEDULE DRILLING. 17. PROVIDE EDGE NAILING TO EACH HOEDOWN POST. WHERE HOEDOWN POST CONSISTS OF N 6. PENETRATIONS-BLOCKING REQUIRED AT 9"x 9"MAXIMUM OPENINGS PROVIDED OPENINGS ARE SEPARATED BY 16"MINIMUM, HOLE IS CIRCULAR OR SQUARE CUT WITH RADIUS BUILT UP MEMBERS PROVIDE STAGGERED NAILING TO EACH PIECE, REF TD130005 STANDARD SHEAR WALL 2x STUD WALL, HOEDOWN ANCHOR EMBEDMENT, CORNERS, NO OVERCUTTING, HOLES ARE NOT WITHIN LAST 16"OF SHEARWALL LENGTH, AND ACCUMULATED LENGTH OF THE OPENINGS IN THE SHEARWALL DOES NOT EXCEED THE 18. HOLDOWN POST O REF HOLDOWN SCHED THICKENED SLAB REF PLAN RUN PLYWOOD PAST LESSER OF 20%OF THE WALL LENGTH AND 18". 2x BLOCKING SHALL BE PROVIDED ABOVE AND BELOW THE OPENING, FOR THE WIDTH OF THE STUD BAY. SHEAR WALL SHEATHING 19. ALL SHEATHING EDGES ARE TO BE BLOCKED. REF SHEAR WALL SCHEDULE FOR FRAMING � SIM CONDITION ADJACENT WALL SHALL BE EDGE NAILED TO THIS BLOCKING. OPENINGS BEYOND THESE PARAMETERS REQUIRE APPROVAL BY THE ENGINEER OF RECORD PRIOR TO CUTTING AND DRILLING. THICKNESS AT ADJOINING PANEL EDGES. DETAILS < U 20. REF SHEAR WALL SCHEDULE**TDXXXXXX** Q O 3" MIN DROP BEAM OF 7. REFERENCE THE HOLDOWN SCHEDULE OR CONTINUOUS THREADED ROD HOLDOWN SCHEDULE (WHICHEVER APPLIES) FOR END POST REQUIREMENTS AT EACH END OF SHEAR mc) FOOTING AS NEED FOR V-6" PL 3/8x4x0'-4"W/NUT WALLS. EDGE NAIL SHEATHING TO END POSTS. ,7� DIST EACH SIDE OF HOLDOWN ABOVE AND BELOW WALL TEE - PLAN VIEW �p (3'-0"TOTAL LENGTH) �U S8mOO C) 12 HOLDOWN TO PT SLAB - INTERIOR 8 HOLDOWN AT WALL CORNERS AND INTERSECTIONS-DBL SIDED 5 SHEAR WALL SCHEDULE 2 TYPICAL SHEAR WALL ELEVATION - 2 STORY ss.00 1" - 1' 0" sa.00 3/8" = 1'-0" N� ss.00 1" = 1'-0" sa.00 1 - - cNU -- - --- ----- (000�m wm J 14 r� S9.20 IBI 9 I 4x POST W/(2) 2x KING, 10 REF DETAIL- LINO S9.20 - - Dull Olson Weekes - IBI Group 7 s 7 Architects, Inc. K cs 907 SW Stark Street Portland OR 97205 USA 2 tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com _ www.ibigroup.com I TYPICAL CANOPY 1 1/4" - 1'-0" 1 o V T8X2z.5 ss.zo 5 UCTiI�,,,�� TYP 1F0 PROpF� ss.za tnileFgs�r�d > WT13.5X64.5 � 61 II a X X 3/8" CLOSURE PLAT = PERIMETER (TYP) gOREGON 14 ti I FGQRY R.1'`q� l 1EXPIRES: 06-30 -2011 9 WT8X22.5 n u 14C\1 C14 N N N ;;) SIM S9.20 v X � 6x POST W/(2) 2x KING, - = Xo m � PER DETAIL-TYP FROELICH 17700 ENGINEER 5 d 1 Suite#S 5 2 Upper eoones Ferry Rd. WT8X22.5 Portland, Oregon 97224 WT13.5 64.5 Office: (503)624-7005 59.20 o Portland, OR. I Bend, OR. 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AHP APPARATUS HOUSING PLENUM INSUL INSULATION HWS HWS HEATING WATER SUPPLY TYPE (NONE SHOWN SIZE TYPE L=6"ABOVE FLOOR ALT ALTERNATIVE ISOL ISOLAT(OR)(ION) IF 4-WAY) F = FLOOR AL ALUMINUM KW KILOWATT HWR HWR HEATING WATER RETURN } S= SLOT DIFFUSER APD AIR PRESSURE DROP KWH KILOWATT HOUR RS RS REFRIGERANT SUCTION C =CEILING MISC. VALVES & COCKS APPROX APPROXIMATELY L LENGTH RL RL REFRIGERANT LIQUID Z ® T= DOOR TRANSFER ARCH ARCHITECT(URAL) LAT LEAVING AIR TEMP SHUT-OFF VALVE AUTO AUTOMATIC LB POUND RETURN EXHAUST SUPPLY GLOBE VALVE BDD BACKDRAFT DAMPER LDB LEAVING DRY BULB SEE SPEC FOR TYPE NECK DEMOLITION LEGEND SEE SCHEDULE FOR GRILLE) SHUT-OFF(SIDEWALL& FLOOR S SHUT-OFF VALVE WI TAMPER SWITCH J BI BACKWARD INCLINED LF LINEAR FEET �� TRIPLE DUTY VALVE BLDG BUILDING LFT LEAVING FLUID TEMPERATURE MING DIFFUSERS & GRILLES SIE �M jkl6j S eF@IIffI SER) CHECK VALVE BSMT BASEMENT LVG LEAVING REMOVE EXISTING DUCT BTU BRITISH THERMAL UNIT LWB LEAVING WET BULB 2-WAY CONTROL VALVE BTUH BRITISH THERMAL UNITS PER HOUR LWT LEAVING WATER TEMPERATUREREMOVE EXISTING PIPE �- 3-WAY CONTROL VALVE L L � CFH CUBIC FEET PER HOUR MAX MAXIMUM TERMINAL UNIT NUMBER UNIT NUMBER BALANCING VALVE CFM CUBIC FEET PER MINUTE MBH THOUSAND BTU PER HOUR FLOOR UNIT IS LOCATED FLOOR UNIT IS LOCATED FC r� CFS CUBIC FEET PER SECOND MECH MECHANICAL ON ON FLOW CONTROL VALVE ` ' I CLG CEILING OR COOLING MFR MANUFACTURER NEW AND EXISTING WORK AIRHANDLERHIA��NppDIILEEuR��NNUMBER EQUIPMENT TYPE SOLENOID VALVE GONG CONCRETE MIN MINIMUM TEROMITIS EQUIPMENT CONN CONNECT(ION) MISC MISCELLANEOUS _04- PRESSURE REDUCING VALVE CONT CONTINUE(ED)(UATION) MTD MOUNTED m O ® ® m W �„ MAV 4AAV AIR VENT(MANUAUAUTOMATIC) Dull Olson Weekes - IBI Group CL CENTERLINE NC NORMALLY CLOSED Architects, Inc. DDC DIRECT DIGITAL CONTROL NIC NOT IN CONTRACT SUPPLY RETURN EXHAUST OUTSIDE 1 0 RELIEF VALVE DEFL DEFLECTION NO NORMALLY OPEN AIR AIR AIR AIR STRAINER 907 SW Stark Street Portland OR 97205 EXISTING DUCT WORK NEW DUCT WORK COMBINATION SMOKE AUTOMATIC USA DN DOWN CAD OUTSIDE AIR DAMPER FIREISMOKE FIRE VOLUME STRAINER WI BLOWDOWN tel 503 226 6950 fax 503 273 9192 DP DEW POINT OC ON CENTER DISTANCE www.dowa-ibigroup.com DWDI DOUBLE WIDTH DOUBLE INLET OSA OUTSIDE AIR DUCT SECTIONS DAMPERS /DV DRAIN VALVE www.ibigroup.com DWG DRAWING PH PHASE EXISTING PIPING NEW PIPING HB HOSE BIBB EA EXHAUST AIR PP POLYPROPYLENE RETURN OR EXHAUST AIR FLOW UC 112" EAD EXHAUST AIR DAMPER PSI POUNDS PER SQUARE INCH --► UNDERCUT DOOR WH WALL HYDRANT �si SUPPLY OR OUTSIDE AIR FLOW ':. !fit' EAT ENTERING AIR TEMPERATURE PVC POLYVINYL CHLORIDE CONTROL SYMBOLS G GH GROUND HYDRANT ::_ PA E Pae-engineers.com EFF EFFICIENCY RYBULB R (RAD) RADIUOATEDSTEEL LOW PRESSURE DUCTWORK '�` STEAM TRAP ENTERING PVS PVC F&T/IB EFT ENTERING FLUID TEMPERATURE RA RETURN AIR ❑ DAMPER WITH OPERATOR PROFF� ELEC ELECTRIC(AL) RAD RETURN AIR DAMPER 2-WAY CONTROL VALVE D R=1-1/2D FOR ROUND PRESSURE GAUGE �� s I NZ ELEV ELEVATION REV REVISION J/p D R=2D FOR FLEX 3-WAY CONTROL VALVE T 9 9 ENGR ENGINEER RH RELATIVE HUMIDITY DO DIGITAL OUTPUT FROM DDC PANEL V V V`1LJ �2 n PRESSUREITEMPERATURE TEST PLUG L, EQ EQUAL RPM REVOLUTIONS PER MINUTE DIGITAL INPUT TO DDC PANEL �5c ` - ''JJ //� EQUIP EQUIPMENT SA SUPPLY AIR DIT�l THERMOMETER ? mob aN�e ESP EXTERNAL STATIC PRESSURE SCFM STANDARD CUBIC FEET PER MINUTE 0 ANALOG OUTPUT FROM DDC PANEL SECTION PLAN F do ch 19 N EWB ENTERING WET BULB SD SMOKE DAMPER AI ANALOG INPUT TO DDC PANEL SECTION PLAN T FLOW SWITCH �qs P. CO\'� a,6X19 EWT ENTERING WATER TEMPERATURE SECT SECTION FLEX DUCT ROUND DUCT 4 TEMPERATURE TRANSMITTER DIFFERENTIAL PRESSURE SWITCH EX EXTRACTOR SEMS SENSIBLE DP EP VALVE RETURN OR EXHAUST GRILLE CONNECTION QS (SIZE) SHOCK ARRESTOR xPiREs z-ai- s EXH EXHAUST SIM SIMILAR EP EXIST EXISTING SP STATIC PRESSURE Sp STATIC PRESSURE CONTROLLER 4 VACUUM BREAKER EXP EXPANSION SPEC SPECIFICATION VELOCITY PRESSURE TRANSMITTER D R=2D FOR FLEX D R=1-112D FOR ROUND WFM F DEGREES FAHRENHEIT SQ SQUARE VP WATER FLOW METER PNEUMATIC RELAY RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY FC FORWARD CURVED SF SQUARE FOOT(FEET) R � DAMPER END SWITCH `� DCVA FIG FIGURE SQ IN SQUARE INCH(ES) ES DOUBLE CHECK VALVE ASSEMBLY FILT FILTER SS STAINLESS STEEL CO CARBON MONOXIDE SENSOR DCDA FLEX FLEXIBLE STL STEEL CO2 CARBON DIOXIDE SENSOR SECTION PLAN SECTION PLAN BWV DOUBLE CHECK DETECTOR ASSEMBLY FPD FLUID PRESSURE DROP STRUCT STRUCTUR(E)(AL) UG BACKWATER VALVE FPM FEET PER MINUTE SWP SINGLE WALL PLENUM AMS AIR MONITORING STATION FLEX DUCT ROUND DUCT PIV UNDERGROUND GATE VALVE W/BOX FPS FEET PER SECOND SWSI SINGLE WIDTH SINGLE INLET VPP VELOCITY PRESSURE PROBE SUPPLY DIFFUSER CONNECTION UNDERGROUND GATE W/POST INDICATOR FT FEET/FOOT TEMP TEMPERATURE Ik PE SWITCH LINED PLENUM FTR FINNED TUBE RADIATOR TSP TOTAL STATIC PRESSURE �' � OUTSIDE SCREW&YOKE FU FIXTURE UNIT TYP TYPICAL SMK DUCT SMOKE DETECTOR Y PATTERN BOILER SLOWDOWN VALVE FLIT FUTURE V VOLTS �WFM WATER FLOW METER WITH ELECTRONIC TRANSMITTER SPIN IN -�\� NON-RETURN STOP VALVE -4-0 FV FACE VELOCITY VD VOLUME DAMPER JH PUSH BUTTON SWITCH g FITTING GA GAGE/GAUGE VEL VELOCITY SECTION PLAN FLEX DUCT QUICK OPENING BOILER SLOWDOWN VALVE _U SWITCHED MAIN AIR SECTION PLAN L GAL GALLON VERT VERTICAL PRESSURE TRANSMITTER RECTANGULAR DUCT SQUARE NECK _4"' GALV GALVANIZED VFD VARIABLE FREQUENCY DRIVE (f) GLY GLYCOL VTR VENT THROUGH ROOF MAIN AIR RETURN OR EXHAUST GRILLE SUPPLY DIFFUSER SIDE FLEX CONNECTION GPH GALLONS PER HOUR W WIDTH ELECTRONIC HUMIDITY TRANSMITTER QGPM GALLONS PER MINUTE WG WATER GAUGE HL DUCT MOUNTED HIGH LIMIT HUMIDISTAT �--� H HEIGHT WPD WATER PRESSURE DROP T ELECTRONIC TEMPERATURE SENSOR ��i Q HORIZ HORIZONTAL WTD WATER TEMPERATURE DROP FS FLOW SWITCH 1 O HP HORSEPOWER WTR WATER TEMPERATURE RISE 1 HTG HEATING W/ WITH T ELECTRONIC SENSOR WITH AVERAGING 0 N SECTION PLAN SECTION PLAN ID INSIDE(DIAMETER/DIMENSION) WIO WITHOUT Q �••� rn SYMBOLS SUPPLY DIFFUSER HARD CONNECTION SIDEWALL SUPPLY GRILLE CONNECTION Of MISC. FITTINGS & SYMBOLS MEDIUM PRESSURE DUCTWORK cn OA ACCESS PANEL OK CAP EXISTING/CAP FOR FUTURE DIRECTION OF FLOW DIRECTION OF SLOPE © BELOW GRADE I FLOOR ® RELOCATE EXISTING PIPE SLEEVE © O .aQ o REDUCER CONICAL TEE LOW LOSS LATERAL TEE CONICAL LATERAL C- o mt OE EXISTING TO REMAIN O1 NOTE ANCHOR BRANCH FITTINGS rn d ELBOW(90°) CALL OUT SYMBOLS R=1-1/2D R=.2D L=D1-D2 c i c i ELBOW(45°) D -L o j j TEE WALL MOUNTEDO R I �_ (0 o 0 LO LID CROSS PENDANT MOUNTED co co CARBON MONOXIDE `� �r D1 D:ID2 T r TEMPERATURE V CARBON DIOXIDE ELBOW Y-BRANCH BELL MOUTH REDUCER PIPING CONNECTIONS ' No JOINT OR COUPLING POINT OH HUMIDITY f NITROGEN OXIDE UNION ROOM SENSORS DUCT DETAILS LOW VELOCITY �I - FLANGED CONNECTION R=1-1/2W rrr _ L416 ] CAP W .I PLUG OR BLIND FLANGE 0 RISER TURNING VANES IN ALL SIZE SHOWN IS 0 ELBOW UP ELBOWS AND TEES FLEX CLEAR MECHANICAL DRAWING LIST 0 ELBOW DOWN RADIUS ELBOW MITER ELBOWS &TEES CONNECTION Ac6@J 'fd&AA ER SHEET # SHEET NAME O TEE UP R=1-112W TEE DOWN W MO.01 SYMBOLS, LEGENDS & ABBREVIATIONS - MECHANICAL I HORIZONTAL TEE MO.02 SCHEDULES - MECHANICAL FLEXIBLE CONNECTION MO.03 SCHEDULES - MECHANICAL -offBALL JOINT- LESS THAN 150 150 TO 300 GREATER THAN 300 MO.04 SCHEDULES - MECHANICAL !MC MECHANICAL COUPLINGMO.05 SCHEDULES - MECHANICAL DUCT OFFSETS HEAT TRACE M2.00 UNDERGROUND PLAN - MECHANICAL M2.01 OVERALL FIRST FLOOR PLAN - MECHANICAL M2.02 OVERALL SECOND FLOOR PLAN - MECHANICAL phase Bid & Permit 30° MAX 30° MAX M2.03 OVERALL ROOF PLAN - MECHANICAL URECTANGULAR TO ROUND M2.10 FIRST FLOOR PLAN SECTOR A- MECHANICAL °r° TRANSITIONS M2.11 FIRST FLOOR PLAN SECTOR B - MECHANICAL date February 8, 2019 M2.12 FIRST FLOOR PLAN SECTOR C - MECHANICAL LU M2.14 FIRST FLOOR PLAN SECTOR E - MECHANICAL revisions i c M2.20 SECOND FLOOR PLAN SECTOR A- MECHANICAL 450 4" MIN OR M2.21 SECOND FLOOR PLAN SECTOR B - MECHANICAL 114W OR M2.22 SECOND FLOOR PLAN SECTOR C - MECHANICAL o W 12" MAX M2.23 SECOND FLOOR PLAN SECTOR D - MECHANICAL RECTANGULAR DUCT FITTING M2.24 SECOND FLOOR PLAN SECTOR E - MECHANICAL WM2.50 ROOF PLAN SECTOR A- MECHANICAL M2.51 ROOF PLAN SECTOR B - MECHANICAL M2.52 ROOF PLAN SECTOR C - MECHANICAL •� SPIN-IN CONICAL SPIN-IN M2.53 ROOF PLAN SECTOR D - MECHANICAL project# 1 16055 FITTING FITTING M2.54 ROOF PLAN SECTOR E - MECHANICAL M3.01 OVERALL FIRST FLOOR PLAN - HVAC PIPING SYMBOLS, LEGENDS & W RECTANGULAR TO ROUND FITTING M3.02 OVERALL SECOND FLOOR PLAN - HVAC PIPING ABBREVIATIONS - �� M4.01 ENLARGED PLANS - MECHANICAL oN M4.02 ENLARGED PLANS - MECHANICAL MECHANICAL oM M5.01 DETAILS - MECHANICAL N� M5.02 DETAILS - MECHANICAL rno M6.01 DIAGRAMS - MECHANICAL momol oM M7.01 CONTROL DIAGRAMS - MECHANICAL cN�o� M7.02 CONTROL DIAGRAMS - MECHANICAL Nm SPLIT SYSTEM SCHEDULE AIR HANDLING UNIT SCHEDULE SUPPLY DX COOLING ELECTRICAL MINIMUM TAG NUMBER AHU-101 RTU-301 RTU-302 RTU-303 RTU-304A RTU-3046 RTU-305 RTU-306 RTU-307 RTU-308 FILTER TOTAL EFFICIENCY APPROX. LOCATION BOILER ROOM ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF TAG AIRFLOW ESP MERV CAPACITY EAT VOLT/ WEIGHT MANUFACTURER SERVICE MAIN GYM AUX GYM KITCHEN BAND COMMONS COMMONS ADMIN N CLASSROOMS S CLASSROOMS DRAMA NUMBER LOCATION SERVICE TYPE CFM (IN.WG.) RATING (MBH) (°F DB/WB) MCA PHASE (S)EER (LBS) & MODEL NOTES MAX OSA CFM 10,500 8,500 5,150 6,000 11,050 6,500 4,200 47,000 33,000 1,500 ACU-101 MAIN ELEC E110 MAIN ELEC E110 WALL MOUNTED 950 0.25 8 33 80/67 208/1 50 LG 1, 2, 3 CODE MIN OSA CFM 3,650 2,350 2,450 2,800 4,100 3,050 1,000 17,000 12,000 600 (000 ACU-102 IDF B121 IDF 8121 WALL MOUNTED 620 0.25 8 18 80/67 - 208/1 - 50 LG 1, 2, 3 MIXING BOX PRE-FILTER MERV RATING 8 8 8 8 8 8 8 8 8 8 - - ACU-103 SUB ELEC B120 SUB ELEC B120 WALL MOUNTED 620 0.25 8 18 80/67 - 208/1 - 50 LG 1, 2, 3 FINAL FILTER MERV RATING 12 12 12 12 12 12 12 12 12 12 ACU-104 SUB ELEC A115 SUB ELEC A115 WALL MOUNTED 620 0.25 8 18 80/67 - 208/1 - 50 LG 1, 2, 3 QUANTITY 1 1 1 1 1 1 1 1 1 1 ACU-105 IDF A116 IDF A116 WALL MOUNTED 620 0.25 8 18 80/67 - 208/1 - 50 LG 1, 2, 3 AIRFLOW CFM 10,500 8,500 5,150 6,000 11,050 6,500 4,200 47,000 33,000 1,500 ACU-106 OFFICE E203 OFFICE E203 WALL MOUNTED 350 0.25 8 9 80/67 - 208/1 - 50 LG 1, 2, 3 ACU-107 OFFICE E208 OFFICE E208 WALL MOUNTED 350 0.25 8 9 80/67 - 208/1 - 50 LG 1, 2, 3 FAN TYPE PLENUM PLENUM FORWARD CURVE FORWARD CURVE FORWARD CURVE FORWARD CURVE FORWARD CURVE AIRFOIL AIRFOIL FORWARD CURVE ACU-108 MDF E111 IDF A116 WALL MOUNTED 620 0.25 8 18 80/67 - 208/1 - 50 LG 1, 2, 3 TSP (IN. WG.) 1.7 1.7 2.0 2.0 2.0 2.0 1.9 5.0 SUPPLY FAN ESP (IN. WG.) 0.8 0.8 0.8 1.5 0.8 0.8 1.5 2.5 2.5 0.8 ACCU-301 ROOF ACU-101 AIR COOLED 2,120 - - - 19 208/1 17.5 150 LG 1, 2 FAN RPM 981 1,082 1,175 1,043 942 581 942 1,154 970 1,436 ACCU-302 ROOF ACU-102 AIR COOLED 2,120 - - - - 19 208/1 20.5 150 LG 11, 2 MOTOR BHP 4.4 3.6 3.3 4.6 7.6 3.4 4.1 68.6 39.6 1.8 ACCU-303 ROOF ACU-103 AIR COOLED 2,120 - - - - 19 208/1 20.5 150 LG 1, 2 MOTOR HP 10 7.5 5 10 10 5 5.0 75 40.0 3.0 ACCU-304 ROOF ACU-104 AIR COOLED 2,120 - - - - 19 208/1 20.5 150 LG 1, 2 VOLT/PHASE 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 ACCU-305 ROOF ACU-105 AIR COOLED 2,120 - - - - 19 208/1 20.5 150 LG 11, 2 VFD YES YES YES YES YES YES YES YES YES YES ACCU-306 ROOF ACU-106 AIR COOLED 1,165 - 10 208/1 21.5 150 LG 1, 2 QUANTITY 1 1 1 1 1 1 1 1 1 1 ACCU-307 ROOF ACU-107 AIR COOLED 1,165 - 10 208/1 21.5 150 LG 11, 2 AIRFLOW CFM 10,500 8,500 5,150 6,000 11,050 6,500 4,200 47,000 33,000 1,500 ACCU-308 ROOF ACU-108 AIR COOLED 2,120 - 19 208/1 20.5 150 LG 1, 2 GENERAL NOTES: FAN TYPE PLENUM PLENUM MICRO METL PE MICRO METL PE POWER EXHAUST POWER EXHAUST MICRO METL PE POWER EXHAUST POWER EXHAUST MICRO METL PE TSP (IN. WG.) 0.8 0.6 0.5 0.5 0.3 1.0 0.5 1.0 1.0 0.5 A. MINIMUM EFFICIENCY IS AT ARI STANDARD CONDITIONS. RETURN/RELIEF ESP (IN. WG.) 0.3 0.3 0.5 0.5 0.3 0.3 0.5 1.0 1.0 0.5 ' ' NOTES: 1. PROVIDE CONDENSATE PUMP: LITTLE GIANT EC-400, 120 VOLTS, 1 PHASE, 0.24 AMPS, 20 WATTS. FAN FAN RPM 972 926 688 688 - - - 411 413 864 2. INDOOR UNIT RECEIVES POWER FROM OUTDOOR UNIT. MOTOR BHP 3.5 1.9 2.0 2.0 2.0 2.0 2.0 28.1 20.7 0.5 3. COOLING ONLY UNIT. MOTOR HP 5.0 3.0 2.0 2.0 2.0 2.0 2.0 30.0 20.0 1/2 Dull Olson Weekes - IBI Group VOLT/PHASE 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 460/3 VFD YES YES YES YES YES YES YES YES YES YES Architects, Inc. CABINET UNIT HEATERS / UNIT HEATERS AIR COOLED QUANTITY 3 4 2 2 3 9 6 1 907 SW Stark Street Portland OR 97205 HYDRONIC HEATING COIL ELECTRICAL CONDENSER FAN MOTOR FLA(EA) - - 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 USA HEATING MIN APPROX. EAT (°F) 52 52 47 47 52 47 57 52 52 52 tel 503 226 6950 fax 503 273 9192 TAG AIRFLOW CAPACITY EWT WTD VOLT/ WEIGHT MANUFACTURER LAT (°F) 90 87 90 70 90 91 72 71 70 90 www.dowa-ibigroup.com com HYDRONIC www.ibigroup.com NUMBER LOCATION SERVICE TYPE (CFM) (MBH) (°F) GPM (°F) HP PHASE (LBS) & MODEL NOTES GPM 22 17 12 9 23 16 4 50 33 3 CUH-101 NOT USED HEATING COIL EWT (°F) 140 140 140 140 140 140 140 140 140 140 CUH-102 NOT USED MIN WTD (°F) 40 40 40 40 40 40 40 40 40 40 CUH-103 COMMONS VESTIBULE COMMONS VESTIBULE VERTICAL RECESSED 610 41 140 1 2.7 1 40 1 1/15 1 115/1 1 150 1 TRANE FORCE-FLO H �� CUH-201 MAIN ENTRY VESTIBULE MAIN ENTRY VESTIBULE VERTICAL RECESSED 610 41 140 2.7 40 1/15 115/1 150 H TRANE FORCE-FLO COOLING EAT (°F DB/WB) - - 83/65 83/65 82/65 83/65 80/65 82/65 82/65 82/65 UH-101 BOILER ROOM BOILER ROOM HORIZONTAL 1100 14 140 0.7 40 1/8 115/1 50 TRANE MODELS DX REFRIGERANT LAT (°F DB/WB) 57/56 57/55 57/55 55/53 57/55 55/54 57/55 57/55 _ pae-engineers.com UH-201 RISER ROOM RISER ROOM HORIZONTAL 1100 14 140 0.7 40 1/8 1 115/1 50 TRANE MODELS COIL TOTAL CAPACITY (MBH) 151 184 334 242 121 1557 1051 48 GENERAL NOTES: EFFICIENCY (S)EER - - 12.6 12.6 10.0 10.3 13.1 10.2 9.8 (16.4) A. NONE ELECTRICAL MCA 27.2 19.4 48.0 53.9 82.0 71.0 29.0 384 257 15.0 p PROF APPROX. WEIGHT (LBS) 5,000 6,500 3,000 6,000 6,000 6,000 2,500 28,000 21,000 2,000 t NES MANUFACTURER & MODEL CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER ��e DIFFUSERS AND GRILLES NOTES 1 2 3 3 3 3 3 3 3 3 in 9 9 INLET FACE SIZE GENERAL NOTES: A. MINIMUM OSA CALCULATED BASED ON CODE AND ASHRAE STANDARD 62. orr TAG CFM RANGE SIZE T-BAR HARD LID MAX THROW MANUFACTURER y i• NUMBER TYPE MIN MAX (IN) (IN) (IN) NC (FT) & MODEL NOTES B. HEATING COILS BASED ON MAXIMUM FACE VELOCITY OF 750 FPM, 0.15 IN WG MAXIMUM AIR PRESSURE DROP, 5FT WG MAXIMUM WATER PRESSURE DROP. 0 125 6 24x24 13x13 12 2-2-5 C. PROVIDE SCCR SUFFICIENT TO MEET THE AVAILABLE FAULT CURRENT AT THE PANELBOARD OR SWITCHBOARD FROM WHICH THE UNIT IS FED. COORDINATE WITH ELECTRICAL DRAWINGS AND ELECTRICAL CONTRACTOR. Spy h 19 CEILING 126 220 8 24x24 15x15 17 2-3-6 D. EFFICIENCY LISTED IS AT AHRI CONDITIONS. qS P C0� C-1 SUPPLY 221 345 10 24x24 17x17 21 3-4-8 TITUS PCs NOTES: 1. UNIT MOUNTED ON HOUSEKEEPING PAD. DIFFUSER 346 500 12 24x24 19x19 24 3-5-9 2. UNIT MOUNTED ON ROOF CURB. ExPiREs 2-31-19 501 780 16 24x24 23x23 28 4-6-11 3. UNIT MOUNTED ON VIBRATION ISOLATING ROOF CURB. 0 340 10x10 24x24 12x12 17 - CEILING 341 780 15x15 24x24 17x17 22 - C2 RETURN/ 781 1125 18x18 24x24 20x20 24 - TITUS PAR BOILER SCHEDULE EGRILLET 1129 1670 22x22 24x24 24x24 26 - FUEL FLUID ELECTRICAL 1671 3500 22x46 24x48 24x48 25 INPUT OUTPUT SUPPLY RETURN MAX MIN MAX MINIMUM APPROX. GENERAL NOTES: TAG CAPACITY CAPACITY TEMP TEMP FLOW FLOW WPD VOLT/ EFFICIENCY WEIGHT MANUFACTURER A. NOISE CRITERIA(NC) BASED ON ROOM ABSORPTION OF 10 dB, MEASURED PER ANSI/ASHRAE STANDARD 70. NUMBER LOCATION SERVICE TYPE TYPE (MBH) (MBH) (°F) (°F) (GPM) (GPM) (FT. WG) PHASE (AFUE) (LBS) & MODEL NOTES B. THROW VALUES GIVEN FOR TERMINAL VELOCITIES 150, 100, AND 50 FPM FOR ISOTHERMAL CONDITIONS. B-101 MECHANICAL ROOM HTG WATER CONDENSING NAT. GAS 3,000 2,781 140 100 140 60 2.0 208/3 93% 5,000 KN-30 1 C. REFER TO DIFFUSER TAGS AND SPECIFICATIONS FOR DIFFUSERS NOT INCLUDED IN THIS SCHEDULE. B-102 MECHANICAL ROOM HTG WATER CONDENSING NAT. GAS 3,000 2,781 140 100 1 140 60 2.0 208/3 93% 5,000 KN-30 1 NOTES: GENERAL NOTES: 1. ONE 1-INCH SLOT. A. UNITS MOUNTED ON HOUSEKEEPING PAD. 2. TWO 1-INCH SLOTS. B. MINIMUM EFFICIENCY IS AT 100% FIRE, 100 DEG F RETURN WATER TEMPERATURE AND 140 DEG F SUPPLY WATER TEMPERATURE. C. PROVIDE 48 INCHES CLEAR BETWEEN MULTIPLE BOILERS. DESIGN CONDITIONS - PORTLAND, OR D. PROVIDE A MINIMUM SIDE CLEARANCE OF 36 INCHES FOR EACH BOILER. E. PROVIDE 36 INCHES TOP CLEARANCE ABOVE BOILER. }� SPACE WINTER SUMMER F. PROVIDE TWO MEANS OF EXIT WHEN BOILER ROOM EXCEEDS 500 SF AND THE COMBINED BOILER CAPACITY EXCEEDS 1,000 MBH. TEMPERATURE HUMIDITY TEMPERATURE HUMIDITY OUTDOOR 22.7° F DB 9.6° FDIP/9.0 HR/29.8 ° F MCDB 91.7° F DB/67.8° F MCWB63.7° F DP/89.0 HR/76.5° F MCDB G. PROVIDE BOILER SHUT-OFF BUTTON AT EXIT(S)TO BOILER ROOM. ACTIVATION OF THE BUTTON SHALL SHUT OFF POWER AND FUEL SUPPLY TO BOILERS. U INDOOR 68° F±2' F DB 50% RH MAX, NO MINIMUM 74° F f 2° F DB 50% RH MAX, NO MINIMUM H.VENT EACH BOILER INDIVIDUALLY THROUGH ROOF. }a GENERAL NOTES: NOTES: A. OUTDOOR CONDITIONS BASED ON ASHRAE FUNDAMENTALS 2017 99.6%AND 0.4% DATA. 1. PROVIDE INDIVIDUAL CONDENSATE TRAP FOR EACH BOILER, AND ONE YEAR'S SUPPLY OF NEUTRALIZATION AGENT. PUMP SCHEDULE PERFORMANCE MOTOR O PUMP APPROX. 0 TAG FLUID FLOW HEAD EFFICIENCY VOLT/ WEIGHT MANUFACTURER C. N NUMBER LOCATION SERVICE TYPE TYPE (GPM) (FT. WC.) % HP RPM VFD PHASE (LBS) & MODEL NOTES C HWP-101 BOILER ROOM HEATING WATER END SUCTION WATER 280 60 75 7.5 1800 YES 460/3 500 B&G e1510 Q V HWP-102 BOILER ROOM HEATING WATER END SUCTION WATER 280 60 75 7.5 1800 YES 460/3 500 B&G e1510 CP-301 RTU-301 RTU-301 CIRC PUMP INLINE WATER 17 15 52 1/4 1800 NO 120/1 75 B&G e90 0 CP-302 RTU-302 RTU-302 CIRC PUMP INLINE WATER 12 15 42 1/4 1800 NO 120/1 75 B&G e90 CP-303 RTU-303 RTU-303 CIRC PUMP INLINE WATER 9 15 42 1/4 1800 NO 120/1 75 B&G e90 CP-304A RTU-304A RTU-304A CIRC PUMP INLINE WATER 23 15 62 1/4 1800 NO 120/1 75 B&G e90 '- CP-3046 RTU-304B RTU-304B CIRC PUMP INLINE WATER 16 15 52 1/4 1800 NO 120/1 75 B&G e90 (� CP-305 RTU-305 RTU-305 CIRC PUMP INLINE WATER 4 15 34 1/4 1800 NO 120/1 75 B&G e90 CP-306 RTU-306 RTU-306 CIRC PUMP INLINE 1 WATER 50 15 72 1/2 1800 NO 120/1 100 B&G e90 CP-307 RTU-307 RTU-307 CIRC PUMP INLINEWATER 33 15 65 1/3 1800 NO 120/1 75 B&G e90 j CP-308 RTU-308 RTU-308 CIRC PUMP INLINE WATER 3 15 34 1/4 1800 NO 120/1 75 B&G e90 GENERAL NOTES: CO 'C*-O A. PROVIDE TEFC TYPE MOTORS WHERE SCHEDULED AND WHERE PUMP IS LOCATED WITHIN THE AIRSTREAM. ti NOTES: 9+ -0 �- 1. NONE. }� L � co � FAN SCHEDULE .0)ci � � C> AIRFLOW MOTOR APPROX. TAG TSP FAN VOLT/ WEIGHT MANUFACTURER& NUMBER LOCATION SERVICE TYPE CFM (IN WG) RPM HP PHASE VFD (LBS) MODEL NOTES KEF-301 ROOF DISHWASHER UPBLAST 425 1.5 1725 1/6 208/1 YES 100 GREENHECK CUE-085-VG 2, 3, 7 KEF-302 ROOF KITCHEN HOOD UPBLAST 2,100 2.0 1725 1-1/2 208/1 YES 200 GREENHECK CUE-161 11, 2 RGF-301 ROOF UNDERSLAB RADON INLINE 225 0.8 - 150 W 120/1 NO 25 FANTECH HP - RGF-302 ROOF UNDERSLAB RADON INLINE 225 0.8 - 150 W 120/1 NO 25 FANTECH HP - RGF-303 ROOF UNDERSLAB RADON INLINE 225 0.8 - 150 W J 120/1 NO 25 FANTECH HP - RGF-304 ROOF UNDERSLAB RADON INLINE 225 0.8 - 150 W 120/1 NO 25 FANTECH HP - RGF-305 ROOF UNDERSLAB RADON INLINE 225 0.8 - 150 W 120/1 NO 25 FANTECH HP - EF-301 ROOF KILN EXHAUST UPBLAST 500 1.0 1725 1/4 208/1 NO 100 GREENHECK CUE 5, 6, 8 EF-302 ROOF RESTROOMS DOWNBLAST 2,400 0.5 1750 1/2 120/1 NO 100 GREENHECK AE 5 EF-303 ROOF RESTROOMS DOWNBLAST 2,300 0.5 1750 1/2 120/1 NO 100 GREENHECK AE 5 EF-304 ROOF RESTROOMS DOWNBLAST 905 0.5 1750 1/2 120/1 NO 100 GREENHECK AE 5 EF-305 ROOF LOCKER ROOMS DOWNBLAST 3,550 0.5 1140 1 120/1 NO 200 GREENHECK AE 5 EF-306 ROOF RESTROOM DOWNBLAST 1,500 0.5 1750 1/2 120/1 NO 100 GREENHECK AE 5 CF-101 COMMONS COMMONS CEILING - - 56 - 120/1 NO 150 BIG ASS -ESSENCE 4 CF-102 COMMONS COMMONS CEILING - - 56 - 120/1 NO 150 BIG ASS -ESSENCE 4 CEF-101 LOCKER RM GIRLS LOCKER ROOM CABINET 1,650 0.4 1100 580 W 120/1 NO 100 GREENHECK CSP-A2150 CEF-102 LOCKER RM BOYS LOCKER ROOM CABINET 1,650 0.4 1100 580 W 120/1 NO 100 GREENHECK CSP-A2150 NOTES: 1. SERVES TYPE I KITCHEN EXHAUST. 2. STRUCTURAL TO PROVIDE SUPPORT CURB. 3. PROVIDE VARI-GREEN REMOTE DIAL FOR INDOOR WALL MOUNTING. 4. PROVIDE WHITE MOTOR HOUSING WITH SILVER TRIM. PROVIDE WALL MOUNTED CONTROL. 5. PROVIDE MOTORIZED DAMPER IN ROOF CURB. PROVIDE HINGED CURB CAP AND RESTRAINING CABLE FOR ACCESS FROM ROOF. J 6. FAN SERVES OWNER SUPPLIED KILN EQUIPMENT. 7. UNIT SERVES TYPE II KITCHEN EXHAUST phase Bid & Permit 8. UNIT TO BE PROVIDED FOR HIGH TEMPERATURE APPLICATION. Z LU U co TANK SCHEDULE date February 8, 2019 OPERATING PRESSURE VOLUME LU RELIEF MAX SYSTEM APPROX TAG FILL VALVE TOTAL ACCEPTANCE CONNECTION WEIGHT MANUFACTURER reVISIOnS `N NUMBER LOCATION SERVICE TYPE (PSIG) (PSIG) (GAL) (GAL) (IN) (LBS) & MODEL NOTES EXPANSION TANKS ti ET-101 BOILER ROOM HEATING WATER LOOP BLADDER 1 15 50 1 53 1 53 1 2.00 1 250 1 AMTROL ST-447C GENERAL NOTES: 0 A. FLOOR MOUNTED TANK INSTALLED ON 4-INCH HOUSEKEEPING PAD. 0 B. DESIGNED AND CONSTRUCTED PER ASME CODE SECTION VIII DIVISION 1. CO NOTES: a� 1. TANK SIZE BASED ON MINIMUM TEMPERATURE 40°F MAXIMUM TEMPERATURE 140°F. a project# 16055 o SCHEDULES - �Cn MECHANICAL c-N CV ce) MOmO2 N� 00 00 NM Nm VENTILATION SCHEDULE - MULTIPLE SPACES-OREGON AHU-101 MAIN GYM PEOPLE AREA OUTDOOR OUTDOOR OUTDOOR PRIMARY AIRFLOW AIRFLOW DEFAULT AIRFLOW ZONE AIR OUTDOOR PRIMARY FLOOR AIRFLOW RATE RATE OCCUPANT RATE DISTRIBUTION AIR INTAKE OUTDOOR -AREA RATE OCCUPANCY Rp Ra DENSITY CODE DESIGN Vbz EFFECTIVENESS Voz AIR FRACTION LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) (CFM/SF) (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Zp NOTES 1-01-MAIN GYM7000 8000 m, tadium, arena (playarea) 0.30 - 0.0 500.0 2100.0 0.8 2625 0.33 1-01-105 STORAGE 300 150 Storage rooms 0.12 - 0.0 - 36.0 0.8 45 0.30 01-02-105 MULTI USE 2850 2350 [G!ym, stadium, arena (play area) 0.30 - 0.0 200.0 855.0 0.8 1069 0.45 J TOTALS: 10150 10500 1 0 700 1 2991 1 3739 1 Zp max= 0.45 J TOTAL AIRFLOW: 10500 SYSTEM VENTILATION EFFICIENCY- Ev: 0.83 SYSTEM POPULATION: 700 OCCUPANT DIVERSITY- D: 1.00 AHU-101 OUTDOOR AIRFLOW RATE: 3,650 UNCORRECTED OUTDOOR AIR INTAKE -Vou: 2,991 MEETS CODE REQUIRED FLOWRATE: PASSES CODE REQUIRED OUTDOOR AIR INTAKE FLOWRATE -Vot: 3,604 GENERAL NOTES: r� 1. SYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. 2. REFER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. 01a I B ' NOTES: LJ A. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY, WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. I VENTILATION SCHEDULE- MULTIPLE SPACES-OREGON Dull Olson Weekes - IBI Group Architects, Inc. RTU-301 AUX GYM 907 SW Stark Street Portland OR 97205 PEOPLE AREA USA OUTDOOR OUTDOOR OUTDOOR tel 226 6950 fax 503 273 9192 www.d.dowa-ibig rou p.com PRIMARY AIRFLOW AIRFLOW DEFAULT AIRFLOW ZONE AIR OUTDOOR PRIMARY www.ibigroup.com FLOOR AIRFLOW RATE RATE OCCUPANT RATE DISTRIBUTION AIR INTAKE OUTDOOR AREA RATE OCCUPANCY Rp Ra DENSITY CODE DESIGN Vbz EFFECTIVENESS Voz AIR FRACTION LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) (CFM/SF) (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Zp NOTES Ham:: 301-01-100 AUX GYM 6220 6000 Gym, stadium, arena (play area) - 0.30 0.0 450.0 1866.0 0.8 2333 0.39 PA E pae-engineers.com 301-01-105 CORRIDOR 869 200 Corridors - 0.06 - 0.0 - 52.1 0.8 66 0.33 301-02-100 OFFICE 140 75 Office spaces 5 0.06 5 0.7 1.0 13.4 0.8 17 0.23 301-02-105 OFFICE 140 75 Office spaces 5 0.06 5 0.7 1.0 13.4 0.8 17 0.23 301-02-110 LOCKER RM 970 1000 1 Locker/dressing roomsg - - 0.0 - 0.0 0.8 0 0.00 `<��D PROFfSJ, 301-02-115 LOCKER RM 990 1000 Locker/dressing rooms - - 0.0 - 0.0 0.8 0 0.00 ��o I NES TOTALS: 9329 8350 1 452 1945 2433 Zp max= 0.39 /183 9 9 TOTAL AIRFLOW: 8350 SYSTEM VENTILATION EFFICIENCY- Ev: 0.84 ON SYSTEM POPULATION: 452 OCCUPANT DIVERSITY- D: 1.00 RTU-301 OUTDOOR AIRFLOW RATE: 2,350c 1° UNCORRECTED OUTDOOR AIR INTAKE -Vou: 1,945 MEETS CODE REQUIRED FLOWRATE: PASSES yo�gShP.gCO��\�� CODE REQUIRED OUTDOOR AIR INTAKE FLOWRATE -Vot: 2,304 GENERAL NOTES: 1. SYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. EXPIRES 12-31-19 2. REFER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. NOTES: A. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY, WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. VENTILATION SCHEDULE- MULTIPLE SPACES-OREGON RTU-302 KITCHEN PEOPLE AREA OUTDOOR OUTDOOR OUTDOOR PRIMARY AIRFLOW AIRFLOW DEFAULT AIRFLOW ZONE AIR OUTDOOR PRIMARY FLOOR AIRFLOW RATE RATE OCCUPANT RATE DISTRIBUTION AIR INTAKE OUTDOOR AREA RATE OCCUPANCY Rp Ra DENSITY CODE DESIGN Vbz EFFECTIVENESS Voz AIR FRACTION LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) (CFM/SF) (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Zp NOTES 302-02-100 KITCHEN 3450 5000 Kitchens (cookin )b -- - - 0.0 15.0 0.0 0.8 0 0.00 }0 302-02-105 OFFICE 100 1 150 Office spaces 5 0.06 1 5 0.5 1.0 11.0 0.8 14 0.09 U TOTALS: 1 3550 1 5150 1 1 16 11 1 14 Zp max= 0.09 f= TOTAL AIRFLOW: 5150 SYSTEM VENTILATION EFFICIENCY- Ev: 1.00 U SYSTEM POPULATION: 16 OCCUPANT DIVERSITY- D: 1.00 RTU-302 OUTDOOR AIRFLOW RATE: 2,450 Q UNCORRECTED OUTDOOR AIR INTAKE -Vou: 11 MEETS CODE REQUIRED FLOWRATE: PASSES CODE REQUIRED OUTDOOR AIR INTAKE FLOWRATE-Vot: 11 GENERAL NOTES: 1. SYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. 0 NOTES: 2. FER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. _0 N A. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY, WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. 0 U ^J VENTILATION SCHEDULE- MULTIPLE SPACES -OREGON V O RTU-303 BAND c CD PEOPLE AREA H OUTDOOR OUTDOOR OUTDOOR PRIMARY AIRFLOW AIRFLOW DEFAULT AIRFLOW ZONE AIR OUTDOOR PRIMARY > FLOOR AIRFLOW RATE RATE OCCUPANT RATE DISTRIBUTION AIR INTAKE OUTDOOR 5 Q O ti AREA RATE OCCUPANCY Rp Ra DENSITY CODE DESIGN Vbz EFFECTIVENESS Voz AIR FRACTION G O O LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) (CFM/SF) (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Zp NOTES 303-02-100 OFFICE & STORAGE 140 150 Storage rooms -- 0.12 0.0 16.8 0.8 21 0.14 L m m 303-02-105 CHOIR 1137 1260 Music/theater/dance 10 0.06 35 39.8 39.8 466.2 0.8 583 0.46 fn 303-02-110 ORCHESTRA 1500 1540 Music/theateddance 10 0.06 35 52.5 52.5 615.0 0.8 769 0.50 cc co O O 303-02-115 INSTR. STORAGE 200 100 Storage rooms 0.12 0.0 24.0 0.8 30 0.30 303-02-120 CHAIR STORAGE 265 120 Storage rooms -- 0.12 -- 0.0 - 31.8 0.8 40 0.33 303-02-125 MUSIC OFFICE 288 150 Office spaces 5 0.06 5 1.4 1.4 24.5 0.8 31 0.21 + `� 303-02-130 BAND 1990 1700 Music/theater/dance 10 0.06 35 69.7 69.7 815.9 0.8 1020 0.60 303-02-135 CORRIDOR 835 200 Corridors - 0.06 - 0.0 - 50.1 0.8 63 0.32 303-02-140 PRAC RM 70 100 Office spaces 5 0.06 5 0.4 1.0 9.2 0.8 12 0.12 303-02-145 PRAC RM 75 100 Office spaces 5 0.06 5 0.4 1.0 9.5 0.8 12 0.12 303-02-150 PRAC RM 100 100 Office spaces 5 0.06 5 0.5 1.0 11.0 0.8 14 0.14 303-02-155 BAND STORAGE 276 140 Storage rooms - 0.12 0.0 33.1 0.8 42 0.30 TOTALS: 6876 5660 1 165 1 166 1 2107 2637 Zp max= 0.60 TOTAL AIRFLOW: 5660 SYSTEM VENTILATION EFFICIENCY- Ev: 0.77 SYSTEM POPULATION: 166 OCCUPANT DIVERSITY- D: 1.00 RTU-303 OUTDOOR AIRFLOW RATE: 2,800 UNCORRECTED OUTDOOR AIR INTAKE -Vou: 2,107 MEETS CODE REQUIRED FLOWRATE: PASSES CODE REQUIRED OUTDOOR AIR INTAKE FLOWRATE-Vot: 2,728 GENERAL NOTES: 1. SYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. 2. REFER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. NOTES: A. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY, WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. VENTILATION SCHEDULE- MULTIPLE SPACES -OREGON RTU-304A COMMONS PEOPLE AREA OUTDOOR OUTDOOR OUTDOOR F- PRIMARY AIRFLOW AIRFLOW DEFAULT AIRFLOW ZONE AIR OUTDOOR PRIMARY phase Bid & Permit Z FLOOR AIRFLOW RATE RATE OCCUPANT RATE DISTRIBUTION AIR INTAKE OUTDOOR U AREA RATE OCCUPANCY Rp Ra DENSITY CODE DESIGN Vbz EFFECTIVENESS Voz AIR FRACTION LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) (CFM/SF) (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Zp NOTES a date February 8, 2019 LLJ 304A-02-100 PASS 350 430 Classrooms (age 9 plus) 10 0.12 35 12.3 12.3 164.5 0.8 206 0.48 304A-02-105 STORAGE 215 120 Storage rooms - 0.12 -- 0.0 - 25.8 0.8 33 0.28 revisions 304A-02-110 STAGE 1000 1500 Music/theater/dance 10 0.06 35 35.0 35.0 410.0 0.8 513 0.34 N 304A-02-115 COMMONS N 6150 9000 Multiuse assembly 8 0.06 100 615.0 310.0 2694.0 0.8 3368 0.37 M ti TOTALS: 7715 1 11050 1 1 662 1 357 1 3294 4120 Zp max= 0.48 O TOTAL AIRFLOW: 11050 SYSTEM VENTILATION EFFICIENCY- Ev: 0.82 SYSTEM POPULATION: 357 OCCUPANT DIVERSITY- D. 1.00 RTU-304A OUTDOOR AIRFLOW RATE: 4,100 a) UNCORRECTED OUTDOOR AIR INTAKE -Vou: 3,294 MEETS CODE REQUIRED FLOWRATE: PASSES -a CODE REQUIRED OUTDOOR AIR INTAKE FLOWRATE-Vot: 4,022 GENERAL NOTES: 1. SYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. 2. REFER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. NOTES:cc prOJ2Ct# 16055 H A. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY, WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. SCHEDULES - U) MECHANICAL a zzz �N CV� MO N� MO mO3 O� NM Nm VENTILATION SCHEDULE- MULTIPLE SPACES-OREGON RTU-3046 COMMONS PEOPLE AREA OUTDOOR OUTDOOR OUTDOOR PRIMARY AIRFLOW AIRFLOW DEFAULT AIRFLOW ZONE AIR OUTDOOR PRIMARY FLOOR AIRFLOW RATE RATE OCCUPANT RATE DISTRIBUTION AIR INTAKE OUTDOOR -AREA RATE OCCUPANCY Rp Ra DENSITY CODE DESIGN Vbz EFFECTIVENESS Voz AIR FRACTION LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) (CFM/SF) (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Zp NOTES 3046-02-100 COMMONS S 1 6150 1 6500 1 Multiuse assembly 8 1 0.06 1 100 615.0 1 310.0 1 2694.0 0.8 1 3368 1 0.52 TOTALS: 6150 6500 1 1 615 1 310 1 2694 1 3368 1 Zp max= 0.52 J TOTAL AIRFLOW: 6500 SYSTEM VENTILATION EFFICIENCY- Ev: 0.90 J SYSTEM POPULATION: 310 OCCUPANT DIVERSITY- D: 1.00 RTU-3046 OUTDOOR AIRFLOW RATE: 3,050 UNCORRECTED OUTDOOR AIR INTAKE -Vou: 2,694 MEETS CODE REQUIRED FLOWRATE: PASSES CODE REQUIRED OUTDOOR AIR INTAKE FLOWRATE -Vot: 3,006 GENERAL NOTES: 1. SYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. 2. REFER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. r� NOTES: A. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY, WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. 1 B ' 1 �+ 1 VENTILATION SCHEDULE- MULTIPLE SPACES -OREGON RTU-305 ADMIN Dull Olson Weekes - IBI Group Architects, Inc. PEOPLE AREA OUTDOOR OUTDOOR OUTDOOR 907 SW Stark Street Portland OR 97205 USA PRIMARY AIRFLOW AIRFLOW DEFAULT AIRFLOW ZONE AIR OUTDOOR PRIMARY tel 503 226 6950 fax 503 273 9192 FLOOR AIRFLOW RATE RATE OCCUPANT RATE DISTRIBUTION AIR INTAKE OUTDOOR www.dowa-ibigroup.com AREA RATE OCCUPANCY Rp Ra DENSITY CODE DESIGN Vbz EFFECTIVENESS Voz AIR FRACTION www.ibigroup.com LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) (CFM/SF) (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Zp NOTES I, 305-02-100 CONF 215 1 300 Conference rooms 5 0.06 50 10.8 11.0 67.9 0.8 85 0.28 ME, 305-02-105 RECORDS 150 100 Storage rooms - 0.12 - 0.0 - 18.0 0.8 23 0.23 :` l PA E 305-02-110 BOOK KEEPER 230 150 Office spaces 5 0.06 5 1.2 2.0 23.8 0.8 30 0.20 a pae-engineers.com 305-02-115 COUNS OFFICE 100 220 Office spaces 5 0.06 5 0.5 2.0 16.0 0.8 20 0.09 305-02-120 COUNS OFFICE 96 220 Office spaces 5 0.06 5 0.5 2.0 15.8 0.8 20 0.09 305-02-125 COUNS OFFICE 100 220 Office spaces 5 0.06 5 0.5 2.0 16.0 0.8 20 0.09 p PROF 305-02-130 OFFICE 100 100 Office spaces 5 0.06 5 0.5 1.0 11.0 0.8 14 0.14 305-02-135 OFFICE 100 100 Office spaces 5 0.06 5 0.5 1.0 11.0 0.8 14 0.14 v��0 I N E` s`r� 305-02-140 OFFICE 100 1 100 Office spaces 5 0.06 5 0.5 1.0 11.0 0.8 14 0.14 305-02-145 KITCHENETTE 95 100 Reception areas 5 0.06 30 2.9 3.0 20.7 0.8 26 0.26 b 305-02-150 SUPPLY 100 50 Office spaces 5 0.06 5 0.5 1.0 11.0 0.8 14 0.28 fib/ 305-02-155 CONF 171 275 Offices aces 5 0.06 5 0.9 1.0 15.3 0.8 20 0.07 Z ON >1, 305-02-160 CORRIDOR 710 530 Corridors -- 0.06 - 0.0 42.6 0.8 54 0.10 305-02-165 CONF 200 300 Conference rooms 5 0.06 50 10.0 10.0 62.0 0.8 78 0.26 S� h 19 305-02-170 HEALTH/NURSE 195 200 Patient rooms 25 - 10 2.0 2.0 1 48.8 1 0.8 1 61 1 0.31 �4 P COV 305-02-175 OFFICE 75 100 Office spaces 5 0.06 5 0.4 1.0 9.5 0.8 12 0.12 305-02-180 OFFICE 90 100 Office spaces 5 0.06 5 0.5 1.0 10.4 0.8 13 0.13 EXPIRES 12-31-19 305-02-185 RECEP 1120 900 Reception areas 5 0.06 30 33.6 34.0 237.2 0.8 297 0.33 305-02-190 PRINC 90 100 Office spaces 5 0.06 5 0.5 2.0 15.4 0.8 20 0.20 TOTALS: 4037 1 4165 66 1 77 663 1 1 835 1 Zp max= 0.33 TOTAL AIRFLOW: 4164.952616 SYSTEM VENTILATION... 0.83 SYSTEM POPULATION: 76.95 OCCUPANT DIVERSITY- D: 1.00 RTU-305 OUTDOOR AIRFLOW RATE: 1,000 UNCORRECTED OUTDOOR AIR INTAKE -Vou: 663 MEETS CODE REQUIRED FLOWRATE: PASSES CODE REQUIRED OUTDOOR AIR INTAKE FLOWRATE-Vot: 800 GENERAL NOTES: 1. SYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. 2. REFER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. NOTES: A. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY, WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. VENTILATION SCHEDULE- MULTIPLE SPACES -OREGON RTU-306 N CLASSROOMS U PEOPLE AREA }j OUTDOOR OUTDOOR OUTDOOR Cn PRIMARY AIRFLOW AIRFLOW DEFAULT AIRFLOW ZONE AIR OUTDOOR PRIMARY Q FLOOR AIRFLOW RATE RATE OCCUPANT RATE DISTRIBUTION AIR INTAKE OUTDOOR AREA RATE OCCUPANCY Rp Ra DENSITY CODE DESIGN Vbz EFFECTIVENESS Voz AIR FRACTION LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) CFM/SF (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Zp NOTES O 306-01-100 CLASSRM 900 1 1200 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.44 Q 306-01-105 CLASSRM 900 1120 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.47 N 306-01-110 CLASSRM 900 1120 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.47 U ti 306-01-115 CLASSRM 900 1120 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.47 Q 306-01-120 SCI LAB 1090 1300 Science laboratoriesg 10 0.18 25 27.3 27.3 468.7 0.8 586 0.45 306-01-125 SCI PREP 335 300 Storage rooms - 0.12 - 0.0 - 40.2 0.8 51 0.17 O 306-01-130 SCI LAB 1080 1300 Science laboratories 10 0.18 25 27.0 27.0 464.4 0.8 581 0.45 306-01-135 CORRIDOR 2195 600 Corridors - 0.06 - 0.0 - 131.7 0.8 165 0.28 V/ -0- 306-01-140 0306-01-140 EXT LEARNING 650 1000 Classrooms (age 9 plus) 10 0.12 35 22.8 22.8 305.5 0.8 382 0.38 r}R� 306-01-145 CORRIDOR 2125 1750 Corridors - 0.06 - 0.0 - 127.5 0.8 160 0.09 `V 306-01-150 COMP LAB 870 1000 Computer Lab 10 0.12 25 21.8 21.8 321.9 0.8 403 0.40 306-01-155 CLASSRM 900 1360 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.39 ICU 306-01-160 CLASSRM 900 1360 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.39 - O 306-01-165 CLASSRM 900 1360 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.39 5 {� 306-01-170 CLASSRM 900 1400 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.38 G • C- 306-01-175 306-01-175 LIB PERIMETER N 600 2100 Libraries 5 0.12 10 6.0 6.0 102.0 0.8 128 0.06 `` 1 -d- 306-01-180 SM CONF. RM 133 150 Storage rooms -- 0.12 - 0.0 - 16.0 0.8 20 0.13 306-02-100 CLASSRM 900 1280 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.41 t� L 306-02-105 CLASSRM 900 1140 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.46ICU U) 306-02-110 CLASSRM 900 1140 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.46 cc T11 � � to 306-02-115 CLASSRM 900 1140 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.46 V� 306-02-120 SCI LAB 1090 1540 Science laboratoriesg 10 0.18 25 27.3 27.3 468.7 0.8 586 0.38 ` d 306-02-125 SCI PREP 335 400 Storage rooms - 0.12 - 0.0 - 40.2 0.8 51 0.13 r `� 306-02-130 SCI LAB 1100 1540 Science laboratoriesg 10 0.18 25 27.5 27.5 473.0 0.8 592 0.38 306-02-135 KIT BRK RM 680 800 Conference rooms 5 0.06 50 34.0 34.0 210.8 0.8 264 0.33 306-02-140 KILN 110 200 Science laboratoriesg 10 0.18 25 2.8 2.8 47.3 0.8 60 0.30 306-02-145 ART CLASS 1080 1500 Classrooms (age 9 plus) 10 0.12 35 37.8 37.8 507.6 0.8 635 0.42 306-02-150 STEM/CTE 1245 1500 Science laboratoriesg 10 0.18 25 31.1 31.1 535.4 0.8 670 0.45 306-02-155 MAKERSPACE 1240 1500 Classrooms (age 9 plus) 10 0.12 35 43.4 43.4 582.8 0.8 729 0.49 306-02-160 SPED OFFICE 200 240 Office spaces 5 0.06 5 1.0 1.0 17.0 0.8 22 0.09 306-02-165 SPED OFFICE 220 300 Office spaces 5 0.06 5 1.1 1.1 18.7 0.8 24 0.08 306-02-170 SPED CONF 225 340 Conference rooms 5 0.06 50 11.3 11.3 69.8 0.8 88 0.26 306-02-175 OFFICE 105 110 Office spaces 5 0.06 5 0.5 1.0 11.3 0.8 15 0.14 306-02-180 OFFICE 105 110 Office spaces 5 0.06 5 0.5 1.0 11.3 0.8 15 0.14 306-02-185 TEST 70 80 Office spaces 5 0.06 5 0.4 1.0 9.2 0.8 12 0.15 306-02-190 SPED 1140 1400 Office spaces 5 0.06 5 5.7 5.7 96.9 0.8 122 0.09 306-02-195 CORRIDOR 2240 600 Corridors - 0.06 - 0.0 134.4 0.8 168 0.28 306-02-200 SM GROUP 610 800 Conference rooms 5 0.06 50 30.5 30.5 189.1 0.8 237 0.30 306-02-205 SM GROUP 610 800 Conference rooms 5 0.06 50 30.5 30.5 189.1 0.8 237 0.30 306-02-210 CLASSRM 900 1460 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.36 306-02-215 CLASSRM 900 1460 Classrooms (age 9plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.36 306-02-220 CLASSRM 900 1460 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.36 306-02-225 CLASSRM 900 1560 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.34 306-02-230 CORRIDOR 2640 1800 Corridors - 0.06 - 0.0 - 158.4 0.8 198 0.11 306-02-235 EXT LEARNING 830 1000 Classrooms (age 9 plus) 10 0.12 35 29.1 29.1 390.1 0.8 488 0.49 306-02-240 STORAGE 300 150 Storage rooms - 0.12 - 0.0 - 36.0 0.8 45 0.30 TOTALS: 39653 46890 923 1 925 1 12943 1 1 16198 Zp max= 0.49 J q TOTAL AIRFLOW: 46890 SYSTEM VENTILATION EFFICIENCY- Ev: 0.79 phase Bid & Permit CL SYSTEM POPULATION: 925 OCCUPANT DIVERSITY- D: 1.00 RTU-306 OUTDOOR AIRFLOW RATE: 17,000 Z UNCORRECTED OUTDOOR AIR INTAKE -Vou: 12,943 MEETS CODE REQUIRED FLOWRATE: PASSES U C) CODE REQUIRED OUTDOOR AIR INTAKE FLOWRATE-Vot: 16,424 NEL NOTES: D_ 1.ESYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. date February 8, 2019 LU 2. REFER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. revisionsNOTES: A. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY, WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. Ch I O O L U Cn CU project# 16055 o SCHEDULES - �CD MECHANICAL �0 NN NCn MOmO4 N� 00 00 NM Nm TERMINAL UNIT SCHEDULE VENTILATION SCHEDULE -MULTIPLE SPACES-OREGON RTU-307 S CLASSROOMS PRIMARY AIR HEATING COIL MANUFACTURER& TAG NUMBER LOCATION SERVICE TYPE NOTES PEOPLE AREA 1 HEATING LOW MIN MODEL INLET (IN) MAX CFM CFM MIN CFM CFM MBH GPM LAT OUTDOOR OUTDOOR OUTDOOR PRIMARY AIRFLOW AIRFLOW DEFAULT AIRFLOW ZONE AIR OUTDOOR PRIMARY TU-3-201 HALL D203 303-02-100 Music Office & Storage WR 12 1510 595 370 310 21.2 2.1 90 TITUS DESV FLOOR AIRFLOW RATE RATE OCCUPANT RATE DISTRIBUTION AIR INTAKE OUTDOOR - - TU-3-202 INST STOR D205 303-02-110 Orchestra WR 12 1640 1350 1350 310 32.1 3.2 79 TITUS DESV AREA RATE OCCUPANCY Rp Ra DENSITY CODE DESIGN Vbz EFFECTIVENESS Voz AIR FRACTION LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) (CFM/SF) (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Z NOTES TU-3-203 HALL D203 303-02-125 Music Office WR 6 150 70 70 70 1.9 0.5 83 TITUS DESV TU-3-204 INST STOR D205 303-02-130 Band WR 14 1840 845 555 440 30.1 3.0 90 TITUS DESV B 307-01-100 OFFICE 100 100 Office spaces 5 0.06 5 0.5 1.0 11.0 0.8 14 0.14 307-01-105 LIB LIB CORE 2710 2600 Libraries 5 0.12 10 27.1 27.1 460.7 0.8 576 0.22 TU-3-205 HALL D203 303-02-135 Corridor WR 10 725 365 230 230 13.2 1.3 90 TITUS DESV 307-01-110 PERIMETER S 600 1800 Corridors - 0.06 - 0.0 - 36.0 0.8 45 0.03 307-01-115 CUST OFFICE 300 200 Office spaces 5 0.06 5 1.5 1.5 25.5 0.8 32 0.16 TU-5-201 HALL 8234 305-02-100 Conference WR 6 300 120 85 70 4.3 0.5 90 TITUS DESV 307-01-120 OFFICE 100 100 Office spaces 5 0.06 5 0.5 1.0 11.0 0.8 14 0.14 307-01-125 WORKRM 485 250 Office spaces 5 0.06 5 2.4 5.0 54.1 0.8 68 0.27 TU-5-202 HALL B234 305-02-105 Records WR 6 250 100 70 70 3.5 0.5 89 TITUS DESV B 307-01-130 Drama STORAGE 290 150 Storage rooms - 0.12 - 0.0 - 34.8 0.8 44 0.29 TU-5-203 HALL B234 305-02-130 Office WR 6 250 70 70 70 2.0 0.5 84 TITUS DESV 307-01-135 STORAGE 700 250 Storage rooms - 0.12 - 0.0 5.0 84.0 0.8 105 0.42 307-01-140 CORRIDOR 2355 600 Corridors - 0.06 - 0.0 - 141.3 0.8 177 0.30 TU-5-204 HALL B234 305-02-115 Couns Office WR 8 525 240 140 140 8.6 0.9 90 TITUS DESV 307-01-145 CLASSRM 900 1120 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.47 TU-5-205 HALL B234 305-02-165 Conf WR 6 300 130 80 70 4.6 0.5 90 TITUS DESV 307-01-150 CLASSRM 900 1120 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.47 307-01-155 CLASSRM 900 1120 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.47 r� TU-5-206 HALL B244 305-02-155 Conf WR 6 250 70 70 70 2.1 0.5 84 TITUS DESV 307-01-160 CLASSRM 900 1260 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.42 I I TU-5-207 HALL 8234 305-02-145 Kitchenette WR 6 150 70 70 70 1.5 0.5 77 TITUS DESV 307-01-165 CORRIDOR 2125 1800 Corridors - 0.06 - 0.0 - 127.5 0.8 160 0.09 307-01-170 EXT LEARNING 700 1000 Classrooms (age 9 plus) 10 0.12 35 24.5 24.5 329.0 0.8 412 0.41 TU-5 208 HALL B234 305 02-185 Recp WR 10 800 335 295 230 11.9 1.2 90 TITUS DESV 307-01-175 SCI LAB 900 1000 Science laboratories 10 0.18 25 22.5 22.5 387.0 0.8 484 0.48 TU-5-209 RECEP B249 305-02-175 Office WR 6 250 70 70 70 2.1 0.5 84 TITUS DESV 307-01-180 CLASSRM 900 1160 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.46 307-01-185 CLASSRM 900 1360 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.39 TU-5-210 HALL B244 305-02-160 Cor/Stu Rec WR 6 325 155 70 70 5.5 0.6 90 TITUS DESV 307-01-190 CLASSRM 900 1500 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.35 Dull Olson Weekes - IBI Group TU-5-211 HALL B244 305-02-170 Health/Nurse WR 6 200 70 70 70 1.9 0.5 82 TITUS DESV 307-01-195 SM CONF 130 150 Conference rooms 5 0.06 50 6.5 6.5 40.3 0.8 51 0.34 Architects, Inc. TU-5-212 HALL 6234 305-02-190 Princ WR 6 300 120 70 70 4.2 0.5 89 TITUS DESV 307-01-200 STORAGE 480 250 Storage rooms - 0.12 - 0.0 - 57.6 0.8 72 0.29 907 SW Stark Street Portland OR 97205 307-02-100 CORRIDOR 2900 450 Corridors - 0.06 - 0.0 - 174.0 0.8 218 0.48 USA 307-02-105 SM GROUP 610 650 Conference rooms 5 0.06 50 30.5 30.5 189.1 0.8 237 0.36 tel 503 226 6950 fax 503 273 9192 TU-6-1 01 HALL A125 306-01-100 Classroom WR 10 1200 530 530 230 15.7 1.6 84 TITUS DESV g 307-02-110 SM GROUP 615 650 Conference rooms 5 0.06 50 30.8 30.8 190.7 0.8 239 0.37 www.dowa-ibigroup.com 307-02-115 CLASSRM 900 1140 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.46 www.ibigroup.com TU-6-102 HALL All 25 306-01-105 Classroom WR 10 1120 530 530 230 12.6 1.3 79 TITUS DESV 307-02-120 CLASSRM 900 1140 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.46 TU-6-103 HALL A125 306-01-110 Classroom WR 10 1120 530 530 230 12.6 1.3 79 TITUS DESV 307-02-125 CLASSRM 900 1140 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.46 307-02-130 CLASSRM 900 1260 Classrooms (age 9 plus 10 0.12 35 31.5 31.5 423.0 0.8 529 0.42 .l° TU-6-104 HALL At 25 306-01-115 Classroom WR 10 1120 530 530 230 12.6 1.3 79 TITUS DESV 307-02-135 CORRIDOR 2650 1000 Corridors - 0.06 - 0.0 - 159.0 0.8 199 0.20 1 PA E TU-6-105 HALL A125 306-01-145 Corridor WR 12 1750 660 355 310 23.6 2.4 90 TITUS DESV B 307-02-140 EXT LEARNING 850 1000 Classrooms (age 9 plus) 10 0.12 35 29.8 29.8 399.5 0.8 500 0.50 pae-engineers.com 307-02-145 SCI LAB 900 1000 Science laboratoriesg 10 0.18 25 22.5 22.5 387.0 0.8 484 0.48 TU-6-106 HALL A113 306 01-120 Sci Lab WR 12 1600 730 730 310 19.5 2.0 82 TITUS DESV 307-02-150 CLASSRM 900 1300 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.41 TU-6-107 HALL At 13 306-01-130 Sci Lab WR 12 1300 585 585 310 15.5 1.5 81 TITUS DESV 307-02-155 CLASSRM 900 1440 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.37 TU-6-108 HALL At 13 306-01-150 Comp Lab WR 10 1000 405 405 230 7.4 0.7 74 TITUS DESV 307-02-160 CLASSRM 900 1560 Classrooms (age 9 plus) 10 0.12 35 31.5 31.5 423.0 0.8 529 0.34 �t��D PROFFff9 TU-6-109 HALL At 13 306-01-175 Lib Perimeter N WR 24x16 2100 1100 1100 1100 31.3 3.1 83 TITUS DESV B TOTALS: 33100 32620 640 649 9221 11537 Z max= 0.50 18 I Ne 3 9 l TU-6-110 HALL At 13 306-01-180 Small Conference WR 6 150 70 70 70 1.2 0.5 73 TITUS DESV TOTAL AIRFLOW: 32620 SYSTEM VENTILATION EFFICIENCY- Ev: 0.78 TU-6-111 HALL At 25 306-01-140 Ext Learning WR 10 1000 385 385 230 6.6 0.7 73 TITUS DESV SYSTEM POPULATION: 649 OCCUPANT DIVERSITY- D: 1.00 RTU-307 OUTDOOR AIRFLOW RATE: 12,000 y ON TU-6-112 HALL At 25 306-01-155 Classroom WR 10 1200 530 530 230 12.6 1.3 79 TITUS DESV UNCORRECTED OUTDOOR AIR INTAKE -Vou: 9,221 MEETS CODE REQUIRED FLOWRATE: PASSES /may yQrch 19 1c�� TU-6-113 HALL A125 306-01-160 Classroom WR 10 1200 530 530 230 12.6 1.3 79 TITUS DESV GENERAL NOTES: CODE REQUIRED OUTDOOR AIR INTAKE FLOWRATE-Vot: 11,781 o<4S P. Ca /o,Zol9 TU-6-114 HALL A125 306-01-165 Classroom WR 10 1200 530 530 230 12.6 1.3 79 TITUS DESV 1. SYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. TU-6-115 HALL At 25 306-01-170 Classroom WR 12 1400 530 530 310 15.7 1.6 84 TITUS DESV 2. REFER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. EXPIRES 12-31-19 TU-6-116 HALL At 13 306-01-135 Corridor WR 8 600 280 165 140 9.9 1.0 90 TITUS DESV NOTES: A. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY, WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. TU-6-201 HALL A207 306-02-100 Classroom WR 12 1280 530 530 310 16.6 1.7 86 TITUS DESV B TU-6-202 HALL A207 306-02-105 classroom WR 10 1140 530 530 230 14.4 1.4 82 TITUS DESV TU-6-203 HALL A207 306-02-110 Classroom WR 10 1140 530 530 230 14.4 1.4 82 TITUS DESV VENTILATION SCHEDULE -MULTIPLE SPACES -OREGON TU-6-204 HALL A207 306-02-115 Classroom WR 10 1140 530 530 230 14.4 1.4 82 TITUS DESV RTU-308 DRAMA TU-6-205 HALL A207 306-02-120 Sci Lab WR 14 1940 725 725 440 22.3 2.2 85 TITUS DESV PEOPLE AREA TU-6-206 HALL A207 306-02-130 Sci Lab WR 12 1540 595 595 310 17.8 1.8 85 TITUS DESV OUTDOOR OUTDOOR OUTDOOR TU-6-207 HALL A207 306-02-135 Kit Brk Rm WR 10 800 600 600 230 16.8 1.7 83 TITUS DESV PRIMARY AIRFLOW AIRFLOW DEFAULT AIRFLOW ZONE AIR OUTDOOR PRIMARY FLOOR AIRFLOW RATE RATE OCCUPANT RATE DISTRIBUTION AIR INTAKE OUTDOOR TU-6-208 HALL A207 306-02-145 Art WR 12 1650 695 695 310 22.9 2.3 87 TITUS DESV AREA RATE OCCUPANCY Rp Ra DENSITY CODE DESIGN Vbz EFFECTIVENESS Voz AIR FRACTION TU-6-209 HALL A219 306-02-150 STEM/CTE WR 12 1500 670 670 310 20.5 2.1 85 TITUS DESV LOCATION (SF) (CFM) CLASSIFICATION (CFM/PERSON) (CFM/SF) (PEOPLE/1000SF) POPULATION POPULATION (CFM) Ez (CFM) Zp NOTES TU-6-210 HALL A219 306-02-155 Makerspace WR 12 1500 730 730 310 21.2 2.1 84 TITUS DESV 308-02-100 DRAMA 1700 1500 Music/theater/dance 10 0.06 35 59.5 59.3 695.0 2.8 249 0.17 TU-6-211 HALL A219 306-02-160 SPED Office WR 8 540 200 140 140 7.1 0.7 90 TITUS DESV }a TU-6-212 HALL A219 306-02-170 SPED Conf WR 6 340 165 90 70 5.8 0.6 89 TITUS DESV TOTALS: 1700 1500 60 59 695 249 Zp max= 0.17 V TU-6-213 HALL A219 306-02-175 Office WR 6 300 75 70 70 2.6 0.5 89 TITUS DESV TOTAL AIRFLOW: 1500 SYSTEM VENTILATION EFFICIENCY- Ev: 1.30 L SYSTEM POPULATION: 60 OCCUPANT DIVERSITY- D: 1.01 RTU-308 OUTDOOR AIRFLOW RATE: 600 }a TU-6-214 HALL A219 306-02-190 SPED WR 12 1400 480 310 310 17.2 1.7 90 TITUS DESV UNCORRECTED OUTDOOR AIR INTAKE -Vou: 702 MEETS CODE REQUIRED FLOWRATE: PASSES N TU-6-215 HALL A207 306-02-230 Corridor WR 14 1800 900 440 440 32.9 3.3 91 TITUS DESV B CODE REQUIRED OUTDOOR AIR INTAKE AIR -Vot: 539 Q TU-6-216 HALL A207 306-02-235 Ext Learning WR 10 1000 490 490 230 10.7 1.1 77 TITUS DESV GENERAL NOTES: TU-6-217 HALL A219 306-02-200 SM Group WR 10 800 240 240 230 6.3 0.6 81 TITUS DESV 1. SYSTEM OUTDOOR AIR CALCULATION IS BASED ON THE SECTION 403 OF THE 2014 OREGON MECHANICAL SPECIALTY CODE. 2. REFER TO AIR HANDLING UNIT SCHEDULE FOR ACTUAL OUTDOOR AIR FLOW RATE. O TU-6-218 HALL A207 306-02-205 Sm Group WR 10 800 240 240 230 6.3 0.6 81 TITUS DESV NOTES: O TU-6-219 HALL A208 306-02-210 Classroom WR 12 1460 530 530 310 14.4 1.4 82 TITUS DESV A. DESIGN OCCUPANCY REPRESENTS THE AVERAGE OCCUPANCY, WHICH IS NOT LESS THAN 1/2 THE CODE OCCUPANCY. TU-6-220 HALL A207 306-02-215 Classroom WR 12 1460 530 530 310 14.4 1.4 82 TITUS DESV 0 N TU-6-221 HALL A207 306-02-220 Classroom WR 12 1460 530 530 310 14.4 1.4 82 TITUS DESV 0 ^ O~) TU-6-222 HALL A207 306-02-225 Classroom WR 12 1560 530 530 310 16.6 1.7 86 TITUS DESV v, O TU-6-223 HALL A219 306-02-195 Corridor WR 10 1200 565 230 230 20.2 2.0 90 TITUS DESV N C }j L M TU-7-101 LIBRARY A120 307-01-105 LIB Core WR 24x16 2600 1100 1100 1100 35.2 3.5 87 TITUS DESV B _� t� TU-7-102 HALL 6122 307-01-110 LIB Perimeter S WR 14 1800 705 580 440 25.2 2.5 90 TITUS DESV TU-7-103 HALL B122 307-01-100 Office WR 6 350 110 110 70 2.1 0.5 74 TITUS DESV M0 > TU-7-104 HALL B122 307-01-125 Wrk Rm&Txt Bk Storage WR 6 250 70 70 70 2.3 0.5 87 TITUS DESV ■5` �O � TU-7-105 HALL 8122 307-01-115 Custodial Office & Storage WR 6 200 70 70 70 1.6 0.5 78 TITUS DESV ` Tt TU-7-106 HALL 8119 307-01-165 Corridor WR 12 1500 640 530 310 22.9 2.3 90 TITUS DESV B .F.+/� �./ co M L � co M TU-7-107 HALL B122 307-01-195 Small Conference WR 8 530 530 530 140 6.7 0.7 69 TITUS DESV w TU-7-108 HALL B119 307-01-170 Ext Learning WR 10 1000 530 530 230 8.3 0.8 71 TITUS DESV tL0 CD O TU-7-109 HALL 8119 307-01-145 Classroom WR 10 1120 265 230 230 9.4 0.9 90 TITUS DESV H � L TU-7-110 HALL 8119 307-01-150 Classroom WR 10 1120 265 230 230 9.4 0.9 90 TITUS DESV `~ TU-7-111 HALL 8119 307-01-155 Classroom WR 10 1120 530 530 230 12.6 1.3 79 TITUS DESV TU-7-112 HALL B119 307-01-160 Classroom WR 10 1200 530 530 230 15.7 1.6 84 TITUS DESV TU-7-113 HALL B119 307-01-175 Sci Lab WR 10 1000 230 230 230 5.4 0.5 79 TITUS DESV TU-7-114 HALL 6119 307-01-180 Classroom WR 10 1160 415 415 230 10.1 1.0 79 TITUS DESV TU-7-115 HALL B119 307-01-185 Classroom WR 12 1360 530 530 310 12.6 1.3 79 TITUS DESV TU-7-116 HALL B119 307-01-190 Classroom WR 12 1500 530 530 310 16.4 1.6 85 TITUS DESV B TU-7-117 HALL 8122 307-01-140 Corridor WR 8 600 295 140 140 10.5 1.0 90 TITUS DESV TU-7-201 HALL 8200 307-02-100 Corridor WR 10 1200 600 530 230 23.1 2.3 92 TITUS DESV TU-7-202 HALL 8207 307-02-105 SM Group WR 8 650 150 140 140 5.3 0.5 89 TITUS DESV TU-7-203 HALL B207 307-02-110 SM Group WR 8 650 150 140 140 5.3 0.5 89 TITUS DESV TU-7-204 HALL B207 307-02-115 Classroom WR 10 1140 340 230 230 12.1 1.2 90 TITUS DESV TU-7-205 HALL B207 307-02-120 Classroom WR 10 1140 340 240 230 12.1 1.2 90 TITUS DESV TU-7-206 HALL 8207 307-02-125 Classroom WR 10 1140 340 240 230 12.1 1.2 90 TITUS DESV TU-7-207 HALL 8207 307-02-130 Classroom WR 12 1260 530 530 310 16.6 1.7 86 TITUS DESV TU-7-208 HALL B207 307-02-140 Ext Learning WR 10 1000 530 530 230 11.3 1.1 77 TITUS DESV TU-7-209 HALL B207 307-02-145 Sci Lab WR 10 1000 530 530 230 11.4 1.1 77 TITUS DESV TU-7-210 HALL 8207 307-02-145 Sci Lab WR 10 1000 530 530 230 11.4 1.1 77 TITUS DESV J TU-7-211 HALL 8207 307-02-145 Sci Lab WR 10 1000 530 530 230 11.4 1.1 77 TITUS DESV TU-7-212 HALL 8207 307-02-145 Sci Lab WR 10 1000 530 530 230 11.4 1.1 77 TITUS DESV phase Bid & Permit Z TU-7-213 HALL 6207 307-02-135 Corridor WR 12 1400 700 530 310 25.1 2.5 90 TITUS DESV B W U °O GENERAL NOTES: date February 8, 2019 W 1. PRIMARY AIR TEMPERATURE 55°F (SUMMER), 57°F(WINTER). LU 2. AIR PRESSURE DROP THROUGH TERMINAL UNIT TO BE NO GREATER THAN 0.25 IN.WG. 3. REFER TO INSTALLATION DETAILS 7/M5.02. revisions 4. LEAVING AIR TEMPERATURE SCHEDULED ABOVE IS FOR THE AIR LEAVING THE TERMINAL UNIT. M 5. HYDRONIC HEATING COIL CAPACITY BASED ON 140°F ENTERING WATER TEMPERATURE AND 120°F LEAVING WATER TEMPERATURE. ti NOTES: o A. CO2 SENSOR LOCATED ADJACENT TO THERMOSTAT. B. 3-WAY CONTROL VALVE ON REHEAT COIL. U) _N KEY: W=VARIABLE AIR VOLUME TERMINAL UNIT WR =VARIABLE AIR VOLUME TERMINAL UNIT WITH REHEAT COIL FPS = FAN POWERED SERIES BOX FPP = FAN POWERED PARALLEL BOX 3 project# 16055 o SCHEDULES - �� MECHANICAL L 95� D_ MN co• • Nr 6V� �= M0005 MO NM CO_ Nm 5 6 7 8 9 10 11 12 1 1 GENERAL NOTES: (00 A. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN 1 I I PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO - - ADDITIONAL COST TO OWNER. - - _�- - - I - -- - - - - - -I- - - - _ - - - -- - - - - - - - - -I- - B. GAS CONVEYANCE PIPING ZONES LIMITED TO A MAXIMUM OF 15,000 SF. I I „��J C. GRAVEL FOR GRAVEL TRENCH SHALL BE#5 OR#4 WITH LESS THAN 10% PASSING THRU A 112-INCH DIAMETER SIEVE. J I D. GAS CONVEYANCE PIPING MUST BE ROUTED INTO ALL SUBSLAB AREAS 13" RADON 1 - -- - - ------ -- I ISOLATED BY SUBSLAB WALL FOOTINGS AND NO FARTHER THAN 50 FEET FROM I L _ _ 1 - AN EXTERIOR WALL FOOTING OR INTERIOR WALL CUT-OFF FOOTING. I -I I I i 3 RADON 1O I 1 IL L - - - - - T L L I I r �3" RADON 1O 3"RADON 1O I rl / / ( B 6"RADON I -------�-'----------I ONOTES: r 1 I 1. 3-INCH PERFORATED PVC PIPING FOR RADON GAS CONVEYANCE SYSTEM. BED 1 I 1 6" RADON UPO PIPING IN 12"x8" GRAVEL TRENCH AND RUN TIGHT TO UNDERSIDE OF SLAB. I1 1 I J I Dull Olson Weekes - IBI Group _ _ - Architects, Inc. l• -- - - I 1 I `r 1 I I Ir I I C 2. 6-INCH PERFORATED PVC PIPING FOR RADON GAS CONVEYANCE SYSTEM. BED 1 I1 3" RADON I I PIPING IN 12"x8"GRAVEL TRENCH AND RUN TIGHT TO UNDERSIDE OF SLAB. 907 SW Stark Street Portland OR 97205 1 „ USA I I L- -- - ----- ---- ------ ---� I 3. 6-INCH PVC PIPE ROUTED UP THROUGH BUILDING TO ROOFTOP IN-LINE tel 503 226 6950 fax 503 273 9192 I T www.dowa-ibigroup.com I I I I EXHAUST FAN. COORDINATE RISER LOCATION WITH DROPPED FOOTING. www.ibigroup.com I l l , I I I ill I 1 I I - - ( p 1 - - - I- I • - �1 1 - - - - -_ - - - - - - - -_ - - - _- - — - - 1 U ) NOVAE pae-engineers.com IPR I I I j 3 RADON O1 I %4 t N�F_k 183 9 O y O ON ti ch t 9 C?' 1 1 1 1 1 I I O� i I � P CO , I EXPIRES 12-31-19 I 1 1 I I 1 1 I I I I ; ; 3" RADON O1 1 E - - - - - - - - - - - — i- - I - - - - - - - - - - - I - - -I I I I 1 I I IDE]- I 1 ------ ----- ---_-- --- 1 --- - - I I I , 1 I 1 I 1 I I � _ ___ ---- -- ------- - I I I I I 1 3" RADON 1 11 I -G L - T - r- -. - - - - - � - - G 1- - - � I I I I I I 6" RADON UP 3 I RADON 0 I I U) L3 RADON 11 Q 3" RADON 1 __- - -- - - - -1 =I I I L I - - L I I E] I O 1 1 j I U) ti I I 3"RADON 1 01! 1 i 1� RADON- 3" 1O I F - 1 ----I---- -- ---� N o L '~ M _ Cu I I 1 hI QOr-- I I I ( L - -I- - - I I I 0 0 ❑ J 3RADON O1 I I U-) o 0 C.0 LO i I I _ JA I I I I L - I - - s -I_ - - - - r - � II L- - - - - - - - - - - - - - - - J s I- - - - - - - 1- - - � - - - - - - SII I Iy I L - - - - - - - - - - - - - -If - - - - -I 1 i - - - -- L � I 11 I Ili � _ _ _ _ _ _ _ _ _ _ _ _ ; D 11 I � I I 11 - _ - _ -- - - LI, 2 ❑� I L - - - - - - — - - - - - -i 1 k e y p l a n - - - - - --- I II 1 1 1 I I Ii phase 1Bid & Permit I E-- - - _ _ - - - - - - LU I ~ 1 - - _ _ �_ - - - - - 1 a 1 1 0 o I I I I 1I date February 8, 2019 f1 L - - - - -_ -_ - - _ _ _ _ = - 1 - - 3" RADON 1 F I revisions M r-----�-- -----� II I 1 I I 3" RADON�1 U) I I v 1 I I i 6" RADON UPO 1 1 I i Iproject# 1 16055 1 " RADON 2O o L____ ---- -- - UNDERGROUND PLAN - MECHANICAL a~ t I MN - - - - J - M o� . N� 3" RADON 10 00 o� 1 UNDERGROUND PLAN,- MECHANICAL Nil. _ 0'-0" 04m 1 2 3 4 5 6 7 8 9 10 11 12 I � 1� 'I GENERAL NOTES: - - -I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A.ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN - - A PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO - - T71 I �I ADDITIONAL COST TO OWNER. I I I 1111 j � i I � I I I I II II I I � I I B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE,AND I 1 ISA ROOM ssR ssRo 1 1 ssRo 1 1 SSR ss o CLEAR OF CEILING INSERTS. ALL DUCTWORK AND PIPING SHALL BE INSTALLED 1 1 I AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. I I 3" RADdN 1 L I 1 I I I I 1 I I I I I I I I I I C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED _ DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED 1 _ _ - - - B EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE r -I FABRICATION. I ID C E i i hl I I 1 _ D. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EXACT r� sue - - I Ivl GIRLS 1 LE xTENDED _ y LOCATIONS OF AIR DEVICES. RESTROO I B I I I I6" RADON 2 I 1111 I I Hr E. SLOPE ALL CONDESATE PIPING (1%) DOWN TOWARDS APPROVED - - -L _ RECEPTACLE. r - -� - - -_ - I-B - - - - - - 1 = = ESTROO 1 F. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND ■ 6" RADON UP 3 I � 1 Dull Olson Weekes - IBI Group OUTDOOR CONDENSING UNITS. I I III I I I III I II Architects, Inc. ENE qENER C NER ENER M C G. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. 907 SW Stark Street Portland OR 97205 I USA 1 1 I I J I I I C S M tel 503 226 6950 fax 503 273 9192 1 1 I I I 1 H. PROVIDE VOLUME DAMPER AT EACH BRANCH OUTLET 1 INLET. www.dowa-ibigroup.com 1 I I 1 1 www.ibigroup.com - - - - - - - - - - - - - - - - - - - - - - - - - I _ _I _ I. THIS IS AN OVERALL FLOOR PLAN, SEE SECTOR VIEWS TO FOR PLAN DETAILS 1 ANNOTATIONS. €I 3 RADON 1 1 I I I j ul�llli J. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN 1t;1111 PA E I IFI I I I I 1 I I I PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO = pae-engineers.com ADDITIONAL COST TO OWNER. f 1 i I 1 1 K. GAS CONVEYANCE PIPING ZONES LIMITED TO A MAXIMUM OF 15,000 SF. PROFF , %11 O 1 3" RADION 1O-� I III I 1 I L. GRAVEL FOR GRAVEL TRENCH SHALL BE#5 OR#4 WITH LESS THAN 10% 4'183 9 I I I I I LIBRARY 1 1 PASSING THRU A 1/2-INCH DIAMETER SIEVE. f�j�fv I I 1 M. GAS CONVEYANCE PIPING MUST BE ROUTED INTO ALL SUBSLAB AREAS 0 o� ON `. 1 3 RADON 1 I I I 1 I 1 ISOLATED BY SUBSLAB WALL FOOTINGS AND NO FARTHER THAN 50 FEET FROM yOl ch 19 I I I I I AN EXTERIOR WALL FOOTING OR INTERIOR WALL CUT-OFF FOOTING. qs p C0� a X19 11 I I I 3" RADON EXPIRES 12-31-19 —1� II I 4 n O NOTES: 1. 3-INCH PERFORATED PVC PIPING FOR RADON GAS CONVEYANCE SYSTEM. BED _ - _ _ - - - - - _ - _I _ PIPING IN 12"x8"GRAVEL TRENCH AND RUN TIGHT TO UNDERSIDE OF SLAB. 3 RADON 1 1 - - i - �'� K 2. 6-INCH PERFORATED PVC PIPING FOR RADON GAS CONVEYANCE SYSTEM. BED T' RADON IN 12"x8" GRAVEL TRENCH AND RUN TIGHT TO UNDERSIDE OF SLAB. II i I --- I ----j II I 1 E SSRO SSRO SSRO SSR L 1 I { 3. 6-INCH PVC PIPE ROUTED UP THROUGH BUILDING TO ROOFTOP IN-LINE 1 1 I (II j EXHAUST FAN. COORDINATE RISER LOCATION WITH DROPPED FOOTING. 1 1 I I'I G``RLS I I I I I I I I I I I _ IREStR _ H - - 1 1 in 11 � ° ---- I J 1— LJ�-- I BOYS L ESTROOI I II i I 3" RADON 1 1 XTENDE — USTODIA STODIAL SMALL I --- - ---- - 0 STORAG J L — - - - - - - I 11� - - ri- -L•s I _ --- -�_ _ I = - -�1- � - - - - - - - su 3" RADON 1 - I I I O 6" RADON 2 - - L--TI -EL LE C CIENC t I I I I I - SSR ENER II ENE O � N F _1IL _JFI I I I I p 1 1 3"RADON 1 C M I p �U^ I� 6" RADON UP 3 1 j I I I I I 1 1 v J 0 I l L s� _I I �L I - J (n - �� I ` — — — — ._ -d ICU 3" RADON 1 I I I III I I I c f- II 1 �_ � CU �— Qor` I I I I l - -- ---a----�- - -- - - ----1- -�- I CC �o �o I 1 c rn � d I.I �3" RADON 1O 1 r � d II I ICU RADON 10 - CY3 CIO Lo C) C) _ At: I I I I I 1 I HALL - r- - -= - - — J I _ � � I- 1 RADON _j 1O - ( � - I L _ L -1 J II I I 1L I BOILER n 3 RADON 2 I i I 1 1 16 RADON 2 II -1 3" RADON 3 11 - C I - J 3'I RADONI 3 � —� - - - - - - - — - - —�— _j 1 O TO E MIN I D III 6 RADON UP 3 I HALL u 1 11 1 I 11 3" RADON I I 1 RESTROOM I I I I . i I I 11 1 $ C , k e y p l a n - HALL I I 1 J &PE s 1 phase Bid & Permit MAI 3" RADON 3 - - Fj Elm_L —StDRAGE w 1 - -L _j � U 1 1 ———— —— _j 1 EXTERIOR 41 a`" 11 1 I I STORA i�i'u 1 I date February 8, 2019 _ _ _ _ _ J LF- s z - s - z J � i revisions 1 MDF CIO111 I I 11 I I I I 1 1 MAINIEECI I I I ti II 11 1 1 I s 1) I I 1 L I J J III I I I I I I 1GYM a 1 I- - - - - - - - - J 1 1 I I I I 1 I I I I project # 16055 I _ OVERALL FIRST FLOOR c, - - - M FT � - - - - � PLAN - MECHANICAL a~_ I I I I I I I I I I O� �= a'� LOWER LEVEL FLOOR PLAN - MECHANICAL M2m01 NM co Nm 1 2 3 4 5 6 7 8 9 10 11 12 (SCIENCE I GENERAL NOTES: — — — PREP III ALD TRANSITIONS I I A. ALL WORK SHALL BE COORDINATED WITH ALL ES PIPING AND AROUND OBSTICLES SHALL BE PROF PROVIDED NO ADDITIONAL TO OWNER TS IN - - (000 R I I B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND Kiffi cIEN E CLEAR OF CEILING INSERTS. ALL DUCTWORK AND PIPING SHALL BE INSTALLED ssR OM ssRo Ass o c SRo c ssR M ss M AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED — ILN — — �� DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED r — � t3 J EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. I71 11 — — EX sue - D. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EXACT T A LE ® I LOCATIONS OF AIR DEVICES. *Ma I I L Su _ E. SLOPE ALL CONDESATE PIPING(1%) DOWN TOWARDS APPROVED _ — _I _ RECEPTACLE. F. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND Dull Olson Weekes - IBI Group OUTDOOR CONDENSING UNITS. Architects, Inc. NE ENE QENER& IMENER& S L C SSRO M SSR M C SSR M C SSR M G. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. 907 SW Stark Street Portland OR 97205 GEN PG U USA CE OM o CLAS H. PROVIDE VOLUME DAMPER AT EACH BRANCH OUTLET I INLET. tel .d 22s 5gro fax 503 273 9192 u www.dowa-ibigroup.com www.ibigroup.com p I. THIS IS AN OVERALL FLOOR PLAN, SEE SECTOR VIEWS TO FOR PLAN DETAILS I ANNOTATIONS. PA ' pae-engineers.com 11 STEW TE Iq I I i; I EM/ TE I 9 �� 4 1�3 9 I� WWA E \ ' v ON OFFIC OFFICE i� I I �y0 oroh 19 P coy-`' a,/•�19 I NF. TI N. EXPIRES 12-31-19 FICE O E hIIIII — — — j TROM DILE REC R G UPI E C SSR C SSRO C SSR C SRO OFFI T T7 U T U O ICE L� I O Y }� C 01 - - - - I PRINC. SUPPLY SUB O ELEC. EC PT1- to O SO IENC C C' N SECRETARY 0 PRI C CL SSRO M C M STAG ESTIBUL S E70Y 'V cuc — — — - — — — — — -- C:) r1_ co I COMMONS I • -- 3 •Vl CO LL OFF( CHAI ABLE 7A & STOI4AGErr�r I 'r r1 �; & i I I IhALL i; o � i I ItatI COST. i F' X1 ' ', R M MAIN C I e i\GYM��I o X, D E DRY FIC FFI DR MA CLAS ROOM S S WALK I IN REF. i HESTR� _ � k e y p l a n E I HA I WALK phase Bid & Permit IN WFREEZE 0 00 TILE RISER I date February 8, 2019 INSTR A E T FILE D OOM W ST UB a ,' . ; revisions N EC. I I I (AUX M I I BAND 0 .�'.. INSTRLIMI wI I I N _0STORA ' LAI -0 project # 16055 - – — _ _ – - _ _ – -- OVERALL SECOND FLOOR PLAN - MECHANICAL U-)CV �� II M2mO2 NM Q_ Nm 1 2 3 4 5 6 7 8 9 10 11 12 GENERAL NOTES: A.ALL WORK SHALL BE COORDINATED WITH A PIPING IONAL COST TO OWNER. ARUND OBSTICLSLSHALLDES BE PROVIDED ATNO TS IN (0000�0' ADDIT - I I I I I I I I I B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS. ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. I I O I I I I I I C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED EQUIPMENT. RIFY AND FURNISHED – FABRICATION. ID FIELD VERIFY AND COORDINATE E DUCT NALI DIMENSIONSV BEFOE I I I I I I I I I I I D. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EXACT ;VA11 I LOCATIONS OF AIR DEVICES. Tie I I E. SLOPE ALL CONDESATE PIPING (1%) DOWN TOWARDS APPROVED _ – I – o I – I I – –I _ RECEPTACLE. 1 u6f F. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND Dull Olson Weekes - IBI Group I I 1� I I I OUTDOOR CONDENSING UNITS. Architects, Inc. G. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. 907 SW Stark Street Portland OR 97205 USA H. PROVIDE VOLUME DAMPER AT EACH BRANCH OUTLET 1 INLET. tel 26fax 503 273 9192 www.dowa-ibigro ou p.com I I I I I I I I — – – – – – – – – – – – – – – I. THIS IS AN OVERALL FLOOR PLAN, SEE SECTOR VIEWS TO FOR PLAN DETAILS I www.ibigroup.com ANNOTATIONS. I I I I -RIGI ti PA E pae-engineers.com I I I I �� PROFF ,9 I Ngo o 183 9 l ON I I I I I I cyNCO C;11 0< hP9 4sCOQ.,/.7c�19 EXPIRES 12-31-19 i I I I ® I I I I I U �y / - J Y 0 0 CV I o f I I I I I CO Of — – – – – L – – – - Cn O I I — — — — — — — — — — — — — - — — — --� I I I I I I I 01` C 0 0 c 0') � Kzr Cn coI I I I I I —••+ Cz u)CD co co ^ ^ co � � I I I I I I I I I I r V u I I ® I I I I I I I o LDr E I I I I I I I I I I k e y p l a n wI I I I I I I phase Bid & Permit w UI I r-� r� a I I I I I `x �'N F0 ° I I I date February 8, 2019 Lu 75 o revisions N Li M I I I ❑0 °❑ I I I o I I I O Cn I I I I I I I N 3 i I project# 16055 o - - - � - � - - - - - - - - - - - -�- - - - � OVERALL ROOFPLAN ON O� M2mO3 N� a,o OVEF:ALL ROOF PLAN - MECHANICAL �� 1 1„ = 20'-0,. NM Nm 1� GENERAL NOTES: A. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED, OFFSETS IN - - PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO ADDITIONAL COST TO OWNER. B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS. ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. J C VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED J DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT, FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. D. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EXACT 5 70 8 O 10 11 LOCATIONS OF AIR DEVICES. 17 E. SLOPE ALL CONDESATE PIPING (1%) DOWN TOWARDS APPROVED RECEPTACLE. 1 F. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND OUTDOOR CONDENSING UNITS. Dull Olson Weekes - IBI Group Architects, Inc. G. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT, 907 SW Stark Street Portland OR 97205 USA H. PROVIDE VOLUME DAMPER AT EACH BRANCH OUTLET 1 INLET, tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com A — — — -- — _ www.ibigroup.com � I I 325 300 F ! 325 280 280 280 300 ONOTES: 7 C-1 — C-1 C-1 C-1 C-1 C-1 PA E i SCIENCE CLASSROOM C'1 SCIENCE CLASSROOM F GENERAL CLASSROOM ' GENERAL CLASSROOM GENERAL CLASSROOM GENERAL CLASSROOM .._-- pae-englneerS.com (TYP 4) A,00 F Amz (TYP 4) A103 (TYp 4) A1oa (TYP 4) Ams (TYp 4) Aloe (TYP 4) 1. DUCT SIZE ADJUSTS TO AVOID CONFLICT WITH ARCH ITECTURAL/STRUCTURAL ELEMENTS IN THIS AREA. 10 �D PROF (TYP 4) FM 10"o 10"o r 10"o 10"0 10"0 2. ROUTE REFRIGERANT PIPING TO AND FROM OUTDOOR CONDENSING UNIT PER \�� I x E4 S' f� 16x12 F x12 (TYP 4) i (TYP 4) 16x12 16x12 (TYP 4) (TYP 4) 16x12 1 (TYP 4) MANUFACTURER'S RECOMMENDATIONS. ROUTE CONDENSATE PIPING TO w r NEAREST SINK TAILPIPE. � , 183 9 l CIENCE PREP IF - I(m i If A10, I I y w 1. Cp C 300 a 6 �lg 12x12 i T C 2 T TU-6-106 12x12 650 PP 560 560 EVIRES 12-31-19 18x12 nl 16x16 � 16x12 C 2 I_Lryj C 2 C 2 600 12x12 0 r 12x12 (TYP 2) "212A�2�g 12x12 12x12 (TYP 2) (TYP 2) 12x12 12x12 12x12 12x12 C 2 1 N H T T T T TYP 2 _ I ( ) ,f I I I I X 16x12 - - � (D . TU-6-101 16x12 -- TU-6-102 650 TU-6-107 14x14 NT ca 72x20 x (TYP 2) 735 IDP 84x26 42x16 20x12 275 C-2 A„86. TU6104 TYP - - - - - - - - - - - ACU105 2 14x14 HALL ( _ _ _ _ _ _ _ _ - T A,zS TU6103 ® - - - - - - -I - - - - - - 500 - 16X2 ACU 104 2 x8 12x12 8110 I 1. - _ - - - _ -- - t - - C 2 10x1 12x12 250 (TYP 4) 10"o -- - - - - 735 150 (TYP 2) - C-2 C-2 610 - - - - - - - _ T 350 610 C-1 10"0 - 16x16 SUe ELEC. C C-2 - - - - - - - -I GIRLS RESTROOM ALIS C-Z C-2 XTENDED LEARNING (TYP 4) - - - - A114 TU-6-110 Al 77 �- - - - - - - -I U 68x30 RA UP „ o - - - - - - - -' '— L- 500 0 0 O 40XX30 " RADON P/DN 32x16 N ---- -- - N C2 1 _ 12x10 TU 6 111 10x11 10x10 20x14 -— 40x30 SA UP ,; ; 120 8"o 20x18 12"o EX UP C2 TU6112 TU6113 C 16x1 - C - -- - - — TOILET 12x12 TU-6-105 18x 0 BOYS RESTROOM ' A177 mi CID - - - - - L - - , , (TYP 2) I Q A„a T T T T O N 500 „ - "0 10x1 12x12 600 0 600 600 12x12 12x12 0, 14x14 14x14 700 N C-2 - TU 6 116 C 2 12x12 12x12 C 2 C 2 C 2 600 C V rn TU-6-114 TU-6-115 18x8 H-2 500 120 C T 120 (TYP 2) (TYP 2) (TYP 2) X (TYP 2) (TYP 2) �„� O C-2 C-2 TU-6-108 C-2 �� TU-6-109 (TYP 2) 12 o 12x1 GENERAL CLASSROOM GENERAL CLASSROOM GENERAL CLASSROOM GENERAL CLASSROOM /�\ }, Cz A111 A110 A109 Al 88 250 C-1 10"o 16x10 10 C (TYP 4) (TYP 4) 16x12 16x12 10"0 16x12 16x12 o r-- 10"o 10"0 co 10"o I (TYP 4) 10"o (TYP 4) G � � 0 0 - (TYP 2) (TYP 4) (TYP 4) � 12" 300 U) C-1 300 300 300 350 o C i ICY) I COMPUTER CLASSROOM 500 2OX18 C-1 C-1 C-1 C-1 2) 1-n - i A„9 C-2 18x12(TYP 3) (TYP 4) (TYP 4) (TYP 4) (TYP 4) I C0 U-) LO �— I ("P2) .. . .-- 11 1 1 1 1 1 1 1 I I I I I I I I I 700 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I 1 18X12 H-1 I I I I I I I I I I I I I I I I I i TYP 3 I I I I I I I I I I I I I I I I I I I HALL ( ) II A I l l l l l l l l I I I I 1 1 1 1 I I - ° I I I I I I 1 1 1 17 1 i l l l l l 1 1 1 113 I I 325 18X6 H-1 1aXs � (TYP 2) LIBRARY C AI20 325 C-1 10"o (TYP 2) k e y p l a n `fl 18x6 � 'I I I H < phase Bid & Permit I z I I U °O \-10"o w + date February 8, 2019 75 revisions `7F N O 50 6 07 8 U) 9O 10 11 a FIRST FLOOR PLAN SECTOR A - MECHANICAL project # 16055 1 = 1'-0" 1/8” o FIRST FLOOR PLAN CD SECTOR A - MECHANICAL I I �N Mm M2m10 N� Mp 1 O� NM Nm GENERAL NOTES: �l A. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO ADDITIONAL COST TO OWNER. B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND - . CLEAR OF CEILING INSERTS. ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE J FABRICATION. D. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EXACT LOCATIONS OF AIR DEVICES. E. SLOPE ALL CONDESATE PIPING (1%) DOWN TOWARDS APPROVED RECEPTACLE. �1 F. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND I B I OUTDOOR CONDENSING UNITS. 24 L G. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. O O " a 9 10 11 Dull Olson Weekes - IBI Group H. PROVIDE VOLUME DAMPER AT EACH BRANCH OUTLET I INLET. Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com I I 6 pae-engineers.com LIBRARY A120 L J 18X6 O NOTES: �� PROFF�� I�I 10"0 1. ROUTE REFRIGERANT PIPING TO AND FROM OUTDOOR CONDENSING UNIT PER 183 9 9 rl_h 00 MANUFACTURER'S RECOMMENDATIONS. ROUTE CONDENSATE PIPING TO d I I NEAREST SINK TAILPIPE. / or N L� IJ 325 2. SA DUCT OFFSETS IN SHAFT TO AVOID TRANSITIONING RA DUCT. %yo Groh 19 18X6 C-1 �qS P. Co��' (-EYP 2) 3. 6" DIA. RADON GAS UP/DN. 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OFFSETS IN PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO ADDITIONAL COST TO OWNER. - . B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE,AND CLEAR OF CEILING INSERTS. ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. C. VERIFY ALL EQUIPMENT CONNECTIONS WITH J MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. D. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EXACT LOCATIONS OF AIR I B I DEVICES. I& t i i 2 .3 4 5 6 7 8 9 10 11 E. SLOPE ALL CONDESATE PIPING(1%) DOWN TOWARDS APPROVED RECEPTACLE. Dull Olson Weekes - IBI Group F. PROVIDE REFRIGERANT PIPING TO AND FROM ALL Architects, Inc. FAN COIL UNITS AND OUTDOOR CONDENSING UNITS. 907 USA SW Stark Street Portland OR 97205 tel 503 226 6950 fax 503 273 9192 I I I I G.ALL DETAILS APPLY TO THIS SHEET WHETHER www.dowa-ibigroup.com TAGGED OR NOT. www.ibigroup.com H. PROVIDE VOLUME DAMPER AT EACH BRANCH I I I ` �ihi OUTLET/INLET. Wit= PA E pae-engineers.com PR STAFF ROOM&KITCHENETTE - SCIENCE'PRE P l - I '1183 9 G t N E 200 A220 � 285 285 285 320 v C-1 C-1 400 F 385 C-1 C-1 C-1 C-1 ONOTES: ON (TYP q) P 4) I I C-1 (TMP 4) (TYP 4) 1 (TYP 4) (TYP 4) I (TYP 4) 1. PROVIDE_x_ACOUSTIC LINED SA PLENUM PER yy y° ch 1g 1°�° 8"o(TYP 4 SPECIFICATION SECTION 233101. PLENUM TO EXTEND o� 12"a F` UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGE 1 (TYP 4) PLENUM WITH 4" INTERNAL LINING AND PERFORATED EXPIRES 12-31-19 0,0 (TYP 4) F 12"0 16K14 F 110_ o 4 10"o10"o 4) (TYP 4) (TYP 4) 2. PROVIDE LINER. ACOUSTIC LINED RA PLENUM PER 1 ( ) q SPECIFICATION SECTION 233101. 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ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND 1. PROVIDE 72x40 ACOUSTIC LINED SA PLENUM PER SPECIFICATION SECTION TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO ADDITIONAL COST TO OWNER. 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGE I - . B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING PLENUM WITH 4" INTERNAL LINING AND PERFORATED INTERNAL LINER. INSERTS. ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND 2. PROVIDE 90x60 ACOUSTIC LINED RA PLENUM PER SPECIFICATION SECTION UNDERSIDE OF BEAMS AND JOISTS. 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGE PLENUM WITH 4" INTERNAL LINING AND PERFORATED INTERNAL LINER. C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL 3. 46x24 SA DUCT OFFSETS TO AVOID RA DUCT TRANSITIONING IN SHAFT. 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ASSOC.PRINC 8x6 H 1 500 12x12 12x12 12x12 12x12 12x12 12x12 12x12 ( ) y p I 6248 625 10x1 10x8 10"0 10x8 10x8 H-2 C-2 Phase Bid & Permit 16x14 SUB ELEC. (TYP 2) U 12x10(TYP 4) 8x B212 0 l I co } � 10"0 I / ; -__-_�__ 1 � "' (TYP4) (TYPO) date February 8, 2019 I N STAGE STORAGE ` w w 16x12 16 1 10"0 10"0 16x12 1x1 ASSOC.PRINC. I 30x1 1500 375 120 100 6220 (TYP 4) (TYP 4) revisions SECRETARY 13252 30x16 H 2 12x10 H 1 8x6 H 1 8x6 H 2 3gQ N 8254 "-- I SCIENCE CLASSROOM - (TYP 4) UNDERCUT 132, C-1 ti I W "ALL STAGE 100 CFM (TYP 4) X C228 8221 0 --•-----• RECEPTION I CV B249 GENERAL CLASSROOM GENERAL CLASSROOM GENERAL CLASSROOM U 8210 8209 8206 U) SECRETARY I a 13253 I 7 E ® FSD I I - 30x18 `° --- ---- -- — ---= �-- -- --- ----------- ---- — -- --- -- ----- ---------- --- ------ project # 16055 o I z5o I 325 360 I SECOND FLOOR PLAN �� (TYPO) (TYPO) (TVP 4) SECTOR B - MECHANICAL 04 co 615� M • 1 �� SECOND FLOOR PLAN SECTOR B - MECHANICAL oC CV( ) 1G Cfl— I Nm ' GENERAL NOTES: ONOTES: A. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN 1. PROVIDE 60x24 ACOUSTIC LINED SA PLENUM PER SPECIFICATION SECTION PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGE ADDITIONAL COST TO OWNER. PLENUM WITH 4" INTERNAL LINING AND PERFORATED INTERNAL LINER. B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND 2. PROVIDE108X24 ACOUSTIC LINED RA PLENUM PER SPECIFICATION SECTION CLEAR OF CEILING INSERTS. ALL DUCTWORK AND PIPING SHALL BE INSTALLED 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGE AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. PLENUM WITH 4" INTERNAL LINING AND PERFORATED INTERNAL LINER. C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. rpm D. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EXACT / / I B I LOCATIONS OF AIR DEVICES. E. SLOPE ALL CONDESATE PIPING (1%) DOWN TOWARDS APPROVED RECEPTACLE Dull Olson Weekes - IBI Group Architects, Inc. F. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND 907 SIN Stark Street Portland OR 97205 OUTDOOR CONDENSING UNITS. USA tel 503 226 6950 fax 503 273 9192 G. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. www.dowa-ibigroup.com www.ibigroup.com H. PROVIDE VOLUME DAMPER AT EACH BRANCH OUTLET/INLET. PAEpae-engineers.com PROFO I N R 1 2 3 4 5 6 7 8 9P3 9 ? 0 ON 2 C yo<o ch -is P Coy a•6 X19 EXPIRES 12-31-19 7 RECEPTION SB221E 750 8249 C-2 I - SECRETARY __ I .- - (TYP 3) B253 E -71 T ° C 2 ' "l (TYP 3) \k VESTIBULE (TYP 3) 22X18 18x10 LL c2oo 18x10 X228 18x14 20x18 900 (TYP 5) 20x16 184 H-2 — — — — — — — — — — — — — — — — — (TYP 5) 18x8 H-2 (TYP 5) OO t I I ,I I I 0 I I O ' N HALL 0228 C rn - - / \ CF 101 / CF-102 00 I COMMONS I CzCo t� czol I I STAIR =3 j O O Cz O M c7 � � U-) o 0 1 855 (2x10 H-1 I TYP 10) I44x20 32x20 28x16 I CHOIR OFFICE&STORAGE CHARITABLE STORAGE I 705 22x10 D200 D201 I I �r-� �r- �r-� TYP 10 60X16 �� I ,' 'li 'J ��J ��42x14 �� ' 24X14 �� (TYP 10 ( ) FSD T 14x1 P 10) I _ FSD I C --- --- _ I E2 11 E2 55 TOILET&SHOWER TOILET&SHOWER ( HALL I E206 DRAMA CLASSROOM CHOIRSERVER O FD2021 D213 Dzaz HALL TD-2 0 31 24X26 I -- I I k e y p l a n J II . BOYS RESTROOM E207 phaseLU Bid & Permit U O° I date February 8, 2019 w revisions N M ti SECOND FLOOR PLAN SECTOR C - MECHANICAL 0 0 U .a co project# 16055 o SECOND FLOOR PLAN SECTOR C - MECHANICAL a M I ACV • • M� O N� 00 00 NM IN ca GENERAL NOTES: A. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO - - ADDITIONAL COST TO OWNER. B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS.ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS, C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED J DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. D. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EXACT LOCATIONS OF AIR DEVICES. r� 1 2 3 4 5 6 7 E. SLOPE ALL CONDESATE PIPING(1%) DOWN TOWARDS APPROVED I B I I RECEPTACLE. f � F. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND OUTDOOR CONDENSING UNITS. Dull Olson Weekes - IBI Group I I G. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. Architects, Inc. 907 SW Stark Street Portland OR 97205 100 140 1 150 IH-2 USA CHOIR OFFICE S STORAGE 8x6 H-1 10 C-1 x8 H. PROVIDE VOLUME DAMPER AT EACH BRANCH OUTLET 1 INLET. tel 503 226 6950 fax 503 273 9192 FD2001 I' I _ www.dogroup.group.com - �f . www.ibigroup.com - - - - - �_ !- _ 0 NOTES: ASI 4 CHARRABLESTORAGE - 1. PROVIDE 24x20 ACOUSTIC LINED SA PLENUM PER SPECIFICATION SECTION °201 I 500 _ ;,•_•,_- ____.___ 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT 18 GAUGE fli IBM 1 8.. x6 C-2 1 L_La_- -_.-_ I PA E pae-engineers.com (TYP 3) PLENUM WITH 4" INTERNAL LINING AND PERFORATED INTERNAL LINER. v � --- 2. PROVIDE 50x20 ACOUSTIC LINED RA PLENUM PER SPECIFICATION SECTION + 10x8 r FSD FSD I 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGE 1 - - - - - - - - - - - - PLENUM WITH 4" INTERNAL LINING AND PERFORATED INTERNAL LINER. UC PROVIDE FSD FSDt J __ _ _ _ 27 100 CFM 83 9 SEISMIC 350 18x18 --- 0 3. TYPE I FUME HOOD BY OTHERS. REFER TO FOOD SERVICE DRAWING. JOINT f C_2 10x8 _ _ (TYP 3) _ G 0 200 I CUST. GO 6 4. GREASE EXHAUST DUCT. PROVIDE FIRE WRAP WHERE DUCT IS WITHIN 18- �o > 1 320 SERVERY (TY -� 12 INCHES OF COMBUSTIBLE MATERIALS. do 149 8TYP 4 4) 28x22 9 10" 10x12 D2,3 12„o� J r I �qS P. coy FSD 11 h0"0 5. DISHWASHER VAPOR HOOD BY OTHERS. REFER TO FOOD SERVICE DRAWING. c"aR _ _ SLOPE HORIZONTAL PORTION OF EXHAUST DUCT BACK TOWARDS VAPOR HOOD. EXPIRES 12-31-19 1 16x1 D202 1 2801 II 1380 12"o 840 6. CONNECT 8" SA DUCT(125 CFM)TO SOUND ISOLATED MUSIC ROOM UNIT(BY 1241(TYP 4) 30x12 H-2 30x12 9 420 G7 I OTHERS). REFER TO MANUFACTURER'S RECOMMENDED INSTALLATION -C-1 1 --11414 (TYP 2) INSTRUCTIONS. SUPPLY DUCT SERVING PRACTICE ROOM TO BE PROIVDED WITH 1 24x22 9 p FSD TYP 10) 12" (TYP 2) 200 I 1"ACOUSTICAL LINER. � T C-2 rPr, ( 7. CONNECT 8" RA DUCT(125 CFM)TO SOUND ISOLATED MUSIC ROOM UNIT(BY 6" RADON UPONX 10" OTHERS). REFER TO MANUFACTURER'S RECOMMENDED INSTALLATION 16x16 9 16 T J N 0 I INSTRUCTIONS. RETURN DUCT SERVING PRACTICE ROOM TO BE PROVIDED WITH 1 4 12x12 UP TO KEF-302 12" O 1 ® 1"ACOUSTICAL LINER. � 14 15 _ 8 TU 3 201o UP TO ROOF 8. PROVIDE 1"ACOUSTICAL LINING DONWSTREAM OF VAV BETWEEN THE 12 3 12x12 DN TO HOOD 12"0 32x2 I I10x10 UP TERMINAL UNIT AND FIRST TAKE OFF. 1 " ' I o TO KEF-301 5 9. DUCTWORK TO BE PROVIDED WITH 1"ACOUSTICAL LINING WITHIN THIS SPACE 410 ABOVE HALLWAY. V 18A H-2 8"oj (TYP 4) 1 (TYP 4) 1 = 12"0 I FOFFICE 11045-DEGREES •L . INSTALL DIFFUSER ANGLED DOWNWARD. 18x8 10.112o I 11. PROVIDE 60x24 ACOUSTIC LINED SA PLENUM PER SPECIFICATION SECTION C/)= (TYP 4) 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGE I GIRLS LOCKER ROOM PLENUM WITH 4" INTERNAL LINING AND PERFORATED INTERNAL LINER. in 300 "o 12"o E202 I _ 385 C-1 ( 12. PROVIDE 108x24 ACOUSTIC LINED RA PLENUM PER SPECIFICATION SECTION O 12x10 S 1 m DRY STOR. 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGE ORCHESTRA (TYP 4) D204 °° D222 120 ' PLENUM WITH 4" INTERNAL LINING AND PERFORATED INTERNAL LINER. 5 i N 8" �/� 16 N 10 0 1' 13. PROVIDE ACOUSTICAL WRAP AROUND TERMINAL UNIT. REFER TO V SPECIFICATION 23 07 00. � v J 840 T = ® 1 © C-2 14. PROVIDE 60x24 ACOUSTIC LINED SA PLENUM PER SPECIFICATION SECTION 1 ° H 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGEa "o DRYER EX UP cv 9 PRACTIC PLENUM WITH 4 INTERNAL LINING AND PERFORATED INTERNAL LINER. 0 10 TU-3-203 <� i „ oz10 8 13 TU 3 202 12x8 7 0 14x14 15. PROVIDE 108x24 ACOUSTIC LINED RA PLENUM PER SPECIFICATION SECTION (IO KITCHEN 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGE �_ > T ffT 8" Dz1s E2,o 1 PLENUM WITH 4" INTERNAL LINING AND PERFORATED INTERNAL LINER. 100 0 f 24x20 w P D2,�E TOILET 14x14 14x14 c O O 8x6 H 1 INSTRUMENT STORAGE - - °�1 16. ROUTE DUCTWORK TIGHT TO STRUCTURE AND IN BETWEEN TRUSS WEBBING. rn D205 MUSIC OFF! E ! ' r r D2os 9 i 15� x8 L dM M� CU "0 c O M M 8 13 TU 3 204 .. _... ... _. _ . 8' (TYP 3 g 0 � LO 150 150 RISER ROOM AU%GYM C-2 C-1 / PRAJTICE OFFICE / 50 D218 E113 1 I D212 D220 C-2 TU-3-205 , 12 12 HALL 150 840 n T b 1 D2oS 1�2 C 5 C-2 L — L 1 C 2 L - UH-201 16 B Ec. 150 (TYP 2) D2 9 ( P 2) (TYP 2) C-1 I TOO 9 16to C-1 I(TYP 2) � 8"0&1 1 12x10 4 (TYP 4) 12x10 (TYP 4) BAND IOSTP UMENT STO 1AGE D207 I "- —Fail/ 8x6 H-1 / \ 14"o / \ � I 0 - k e y p l a n phase Bid & Permit w CID I I date April 26, 2019 Ud o o 425 425 140 revisions cc i I 12x10 S 1 10 1 12x10 H 2 1 8x6 H 2 ASI 04 1 6/07/19 (TYP 4) (TYP 41 �o o� 0 I I a> a v project # 16055 �- 1 SECOND FLOOR PLAN SECTOR D - MECHANICAL SECOND FLOOR PLAN SECTOR D - MECHANICAL a �� NN Or OM2 . 23 , 00 00 NM (B CID 1� GENERAL NOTES: - . A. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO 6 7 8 9 10 11 12 ADDITIONAL COST TO OWNER. B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF CEILING INSERTS. ALL DUCTWORK AND PIPING SHALL BE INSTALLED J I I AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS J I32x32 SA TRANSITIONS C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED TO 36x36 DN TO AHU IN DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED I MECH ROOM BELOW EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICA8"o EX DN(TYP 2) 26x40 EA UP TO r� 16"o EX DN EA LOUVER I . LOCATIONS OF AIR DEVICES.ARCHITECTURAL REFLECTED CEILING PLANS AND EXACT ' ' I I 4�144- I'..' `y� L E. SLOPE ALL CONDESATE PIPING (1%) DOWN TOWARDS APPROVED 11A y( I�t�\ RECEPTACLE. = Dull Olson Weekes - IBI Group F. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND Architects, Inc. OUTDOOR CONDENSING UNITS. 907 SW Stark Street Portland OR 97205 MAIN= USA "o(STACKED, TYP 2) tel 503 226 6950 fax 503 273 9192 I 2 G. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. � www.dowa-ibigroup.com _ _ _ _ �� I H. PROVIDE VOLUME DAMPER AT EACH BRANCH OUTLET I INLET. www.ibigroup.com I I I ----- — T—&SHOWER — =� — — — -- -- — — — -- TOILET�Ow� "o EX UP(TYP 2) I 250 e}eVI 250 250 12x8 S 1 I ' HALL I C 2 C 2 C-2 %(T ;2) (TYP 4) Ezoo (TYP 2) r 12x12 17rx12 ` 16"o EX UPI1i=1= PAE TO EF-306 I 0NOTES: Pae engineers.com Fr 4 i 1. ROUTE CONDENSATE PIPING TO SINK TAIL PIECE IN ADJACENT RESTROOM. PR�10"010" 2 I2. EXISTING FLOOR RETURN GRILLE TO REMAIN. RETURN PLENUM UNDER GYMx ( 3 M i FLOOR TO REMAIN OPERATIONAL DURING CONSTRUCTION. PROVIDE PERIODIC w183 9 TYP 2) 10 0 10 (TYP 2) ( I AIR MOVEMENT DURING ALL SEASONS UNTIL CONSTRUCTION IS COMPLETE AND o16"0 8"0 18"0 I I NEW HVAC UNIT IS OPERATIONAL. IRLS RESTR moo^ I I I I I 3. DUCTWORK SUPPORTED FROM WALL. REFER TO SMACNA HVAC DUCT 10 0 18"o EX U '� ; „ I CONSTRUCTION STANDARDS. �qs P. Co�� (TYP 5) I I x I I TO EF-305 n u n I/\I 12 0 10 o 12 �I i— MAIN GYM 4. ALL TRANSFER AND EXHAUST DUCTWORK SERVING LOCKER ROOM AND EXPIRES 12-31-19 E103 I (TYP 5) I DRAMA CLASSROOM I RESTROOM AREAS TO BE PEDESTAL MOUNTED ABOVE THE CEILING. REFER TO - I - I SMACNA HVAC DUCT CONSTRUCTION STANDARDS. I 500 500 MULTI USE SPACE 1 ACU-106 C-2 181Q GIRLS LOCKER ROOM BOYS LOCKER ROOM 18x20 C 2 _ -- _ I ezi z ® E2os ACU 107 1 5. WHERE POSSIBLE, INSTALL SIDEWALL DIFFUSERS IN PLACE OF EXISTING 50 I I 50 T I DEMOLISHED DIFFUSERS PATCH AND REPAIR EXCESS OPENINGS AROUND NEW C-2 C 2 c I I SIDEWALL DIFFUSERS AS NEEDED. (TYP 2) 10x1 26x2 26x20 10x10 I (TYP 2) 3 12"o I I OFFICE 12" 50 0 Ezo3 50 I C-2 I 6 I C-2 3 i Li 711 32x2 600 32x26 600 I - LIIJ ii' Ix26 32fE 32x26 - I i F-71 — C I 1500 N 20x20 H-2 I U) I C F-101 CEF-102 I l I Q I I I ` - - - - - - - - - - - - - - - - - - - - - - - i O 16 F330 11 330 1O 32x26 H 2I C-1 I HALL C-1 (TYP 5) E2 00 (TYP 5) j N p U ti "o DRYER EX 32x32 SA UP TO 1650 450 i vJ 32x26 H 2 18x8 S-2 I UP/DN RTU 301 ABOVE 18"o 3 T 22x22 RA UP TO (TYP 5) i z 3434 RA UP TO RTU-308 ABOVE m �I CnCID _- }+ ca RTU-301 ABOVE 20x20 SA UP TO LM 4W 4M2500 /� RTU-308 ABOVE x20 5 111I 6x18 H-2 'a T 20x20 DN (TYP 4) M I CZ 30"o I CD 'qT rn CD CD y r r (TYP 3) 36x12 DL-2 d 1 I (TYP 3) I o c i c i L0 � o II, w I " RADON DN J I y i 6" RADON UPJ P y I I I I v N Aux GYM E118 I I I D E —i I I I I I y k e y p l a n J fy I y I I I I phase Bid & Permit ZI LU coU I I date February 8, 2019 w75 revisions N M ti I I 18x8 DL-1 I I I I I o (TYP 10) 0 U mI I I I I I I I T Cz I project# 1 16055 o SECOND FLOOR PLAN SECTOR E - MECHANICAL �~ 1 SECOND FLOOR PLAN SECTOR E - MECHANICAL eC'4 co O� N� M2m24 �O OC NM ' Nm IBI , t 2 3 4 5 6 7 8 9 10 11 Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 i I I I I I www. owa-i igroup.com www.ibigroup.com I I I I I I . 6 PA E pae-engineers.com PR - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - q t NOLi Li FF��9 18329 r I I I I I ON S° >` y ch t 9 C9' EXPIRES 12-31-19 I I I I I I I I I I I I I I I I I I I RGF-301 EF-301 B U I I I I I I I I I L Cn I j I 0 ^ O N N ---, U � v U) EF 302 O N — — — — — — — — — ca RGF 302cu CY) ACCO-305 � � QCD o � I I I c o o M M I I U) � LO L I I I I I I I I I I a ty I I I I I I I I I I — — — — — — — — — I I I I D E I I I I I I I I I I I I I I I k e y p l a n phase Bid & Permit z Lu 00 I I I I date February 8, 2019 LU revisions cci I I I I I I I I I I ti 0 0 I I I I I I a> project# 16055 o ROOF PLAN SECTOR A - �U) MECHANICAL CV 2 ROOF PLAM 1 N SECTOR A - MECHANICAL m 5 CVM CO_ Nm (000 wm J *Mar IBI 2 3 4 5 6 7 8 9 10 11 Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 I I I I I I I www.dowa-ibigroup.com www.ibigroup.com = ls I PA E pae-engineers.com PRO V�'� 83 9 9 ON a6 �lg EXPIRES 12-31-19 I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — fi -r- r r I I I I I I I I I To DRYER EX r< EF-304 D> - - — — — — — — — — — — — — — — Li Ll N I I EF-3 3 O N ��(� rn v ! V O co VxI\X i ; I/IL-\ VI RTU 305 CC 0-) O � C 1 I/ �� L M M con LO ii L J Lj RTU-304A GF-303 Y I I I I I I I I u - — — — — — — — — — — — H 4 C / CCU-303 D E I I I I I I I I I ACCU-302 k e y p l a n I I I I I I I I I phase Bid & Permit z RGF-306 LU 00 1 I I I I I I I date February 8, 2019 LU revisions M I I I — — — — — — — — — — — — — — — ' J LEO Cf) I I I I I a a_ project# 16055 o ROOF PLAN SECTOR B - U) MECHANICAL a NN 4170 m2m5l oM 1 ROOF PLAN SECTOR B - MECHANICAL Nm (000�mm J ea IBI Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com PAE pae-engineers.com PROFFs 1 1 2 3 4 5 6 7 8 9 w1839E� �j9 0 ON I I I I I I I I I C,yoCgShR9Co��'\�� ® \ EXPIRES 12-31-19 I I I I I I I I - - - - - I I I I I I I I - - - - - I - - - - - - - - - - - - - - - - - - - U L I I I I I E 0 I I N U rn � 0 }m L CU I I • I I I I I I I � C� Co Qoti I I I c ti L. co co ocoM I I ICD � � LO I I I I I I I I I I I I I I I I I I FF --- L — — i --- — — — — — --- -- -- -----------------------------� J II D E r-------___ I RTU-3048 � - I /T 1 k e y p l a n z I phase Bid & Permit U w date February 8, 2019 a w revisions N M 1 ROOF PLAN SECTOR C - MECHANICAL 0 118 = 1 -0 0 L U N project# 16055 o ROOF PLAN SECTOR C - �C/) MECHANICAL a MN d' 2 2 N� 5 �o o� NM Cfl_ Nm GENERAL NOTES: A.ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN - . PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO (00 ADDITIONAL COST TO OWNER. B. RUN DUCTS AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE,AND CLEAR OF CEILING INSERTS. ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO WALL AND UNDERSIDE OF BEAMS AND JOISTS. C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. D. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EXACT �1 1 2 3 4 5 6 ] LOCATIONS OF AIR DEVICES. E. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND I I OUTDOOR CONDENSING UNITS. I I F. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. Dull Olson Weekes - IBI Group I G. PROVIDE VOLUME DAMPER AT EACH BRANCH OUTLET I INLET. Architects, Inc. 907 SW Stark Street Portland OR 97205 H. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN USA _ _ _ _ _ _ _ _ _ _ PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO tel 503 226 6950 fax 503 273 9192 -T ADDITIONAL COST TO OWNER. www.ibigroup.�com com €€ Imo,=11 PA E II � pae-engineers.com - I O NOTES: p PROF 1. REMOTE REFRIGERATION RACK. PROVIDE ROOF CURB. REFER TO FOOD �� e I Ne SERVICE DRAWINGS. i'183 9 I I r----------�1 ON P. CO�� RTU-303 7/7/— I EXPIRES 12-31-19 Il _ I % I G I IV I 11 I I /I I� \ RGF 304L 11 I `A � _rr II I I / \ RTU 302 KEF- 1 Del I II a I KEF 302 (� I I I I I II I -i I I I I I II I O II C .1. 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G(0 �I I I I I I I EXPIRES 12-31-19 I I ACCU-306 ACC 307 IIDoe I II I I I I I I U I Q II I I I I I I O _ C'O N v U) o I I N 4-0—_0 "o DRYER EX DN co I I =3 Q o ti r t�� r-a F-a O C) Ic_rJIc_J �_.r ll I I I I I I I � � 0 L:r o2 6 RTU 308 (0 L ACCU-308 I I1-0 II I I I I I I A RGF-305 II I I ° ACCU-301 I B D • Z k e y p l a n phase Bid & Permit w 00 date February 8, 2019 w revisions M I I o - - � - - - - - - - - - - - - - - - - - - - - - - - - I - - M project# 1 16055 o ROOF PLAN SECTOR E - �W I I I MECHANICAL �N ROOF PLAN SECTOR E - MECHANICAL 1/8" = 1'- M2m54 OM Nm 5 6 7 8 9 10 11 12 GENERAL NOTES: TU 6107 TUfi-106 TU 6104 TU 6-103 TU 6102 TU 101 A.ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN - - - PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO (000 ADDITIONAL COST TO OWNER. I o I o I I B. RUN PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF SCIEN E SCIENCE GENERAL �E NERAL GENERAL GENERAL CEILING INSERTS. ALL PIPING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO CLASSR OM CLASSROOM CLASSROOM cU1SSRooM CLASSROOM CLASSFOOM WALL AND UNDERSIDE OF BEAMS AND JOISTS. I I II II C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED — DRAWINGS. VERIFY AND PROVIDE PIPE TRANSITIONS TO FURNISHED EQUIPMENT. I E3 A Im T 17 -F -1 F T 7 F -F T L B FIELD VERIFY AND COORDINATE ALL SIZES BEFORE FABRICATION. A U-105 SCI CE 11/2" HWS HALL 11/4" HWR D. SLOPE ALL CONDESATE PIPING(1%) DOWN TOWARDS APPROVED ACU-104 PR 111/2" HWR 11/4"HWS 1" HWS ' HWSIR= _ = RECEPTACLE. �� - -I GIRLS LE 1" HWS 11/4"HWS xrEND 1" HWSIR E. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND I B I 2" HWSIR UP RESTROOM i HALL ONF. 1 HW 1 1/4" HWR LEA G 1 HWR __ l� C -I� OUTDOOR CONDENSING UNITS. L1 TU-6-105 I � t . -Bovs — C F. PIPING SHALL BE LARGEST SIZE SHOWN UNTIL SMALLER PIPE SIZE IS RESTROOM OIL INDICATED; INCLUDING MAINS AND BRANCH PIPING.. T -6-110 1" HWS Dull Olson Weekes - IBI Group 1" HWR G. ALL BRANCH RUNOUT PIPING TO TU HEATING COILS, CABINET UNIT HEATERS Architects, Inc. T 6 116 I GENERAL GENERAL I GENERAL GENERAL I AND UNIT HEATERS TO BE 314" UNLESS OTHERWISE NOTED. 907 SW stark street Portland OR 97205 OMPUTER CLASSROOM CLASSROO(� CLASSROOM CLASSROOM USA T -6-108 C S H. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com T $ 109 www.ibigroup.com muni nlnnn TUB 112 TU-6-111 TUB 114 TU 6115 Lllllll TU-6-113 NOTE: !t;--ft1= pA E 1. 314" HWSIR DOWN TO CUH-103. pae-engineers.com I I PROFFS Q/ I Nkp ' I I , 183 9 9 LIBRARY 2 ON 1. o I I I I T4s P co��\ a 6•x,19 E PIRES 12-31-19 — TU-7101 Tin TU 7-108 IIIIIIIII IIIIIIIII TU-7-109 TU-7-1 0 TU-7-111 — — C FFICE ORK 00 2" HWS 2" HWR TU-7-102 ST G I GENERAL GENERAL I GENERAL GENERAL I I TU-7103 CLASSROOM CLASSROOM CLASSROOM CLASSROOM TU-7104 GIRLS IRESTROOM TU-7117 LACTA 11/4" HWS TU-7-106 V (� 3" HWSIR UP K 11/4" HWR 1" HWSIR �7 BOYS I� iRESTROOM OIL 11/2"' HWRIWIT CUSTODIAL CUSTODIAL SMALL1 114H - — — — — STORAGE OFFICE CONE 11/2" HWS 114'S1" HWSIR 0 HWR TU-7105 SUB ELEC O TU-7107E RAL TU 7-116 0 C— N SCIENCE C S AL GENERAL GENE L U 04 IDF CLASSROOM CLASSROOM CLASS OOM TU-7-113 TU 7114 TU 7115 I I CU vi �4„ HWR = = = C�C Qor� 4HWS = = = I C o " EST � C L � dM Ca � "I -� � LOLO I I I 1 CUH 103 I I — 4-; m M4.02 I 4” HWR----,I:; — 1 - 14 — — — — 4" HWS HA I BOILER I � ^ GEN. DRAMA C - BUILDIN STORAGE D TORAGE �1 TOILET G NM HALL F7CUSTl RESTROOM RESTROOM L I k e y p l a n MA I J HALL phase Bid & Permit H &PE nun it ZSTORAGE LU 00 U EXTERIOR asroR4r;Liiiiiiiiiiiii date February 8, 2019 LU revisions N -7 MDF M MAIN r� I ELEC. I I O L II GYM I I I -� II a " I I project# 16055 - - - - OL L FIRST FLOOR - - - PLAN HVAC PIPING o� �M oM 1 OVERALL FIRST FLOOR PLAN - HVAC PIPING M3m01 NCO 1 2 3 4 5 6 7 8 9 10 11 12 I I I I GENERAL NOTES: SCIENC PREP U TU-6-206 TU 6 205 TU 6 204 TU 6 203 TU 6 202 T -201 A.ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN — — — ADDITIONAL COST TO OWNER. - - A PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO STAFF I Roots I �I I I I B. RUN PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE, AND CLEAR OF KITCHENETTE SCIEN E SCIENCE GENERAL G NERAL GENERAL GEN��RRAL CEILING INSERTS. ALL PIPING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO CLASSR OM ASSRo M CLASSROO CLASROOM CLASSROOM cLAssR20oM WALL AND UNDERSIDE OF BEAMS AND JOISTS. <=-207 2" HWSIR DN III C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED O ILN DRAWINGS. VERIFY AND PROVIDE PIPE TRANSITIONS TO FURNISHED EQUIPMENT. — B ) FIELD VERIFY AND COORDINATE ALL SIZES BEFORE FABRICATION. „ 11/2" HWS ' 11/4" HWS 11/2" HWR EXTENDED D. SLOPE ALL CONDESATE PIPING (1%) DOWN TOWARDS APPROVED 1 3" HWS I 1 HWSIR LEARNIN 1 114 HW_ R RECEPTACLE. SUB " SIR L RT 3 HWR SUP I- r s LE 1" HWSIR 11/2" HW E. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND B I 3" HWR _GE 11/27 I TU -2093" HWS 2" HWS 1I I OUTDOOR CONDENSING UNITS. 11 i MAK sPA E OYS O - T 6 215 C F. PIPING SHALL BE LARGEST SIZE SHOWN UNTIL SMALLER PIPE SIZE IS 1 OM INDICATED; INCLUDING MAINS AND BRANCH PIPING., Dull Olson Weekes - IBI Group 12 2" HWS Architects, Inc. GENERAL GENERQL� GENERAL GENERAL G. ALL BRANCH RUNOUT PIPING TO TU HEATING COILS, CABINET UNIT HEATERS CP-306 2 HWR CLASSROOM CLASSROOM CLASSROOM CLASSROOM AND UNIT HEATERS TO BE 314" UNLESS OTHERWISE NOTED. 907 SIN Stark Street Portland OR 97205 S��}}y��111ALL � SMALL USA GOUP GROUP tel 503 226 6950 fax 503 273 9192 MAkERSPACE CLA SROOM ILII CLASSROOM H. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. www.dowa-ibigroup.com IL � www.ibigroup.com TU-6-219 TUB 22 TU 6 221 TU 6 222 TU 6-218 TUB 216 0 NOTES: 11 r 3 HWS I I TU 6 217 1. 1" HWSIR UP TO RTU-308.I IsTEMicTE 3" HWR PA E � � I I I I pae-engineers.com 2. 2-112" HWSIR UP TO RTU-306. ' PROF TU 210 TE I I 3. 2" HWSIR DOWN. �$GINEb EMi 9 oRA E 4. 2" HWSIR UP TO RTU-307. 183 9 l TU 211 ON SPED OFFI OFFICE J 5. 1" HWS/R UP TO RTU-305. yy °rch i9 �°c� y I TU$2t2 HALLJ I I 6. 2" HWSIR UP TO RTU-304A. o�4S P Cp�� a.6 X19 SPED TU -213 ITN. ]TIN. 7. 1-112" HWSIR UP TO RTU-3046. EZPRES 12-31-19 — — OFFICE OFFICE I — — —I C / 8. 1-114" HWSIR UP TO RTU-303. TUB-214 CP-307 � ��/ 9. 1-1/2" HWSIR UP TO RTU-302. FUNCTIONAL I _ I ROOM I DILE — DP I I — I — —1 — �\ 10. 1-112" HWSIR UP TO RTU-301. TU 5 203 TU 7 203 S ALL TU5201 CORP BOO KEEPE G OUP D GENERAL GENERAL I GENERAL GENERAL CP 305 3" HWS CLASSROOM CLASSROO CLASSROOM CLASSROOM ° 3" HWR 4 TU 5 204 ° w S - TU 7 204 TU 7-2 5 TU 7 206 TU 7-207 T -7-213 ITIN. — TU 5 20Z CO tC. u — OFFICE — R STRO M - - TU 5 205 TCH 6 ONF. HALL 11/2" HWR -- V L OFFICE 5 4" HWSIR ors cu T rHWS/R-j1 112" HWS 1 114" HWR 1" HWSI -F-� TU 1"2HWR DN M 1 114" HWS 1 . � Cn 1" HWS EA TU-5-211 OILS OIL E4 2" HWS 11/2" HW.RI Ll 112" HW 1" HWSIR 1 114" HWS u 21 INC. SUPPLY 2" HWR - - - SUB H — TU-5-208 REc�Pn s NC TU-7-209 TU 7-208 TU-7-211 TU 7-212 1 P.A.S.S. TORAGE ELEC. 75 r- 04 CP-304A TU-7-21 0 CUH 201 1 HWR SO SCIENCE NERAL 1" HWS GENERAL GENE AL ti SECRETARY CLASSROOM CLASSROOM CLASSROOM O p - PRINC. CLASSROOM O rn STAG ♦�♦ �+ / w VEST]BUL EC ETAR v C: O `CO � — — — TU-5-2 - - - - - J Q) (a TU-5-2 — — — — — — — — — goo g N C � � � CY) dMCU ' I I I COMMONS n/ LO OM CO O coLIL— LO LO 3" HSWIR DN I CP-302 2" HWR2" HWS— — 2 112" HWS 2112" HWR — — — — — — — — OFFICE CHAT ABLE GHOIT 1LE TOILET CP-303 CP 304B I a a ITORAG STOIRAGE I S OWE SHOWER - LL 11 114" HWS I RVE Y 1 ❑0 1 0 3" HWR 3" HWS I I I B 1114 HWR 7 o v cusT. ' CHOIRh ALL aD ED GRt� o R M RS/RL UNMAIN (v' TU 3 201 1 8 9 RS/FL UP I 1 GYM 'I KITCH \ , x D E 1" HWSp y FICE DR MA 1" HWR S R. WA O Edig CLAS ROOM S TU 3 203 I ACU 106 1 REF. I 2" HW f ACU-107 f ORCHESTRA 2 HWS , o k e y p l a n J 1 HWR PACT CE TU 3 202 1" HWSI 1 WALK1 112" HWSIR HA 1" HWSIR I I phase Bid & Permit LU IN U FREEZE 00 TU 3 204 OF ICE -301 date February8, 2019 d INSTRUMENT LP C BICE OFFICE D RISER I LU STORAGE OOM 2 1 revisions N TU-3-205 SUB CP-308 ce) ELEC. U H_2 1 AUX 0 BAND GYM' be O ^ ,�'�. t Ff U) / ACCU-301 (D INSTRGIMENT a STORAGE . J I I project# 16055 o _ _ OVERALL SECOND FLOOR �� _ _— � � � _ _� -- PLAN - HVAC PIPING CL ' I I co� U-)M o� M 2CDM � Nm // 1 2 3 4 5 12" UP TO GENERAL NOTES: - - 300 EF-304 125 125 F-1-5-0-1 A. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN C 2 ON ROOF 8x6 H-1 8x6 H-2 C-1 PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO 3 ADDITIONAL COST TO OWNER. J - — - � _ _ _ B. ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO - - _- WALL AND UNDERSIDE OF BEAMS AND JOISTS. 8'o 73 C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED 10"o - DRAWINGS. VERIFY AND PROVIDE DUCT AND PIPE TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE 300 FABRICATION. r� C-1 D. SLOPE ALL CONDESATE PIPING (1%) DOWN TOWARDS APPROVED I B I T RECEPTACLE. CONF. RECORD E. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND -- m 8232 BOOK- OUTDOOR CONDENSING UNITS. Dull Olson Weekes - IBI Group 10"m -- T 10x10 F. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. Architects, Inc. $ 907 SW Stark Street Portland OR 97205 lift USA i► tel 503 226 6950 fax 503 273 9192 g www.dowa-ibigroup.com 175 40 12x10 150 www.ibigroup.com C-1 C 2 100 TU 5 202 1-2 PA E 175 COU - J 1-2 OFFICE - TU-5-203 pae-engineers.com x c i 12x10 `4 ��0 PROFF� 1 - � 125 _ V� I NES �� C-1 T" - 125 2 0 NOTES: 8s 9 v 100, 175 - i C 1 8 0 °� A ST = T T = (TYP 2) 1. PROVIDE 26x24 ACOUSTIC LINED SA PLENUM PER SPECIFICATION SECTION TI N IN. OF ITIN. F IC 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGE ° x6 B255 1 22x20 ( B 125 PLENUM WITH 4" INTERNAL LINING AND PERFORATED INTERNAL LINER. L) 0 12x1 20x18 C-1 R 0 - -- - - 2. PROVIDE 34x20 ACOUSTIC LINED RA PLENUM PER SPECIFICATION SECTION OFFICE o [EXPIRES z-3i-is 2A4 $ 1 _ _ 233101. PLENUM TO EXTEND UP TO TRANSITION TO ROOFTOP UNIT. 18-GAUGE B238 1 PLENUM WITH 4" INTERNAL LINING AND PERFORATED INTERNAL LINER. 175 C-2 1412 - - i - - - r- 1412 3. PROVIDE DUCT SLEEVE. SEAL WITH MASTIC ANY GAPS COMPLETELY AROUND -- „m DUCTWORK AT WALL PENETRATION AFTER INSTALLATION OF DUCT THROUGH 175 o T - - - 1 CONF. WALL. C-2 125 -243 C 0 8 150 125 C 2 x C-1 175 C-1 PARENT/ `� COUNS. C VOLUNTE R - 2 1-7 5--1 OFFICE z - T E m 8242 @ 34x26 SA UP C-1 39 r-j B2 1 T T o TO RTU-304A 60x24 RA UP 1 o N P p TO RTU 304A 1 m N V TU 5 205 0 o TU-5-210 10 V TU 5 207 _ 12x10 C-2 To ' U 5 206 12x10 Q 101"o _ i T, o - 12x10 ---- -- 8" 300 0 TU-5-211 C-1 1 140 0 �^ C-2 200 ` ' � C-2 200 V O 0 C-1 TU-5-212VN TOILET ( ),-U) I C t� TU 5 208 __ B247 B246 245 (� ~ 100 - 1 16x10 _ _ (T C1 C � o � F. �_� co M ° - UC 50 CFM 2 1 �� ---4 - o co M ` SUPPLY M �� co o 0 PRINC. t► 8250 8248 ASSOC. 125 1 r 225 C-1 C14RINC C-1 10"a 251 d- � 6"y) 1 225 10"o I 8„o I C-2 C2 O O N I T 125 T a 8, C-2 a I 10" 12"o 12A 2 400 L0 ASSOC. C-2 - PRINC. - - ARY 1 14x12 8 125 T C-1 J m � i o phase Bid & Permit LU RECEPTIO 4Co o U 6249 6" RADON UPID date February 8, 2019 LU CUH-201 121" 7-> 2 revisions CV co I I I ti 0 / O f C0 d (D — - — — — — 200 Z-, C 1 (TYP 4) project # 16055 o ENLARGED PLANS - �U) MECHANICAL a ON - DC UD.— CV� �o SECOND FLOOR PLAN SECTOR B - MECHANICAL m4m0i CDM �2_ Nm 1� GENERAL NOTES: - - A.ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND TRANSITIONS AROUND OBSTICLES SHALL BE PROVIDED AT NO ADDITIONAL COST TO OWNER. B. ALL DUCTWORK AND PIPING SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO J WALL AND UNDERSIDE OF BEAMS AND JOISTS. C. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS.VERIFY AND PROVIDE DUCT AND PIPE TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION. �1 D. SLOPE ALL CONDESATE PIPING (1%) DOWN TOWARDS APPROVED I B I RECEPTACLE. 24 4 � f E. PROVIDE REFRIGERANT PIPING TO AND FROM ALL FAN COIL UNITS AND OUTDOOR CONDENSING UNITS. Dull Olson Weekes - IBI Group F. ALL DETAILS APPLY TO THIS SHEET WHETHER TAGGED OR NOT. Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-lbigroup.com VAIMAbigroup.com JIM:: } ai1 PA E pae-engineers.com V�� PROFF�f �G1NE� ONOTES: ��1,8Q3 9 9 1. UNIT SUSPENDED FROM STRUCTURE. y b ON 1' 2. DUCT TURNS UP TO CONNECT TO OSA PLENUM ON LEVEL ABOVE. AS P. CID a,6X14 3. FIELD-CONSTRUCTED PLENUM CONNECTED TO SHAFT WALL. CONNECTION TO EXPIRES 12-31-19 SHAFT WALL SHALL BE 48x16. CONTRACTOR TO ENSURE CONNECTION IS SEALED AIR AND WATER TIGHT. _ 4. ARCHITECTURAL LOUVER WITH OSA INTAKE PLENUM CONSTRUCTED TO MATCH FACE SIZE OF ARCHITECTURAL LOUVER AND EXTEND BACK 40-INCHES FROM INTERIOR FACE OF WALL. CONTRACTOR TO ENSURE INTAKE DUCTS ARE CONNECTED TO PLENUM FROM BELOW. 3 3D VIEW - MULTI USE SPACE & BOILER ROOM - NORTH END - MECHANICAL - FOR REFERENCE 9 I U_ 8"o OSA 8"o BOILER INTAKE BOILER EXHAUST (n (TYP 2) 2 UP (TYP 2)- 36x36 SA UP - 66x30 OSA UP 2 UH 1 1 1 16"o EX UP 44x44 EX UP 3" HWS/R UP 0 4" HWS N 4" HWR r ) /'1 3/4" HWR � v 3/4" HWS M V O -- ---, co xcza� Cn o ' C Q =3 > _ -- / C Q o ti „ HWS `\ \ . � c X00 HWR a – Y rn � coC CIO U AHU-101 too o 0 Cn CO LO to iii n I v RA FROM EXISTING DDC PANELS UNDER FLOOR PLENUM SPACE � I I 4" HWR 1 ' i ;' i i 3 4" HWS CHEMICAL I -- -J ° POT FEEDER _ 2" HWS B 101 2" HWR VFD 3" HWS " HWS 32x16 ' i h 3" HWS - – - -- ----, i 4" HWR B-102 " HWS i ET-101 J j phasel Bid & Permit z -- w 00 AS 101 1 4" HWS <'H-W--P---1-0-1->-/ HWP-102 date February 8, 2019 w revisions N M r ti O O L U U) _N 2 3D VIEW - BOILER ROOM - MECHANICAL - FOR REFERENCE 1 FIRST FLOOR ENLARGED PLAN - BOILER ROOM - MECHANICAL 1/4" = 1'-0" 3 project# 16055 o ENLARGED PLANS - �C/) MECHANICAL co� ON M4mO2 66 O� 00 00 NM Nm FLEX. DUCT SPIN-IN FITTING W/ VOLUME DAMPER Cl SHUTOFF PVC GOOSENECK WITH SCREEN. CING DRAW BAND VALVEVALVE(TYP) \ \1 11 II I I (BY OTHERS) 4" DIA ALUMINUM DUCT 10'-0" MIN FROM ANY AIR INTAKE \ SEALANT ALL AROUND OR OPERABLE OPENING ® \ \ \ \ \ 1 1 I I I KILN VENT DUCT INLINE EXHAUST FAN (BY OTHERS) WALL CAP WITH WEATHER LOUVER V-13" MIN. ROOF PENETRATION AND FLASHING Z FLEXIBLE MECHANICAL 10 COUPLING (TYP OF 6) \ SUPPLY BRANCH FROM ROOF — — ELI! (00 KILN � i i 112" COPPER TUBING CEILING r� 3" �{ 4"MIN 1/8" SLOPE 6" PVC iYyYyyyyyyy7177 I B I - ONOTE: FILL WITH WATER PROOF 6" PVC PIPE SLEVED IN REDUCER, AS REQUIRED 1. 1.5 DIA. MINIMUM FLEX DUCT RADIUS (4' MAX LENGTH). INTERIOR WALL EXTERIOR WALL SEALER VULKEM 201T(TYP) SCHEDULE 20 PIPE IN AREAS WHERE 1.5 DIA. TURN CAN NOT BE MET USE DETAIL 2/M6.01 Dull Olson Weekes - IBI Group CAST IRON SLEEVE SUBJECT TO DAMAGE FLOOR SUCTION DIFFUSER Architects, Inc. 3" PIPE TEE TO PERFORATED PIPE 907 SW Stark Street Portland OR 97205 USA FLOOR SLAB tel 503 226 6950 fax 503 273 9192 KILN EXHAUST DETAIL �— SUPPORT LEG www,bigroup.com 10 NONE www.dowa-ibiroup.com TYPICAL ROUND NECK T-BAR DIFFUSER INERTIA BASE 1 NONE 1 3-112" CONCRETE }PA E pae-engineers.com 1" PIPE TEE AT LOW POINT TO DRAIN HOUSEKEEPING PAD ROUTE TO NEAREST DRAIN EXHAUSTER PROFFS ONOTE: w18 83 1 NES s9 �� 9 l 1. SEE SPECIFICATIONS FOR VIBRATION ISOLATION AND SEISMIC RESTRAINT. FLANGED CONNECTIONS CONCRETE SLAB ON GRADE 3" PERFORATED PVC GAS orr MONOMER CONVEYANCE PIPE ti o�°rah CENTERED IN TRENCH MIN,12" HIGH �qS P. G(0) 3.6 X19 PIPE REDUCER PIPE REDUCER _ _ _ _ _ _ _ _ _ FACTORY CURB zPiREs 2-31-19 ROOFING BASE MOUNTED PUMP PIPING 5 1 — — — — — NONE INSULATION STRAINER 12 Wx8 D GRAVEL TRENCH 2 3 4 THICKENED EDGE FOR ROUTING UTILITIES THRU TOP 12-INCHES OF FOOTINGIBEAM ONOTES: AUTOMATIC MOTORIZED ROOF SLAB STEEL PIPE SLEEVE CONTROL DAMPER 1. PROVIDE CHECK VALVE ONLY FOR PUMPS INSTALLED IN PARALLEL. STRUCTURAL GRADE BEAM 2. SUPPORT PUMP FROM PIPING. SOIL GENRAL NOTE: FLASHING A. SEE SPECIFICATIONS FOR VIBRATION ISOLATION AND SEISMIC 3. SEE SPECIFICATIONS FOR VIBRATION ISOLATION AND SEISMIC RESTRAINT GENERAL NOTES: RESTRAINT. V REQUIREMENTS. �� A. COORDINATE PIPE DEPTH WITH BUILDING FOOTING DEPTH, �,� ROOF EXHAUSTER L 4. BALANCE VALVE TO BE SHUTOFF VALVE WHEN USING WITH VFD DRIVEN PUMP. AND DEPTHS Of OTHER BUILDING SERVICES. NONE ♦-0 • W B.44 /1 PIPE MOUNTED PUMP COORDINATEITALLL SLE VESUTING OWITHE STRUCTURAL ENGINEER.S WITH BUILDING FO INGS AND Q �J NONE Lmj C. ALL EXPOSED PIPING SHALL BE MARKED WITH AT LEAST ONE LABEL PER O mfq_�_ FLOOR, STATING"RADON REDUCTION SYSTEM". FIRE BARRIER 6 2 O (PARTITION OR CHASE) g-4 D. ALL EXHAUST FANS SHALL HAVE CURRENT TRANSFORMERS FOR BMS OV ti STATUS MONITORING AND A COMMON AUDIBLE ALARM SHALL BE PLACED IN FAN HOUSING THE MAIN ADMIN OFFICE FOR INDICATION OF FAN FAILURE. COUNTERFLASHING S ^ rn 11.Mv) TYPICAL DUCT DAMPER COLLAR EXTENSION V O E. PIPE PERFORATIONS ORIENTED FOR BOTH THE FREE PASSAGE OF GAS ASFLASHING INSULATION (INTEGRAL PART OF SLEEVE) WELL AS DRAINAGE OF ANY MOISTURE. CU CU F. REFER TO SPEC SECTION 033000-CAST IN PLACE CONCRETE FOR VAPOR 1 i- RETARDER SPECIFICATIONS. VAPOR RETARDER TO BE 15 MIL, MAX 0.02 Ca PERMS WITH JOINTS LAPPED 12-INCH AND TAPED. Q o 4 C G. REFER TO OSSC-1811 FOR ADDITIONAL CODE REQUIREMENTS, AUTOMATIC MOTORIZED G C:) dC)- CONTROLDAMPER �1 $ RADON CONTROL GAS CONVEYANCE PIPING GENRAL NOTE: ♦_..+ CU cf) NONE5 3 2 � 0 0 A. SEE SPECIFICATIONS FOR VIBRATION ISOLATION AND SEISMIC RESTRAINT. 3 co tri Lo ONOTES: 1. FIRE DAMPER(VERTICAL SUPPLY TYPE SHOWN, HORIZONTAL& RETURN/EXHAUST R DISHWASHER/CART WASH EXHAUST SIMILAR). INSTALL DAMPER IN FLOOR OR WALL PENETRATION, NOT OUTSIDE. INVERTED J NONE 2. GALVANIZED STEEL SLEEVE-GAUGE NOT LESS THAN CONNECTING DUCT. FASTEN TO CONE INSIDE DAMPER FRAME AND PERIMETER ANGLES. CAP 3. PERIMETER ANGLES-14 GA.GALVANIZED STEEL, 1 112 X 11/2 MIN. TO PROVIDE 1" MIN. OVERLAP OF OPENING ON ALL 4 SIDES. DO NOT FASTEN TO PARTITION. STACK CAP WITH BIRDSCREEN &COLLAR 4. BREAKAWAY DUCT CONNECTION. MOTOR 5. ACCESS PANEL-SIZE& LOCATION TO PERMIT SERVICING FUSIBLE LINK. DOUBLE WALL GAS FULE 6. PROVIDE 114"TO 112" CLEARANCE ON HEIGHT&WIDTH, OR AS SPECIFIED BY DAMPER STACK MANUFACTURER. FILL OPENING WITH FIRESTOP MATERIAL. t� STORM COLLAR / S 1 LOW PRESSURE FIRE DAMPER NONE Z DISCONNECT phase Bid & Permit w 0FAN HOUSING 00 VENT = COUNTERFLASHING SHEET METAL BOOT 1" BLACK EXTEND AND CONNECT a FLASHING 0 ( SEE PLANS FOR SIZE ) ACOUSTICAL TO RETURN/EXHAUST date February 8, 2019 LU ROOF OVER FLASHING U LINER SYSTEM revisions D cO - GREASE 7771 r� TRAP VENTED o z EXTENSION RB WELDED DUCT c"n MINIMUM 18"ABOVE a ROOF, PER NFPA a_ FLASHING f° THIMBLE WITH 2" MIN. ROOF project# 1 16055 Q CLEARANCE AT COMBUSTIBLE DECK DETAILS - MECHANICAL CEILING co N� ON M �~ M5 . 01 9 BOILER STACK DETAIL KITCHEN EXHAUST FAN 4 DUCTED RETURN/EXHAUST GRILLE rno NONE NONE NONE NM c� Nm HWS WR— WATER R WATER METER Ile7 "A" ICW "C"TO SYSTEM 4 — J 5 NC A.. 1 2 — NO SPRING LOADED CHECKVALVE -L-1CW RELIFE VALVE411— 12 INCH MAX PRV MAV 10 r� — — — NO HWRc6a I B B � � — HWS 3 6 AIR FITTING I Dull Olson Weekes - IBI Group EXPANSIONI HEATING WATER PUMP Architects, Inc. TANKO 907 SW Stark Street Portland OR 97205 ROUTE TO NEAREST USA ONOTES: FLOOR DRAIN I tel 503 226 6950 fax 503 273 9192 CONCRETE I H(A IIING COIL www.dowa-ibigroup.com 1. CONICAL TEE HOUSEKEEPING www.ibigroup.com 2. INLET DUCT. MINIMUM STRAIGHT LENGTH = T-0", PAD (WHERE TO DRAIN FLOOR MTD)01 s€ DUCT SIZE TO BE SAME SIZE AS TERMINAL UNIT INLET. FLOOR GENERAL NOTES: FLEXIBLE DUCT CONNECTIONS ARE NOT ALLOWED. PA E pae-engineers.com A. OFFSET PIPING AT COIL ENDS TO ALLOW REMOVAL OF COILS, 3. BRANCH DUCT. IF UNDER 10'-0" IN LENGTH, DUCT SIZE TO BE SAME SIZE AS TERMINAL UNIT ONOTES: B. THREE OR MORE COILS PIPED SIMILAR. �® PROF INLET. IF LENGTH IS 10'-0"OR OVER, DUCT SIZE TO BE I N 41 AS SHOWN ON PLAN. 1. SEE SPECIFICATIONS FOR SEISMIC RESTRAINT REQUIREMENTS. X18 E 183 9 r 4. HEATING COIL WHERE INDICATED 2. VERTICAL FLOOR MTD OR HORIZONTAL SUSPENDED FROM STRUCTURE RTU HEATING COIL PIPING ' rv�b/ AS INDICATEDON THE DRAWING. 1 NONE ? y °N >l 5. DISCHARGE DUCT TO BE 1 LINED SHEET METAL, MINIMUM 8'-0" LONG, SAME SIZE AS TERMINAL UNIT OUTLET, OR 0<4s P. co��a AS SHOWN ON PLAN, WHICHEVER IS LARGER. 6. TERMINAL UNIT EXPIRES iz-ai-is AUTOMATIC AIR VENT 7. CONTROL ENCLOSURE. PROVIDE 36" CLEARANCE DIRECTLY IN 4 EXPANSION TANK CONNECTION 114"COPPER TUBING (AAV) FRONT OF ENCLOSURE, MOUNT CONTROLS AND PIPING NONE CONNECTIONS SIZE OF AAV INLET ON SAME SIDE OF UNIT. 7� TYPICAL TERMINAL UNIT NONE J. FLOW fff 4„ ROUTE TO NEAREST AIR INLET 60 PSI RELIEF VALVE DRAIN �+ PIPE TO 6"AFF GATE VALVES OVER FLOOR -V DRAIN L FLOW � 5 FLUE V) 0 BOILER 2 0 BALANCING 3 SIZE OF TAPPING O PIPED TO FD OC �C..) ti VALVE ^ STRUCTURE NATURAL GAS v) 4 CONNECTION 0 WITH 6" MINIMUM DRIP LEG. AIR SEPARATOR - CENTRIFUGAL (� SLOTTED CHANNEL I O 2 NONE }+ AS REQUIRED 6 C TYPE 1 8 Cu 118"SS CABLE ~ PIPE TO CD & HOUSEKEEPING PAD DRAIN FLOOR RAIN Q oIS ti ONOTES: HWS 0 0 0-) IS co co BOLT(TYP.) 1. GAS COCK. 1—HW R N 2. VENT DRAIN-USE TEFLON TUBING(RUN TO NEAREST FLOOR DRAIN OR CONDENSATE PUMP). FILL CAP o co CUc 8 GA. BAND cc LO C:) - — DUCT 3. BOILER DRAIN -USE 518" DIAMETER OR LARGER TEFLON TUBING. (RUN TO CONDENSATE). SHOT FEEDERV- 4. RECEIVER, DO NOT MANIFOLD WITH VENT DRAIN OR WITH RELIEF DRAIN. 5. PRESSURE REGULATOR. VENT TO OUTDOORS. SIZE OF VENT BY BOILER SUPPLIER. 1" 6. MOTORIZED AUTOMATIC ISOLATION VALVE. 7. PROVIDE STAINLESS STEEL 30 MESH SCREEN. 8. PIPE ALL BOILERS IN IDENTICAL LAYOUT TO PROVIDE EQUAL PRESSURE DROPS. ROUTE TO 9. SEE SPECIFICATIONS FOR VIBRATION ISOLATION AND SIESMIC RESTRAINT. NEAREST DRAIN BOILER PIPING NONE GENERAL NOTES: A. INSULATE PIPING AND CHEMICAL FEEDER. $ EXPOSED DUCT SUPPORT B. SUSPEND UNIT FROM STRUCTURE. NONE SUPPLY J RETURN— ---i BY-PASS CHEMICAL FEEDER phase Bid & Permit Z NO MAVNC C NONE w U O N 00 date February 8, 2019 EL w MAV revisions I ti COIL COIL oI , DV ]DV 0 U 2-1 VALVE 3-1 VALVE TYPICAL EXCEPT WHERE NOTED USE ONLY WHERE NOTED 3 OGENERAL NOTE: project # 16055 U) A. TYPICAL OF REHEAT COILS, UNIT HEATERS AND CABINET UNIT HEATERS. DETAILS - MECHANICAL a tiN HEATING COIL PIPING DETAIL �� 6 o� NONE NZ M5mO2 C:INM I CU_ Nm LOCATE AS SHOWN ON PLANS - (0100� ROOFTOP UNIT - /� HEATING COILS Lq1 M5.02 (TYP) iI � � IBI TERMINAL UNIT Dull Olson Weekes - IBI Group REHEAT COILS UNIT HEATERS Architects, Inc. 907 SW Stark Street Portland OR 97205 6 6 USA M5.02 M5.02 tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com (TYP) (TYP) www.ibigroup.com WFM =116-iiii PA E pae-engineers.com WIN PROFF� V�� t N a� 3" (TYP) �U 183 9 if AS-101 Yb/ ON AIR SEPARATOR ET-101 HWP-101 BYPASSzy °rch 19 °'� S 2 EXPANSION TANKCHEMICAL FEEDER ��4S P. CO\- % X19 B 101 B-102 M5.02 3 4 M5.02 EXPIRES 12-31-19 M5.02 HWP-102 I HEATING WATER PUMPS HEATING WATER BOILERS 2 5 M5.02 M5.02 (TYP) VAV WATER HEATING DIAGRAM - HVAC J NONE U U) M O N O U rn t C/) }J L ^+ Cz I— W Q C:) I-- c� \yam /� � l ) V CU V J L0 L0 4- 1 J phase Bid & Permit z LU U coa date February 8, 2019 w revisions N M O O L U _O I T I m project # 16055 o DIAGRAMS - MECHANICAL co n N� �M M6m01 OM C� Nm SEQUENCE OF OPERATIONS-GAS EMERGENCY SHUT OFF SEQUENCE OF OPERATIONS -SINGLE ZONE VAV AIR HANDLER 1. ACTIVATION OF THE EMERGENCY STOP SWITCH SHALL SHUTDOWN FUEL . 1000UPIED MODE: SEQUENCE OF OPERATIONS-GREASE HOOD EXHAUST FANS - - SUPPLY TO THE ROOM AND CUT POWER TO NATURAL GAS FIRED EQUIPMENT. 1. EXHAUST FAN SHALL OPERATE WHEN WALL MOUNTED FAN SWITCH IS TURNED ON. SIGNAL A. UNIT SHALL BE IN OCCUPIED MODE BASED ON THE TIME OF DAY SCHEDULE AS DETERMINED BY OWNER. (000 2. ACTIVATION OF SWITCH SHALL SEND AN ALARM TO THE DDC SYSTEM. ABLE FAN MOTOR AND ACTUATE NORMALLY CLOSED MOTORIZED B. WHEN THE KEYED OVERRIDE BUTTON IS ACTIVATED. THE UNIT SHALL BE IN OCCUPIED MODE REGARDLESS OF TIME OF DAY SCHEDULE FROM DDC CONTROLLER TO EN DAMPER TO OPEN. DAMPER EN CLOSE WHEN FAN MOTOR IS DISABLED. C. CO2 CONTROL: MINIMUM OUTSIDE AIR DAMPER MODULATES TO MAINTAIN CO2 LEVEL IN RETURN AIR STREAM AT MAXIMUM OF 500 PPM(ADJUSTABLE) TO 2. SIGNAL DDC CONTROLLER TO GENERATE AN ALARM IN THE EVENT OF FAN/CONTROL FAILURE. ABOVE THE OUTSIDE CO2 LEVEL. �Q� D. THE NORMALLY CLOSED MINIMUM OUTSIDE AIR DAMPER SHALL BE OPEN. 17V �' E. A DISCHARGE AIR TEMPERATURE SENSOR SHALL SIGNAL THE DDC CONTROLLER AND THE SUPPLY FAN VARIABLE FREQUENCY CONTROLLER TO MAINTAIN EMERGENCY O EMERGENCY THE REQUIRED SPACE TEMPERATURE SETPOINT. THE SUPPLY FAN SHALL MODULATE BETWEEN DESIGN AND MINIMUM AIR FLOW(65% MAXIMUM DESIGN, J STOP PUSH- STOP CONTACTOR(S) DI ADJUSTABLE)TO MAINTAIN THE REQUIRED SPACE TEMPERATURE. AT MINIMUM AIR FLOW THE DDC CONTROLLER SHALL MODULATE THE NORMALLY CLOSED BUTTON SWITCHES BOILER POWER/GAS-FIRED KITCHEN EQUIPMENT O MAIN OUTSIDE AIR AND NORMALLY OPEN RETURN AIR DAMPERS TO MAINTAIN SPACE TEMPERATURE. IF THE AIRFLOW HAS REACHED ITS SCHEDULED MINIMUM AND THE SPACE TEMPERATURE REMAINS BELOW SETPOINT THE NORMALLY OPEN HOT WATER COIL VALVE SHALL BE MODULATED AND THE J� AIRFLOW INCREASED TO MAINTAIN THE REQUIRED SPACE TEMPERATURE SETPOINT. THE DISCHARGE AIR TEMPERATURE SETPOINT SHALL BE RESET BETWEEN 70 DEGREES F(ADJUSTABLE) BASED ON AVERAGING A TOTAL OF TWO TEMPERATURES SENSORS LOCATED AS INDICATED ON THE DRAWING. WALL MOUNTED FAN SPACE TEMPERATURE SETPOINTS ARE TO BE 70 DEGREE F IN HEATING AND 75 DEGREES F IN ECONOMIZER COOLING(ADJUSTABLE). ONOTE: SWITCH (FOR OVERRIDE) F. OUTSIDE AIR AND RETURN AIR TEMPERATURE SENSORS SHALL SIGNAL THE DDC CONTROLLER. THE OUTSIDE AIR DAMPER AND RELIEF DAMPER SHALL 1. GAS SHUTOFF VALVE PROVIDED IN SECTION 220523. RETURN TO THEIR MINIMUM POSITIONS WHEN THE OUTSIDE AIR TEMPERATURE EXCEEDS THE RETURN AIR TEMPERATURE. I B I G. RETURN FAN MOTOR SPEED CONTROL: CONTROL THE RETURN FAN MOTOR SPEED ACCORDING TO THE FOLLOWING EQUATION: RETURN FAN MOTOR RPM= v SUPPLY FAN RPM-OFFSET RPM00 1 1 GREASE HOOD DI © STATUS G.A. SUPPLY FAN RPM IS A VARIABLE VALUE RECEIVED FROM SUPPLY FAN MOTOR VARIABLE FREQUENCY DRIVE. DAMPERSIS G.B. OFFSET RPM IS A VARIABLE VALUE EQUAL TO THE OFFSET BETWEEN SUPPLY FAN MOTOR RPM AND RETURN FAN MOTOR RPM REQUIRED TO ® MAINTAIN PROPER BUILDING PRESSURIZATION AS DETERMINED BY COORDINATION WITH THE AIR BALANCING SUBCONTRACTOR. DETERMINE THE Dull Olson Weekes - IBI Group VALUE OF THE OFFSET RPM REQUIRED TO SATISFY THE FOLLOWING EQUATION AT SUPPLY FANS SPEEDS OF 25%, 50%, 75%AND 100%OF DESIGN Architects, Inc. O GAS EMERGENCY SHUTOFF CONTROL DIAGRAM / ` GREASE HOOD EXHAUST FAN CONTROL DIAGRAM CFM: RETURN AIR CFM = SUPPLY AIR CFM-BUILDING PRESSURIZATION CFM. 907 Sw Stark Street Portland OR 97205 NONE 3 NONE H. HEATING WATER COIL PUMP CONTROL: OPERATE THE PUMP WHENEVER THE CONTROL VALVE AT THE HEATING WATER COIL IS COMMANDED TO OPEN AND USA WHENEVER OUTDOOR AIR TEMPERATURE IS BELOW 40 DEGREES F(ADJUSTABLE). tel .d 22s sgro fax 503 273 9192 I. MINIMUM OUTSIDE AIR CONTROL: ADJUST THE MINIMUM OUTSIDE AIR DAMPER POSITION ACCORDING TO SUPPLY FAN SPEED, BASED ON A SOFTWARE www.dowa-ibigroup.com .com www.ibigroup.com CURVE. COORDINATE WITH THE AIR BALANCING SUBCONTRACTOR TO ESTABLISH THE SOFTWARE CURVE BY MEASURING OUTSIDE AIRFLOW AND RELATED DAMPER POSITION WITH THE AIR HANDLING UNIT OPERATING AT 25%, 50%, 75%AND 100% OF DESIGN AIRFLOW. 2. UNOCCUPIED MODE: _ € A. UNIT SHALL BE IN UNOCCUPIED MODE BASED ON THE TIME OF DAY SCHEDULE AS DETERMINED BY OWNER. pA E B. DURING UNOCCUPIED MODE, UNIT SHALL OPERATE BASED ON NIGHT LOW LIMIT TEMPERATURE. WHEN SELECT ZONE TEMPERATURES DROP BELOW 60 MM pae-engineers.com DEGREES F(ADJUSTABLE), OPERATE FAN, OPEN HEATING VALVE WIDE OPEN, OPEN RETURN AIR DAMPER, CLOSE OUTDOOR AIR DAMPER, THERMOSTATS TO OPERATE NORMALLY, ASSOCIATED EXHAUST FANS ARE OFF. WHEN SELECT SPACE TEMPERATURE HAS RISEN TO 62 DEGREES F (ADJUSTABLE)SHUT DOWN UNIT. ��D PROFF C. UNIT START UP SHALL BE BASED ON OPTIMUM START PROGRAM. DURING WARM-UP RUN UNIT AS DESCRIBED ABOVE IN NIGHT SETBACK MODE. WHEN ��%,c t N EA RETURN AIR TEMPERATURE IS 70 DEGREES F FOR AT LEAST 15 MINUTES, INITIATE OCCUPIED MODE. �v ft, 9 9 3. SHUTDOWN MODE: ON B. A. UNIT SHALL BE IN SHUTDOWN MODE WHEN THE AIR HANDLING UNIT IS NOT IN OPERATION. oN B. SUPPLY AND RETURN FANS ARE OFF. C. DAMPERS AND VALVES ARE IN THEIR NORMAL DE-ENERGIZED POSITIONS. Ctio C SEQUENCE OF OPERATIONS -RADON FANS 4. ALARMS/SAFETIES: <QS P. C0��\ a 6 X19 1. FAN TO OPERATE CONTINUOUSLY. A. SMOKE DETECTOR LOCATED IN SUPPLY AND RETURN DUCTS SHALL SIGNAL CONTROLLER WHICH SHALL INITIATE SHUTDOWN MODE OF THE RESPECTIVE 2.A CURRENT TRANSFORMER LOCATED IN THE FAN POWER CIRCUIT AIR HANDLING UNIT AND SHALL GENERATE ALARM. FEXPIRES 12-31-19 SHALL SIGNAL THE DDC CONTROLLER WHICH SHALL GENERATE AN B.A SIGNAL FROM THE FIRE ALARM PANEL SHALL SIGNAL THE DDC CONTROLLER TO INITIATE THE SHUTDOWN MODE. ALARM IN THE EVENT OF FAN FAILURE. C. LOW LIMIT DETECTION THERMOSTAT LOCATED BETWEEN THE HEATING AND COOLING COILS SHALL SIGNAL CONTROLLER WHICH SHALL INITIATE SHUTDOWN MODE UPON SENSING TEMPERATURE BELOW 40 F (ADJUSTABLE)AND SHALL GENERATE ALARM. D. A CURRENT TRANSFORMER LOCATED IN THE HEATING WATER PUMP POWER CIRCUIT SIGNALS THE DDC CONTROLLER, WHICH GENERATES AN ALARM IN THE EVENT OF PUMP/CONTROL FAILURE. EXHAUST FAN E. DIFFERENTIAL PRESSURE SWITCH LOCATED ACROSS EACH FILTER BANK SHALL SIGNAL CONTROLLER WHICH SHALL GENERATE ALARM WHEN STATIC PRESSURE DROP EXCEEDS 1.00-INCHES WG(ADJUSTABLE). F. VARIABLE FREQUENCY DRIVES SHALL SIGNAL CONTROLLER IN EVENT OF DRIVE/CONTROL FAILURE AND SHALL GENERATE ALARM. G. PROVIDE INTERLOCK BETWEEN VARIABLE FREQUENCY DRIVES AND DISCONNECT SO THAT WHEN DISCONNECT IS OPEN DRIVE IS DISABLED AND WHEN 01 DISCONNECT IS CLOSED DRIVE IS ENABLED. 10OF 10 13I ® SIS HEATING WATER DI CIT Al CO OSA HWR AI T OSA HEATING L RECIRCULATION HWS 'f� 4 RADON FAN CONTROL DIAGRAM PUMP DI SIS v_, NONE FLOW ®© DI Al DI DI FREEZE Al OUTDOOR AIR DAMPER AI FLOW D T D T T 0 MH FILTER SUPPLY FAN O 5N DI p V C3-) D s U) RELIEF DAMPER V O FILTER SEQUENCE OF OPERATIONS -UNIT HEATERS 1. FAN SHALL OPERATE AND HEATING COIL VALVE SHALL OPEN WHEN SPACE TEMPERATURE (Q IS BELOW 60 DEGREES F (ADJUSTABLE). H 2. A CURRENT TRANSFORMER LOCATED IN THE FAN POWER CIRCUIT SHALL SIGNAL THE DDC CONTROLLER WHICH SHALL GENERATE AN ALARM IN THE EVENT OF FAN/CONTROL FAILURE. AI SMK DI Q o ti RETURN FAN RETURN AIR (BY DIV.28) --. CD 0 DAMPER HEATING COILS ® FINAL FILTERS }� L �j C'7 M U) WR ^ ^ HWS HOA FAIL SIS SPEEDHOA FAIL SIS SPEED 3 coeLLCM LO Al STATUSAMPS DI AI T STATUS DI AI AMPS AI 002 SPACE DI AI SPACE( DI © STATUS v1 D vFo O SIS RETURN FAN SUPPLY FAN OGENERAL NOTE: A. UNITS ARE PROVIDED WITH TERMINAL STRIP FOR CONNECTION BY DDC PER 5 UNIT HEATER CONTROL DIAGRAM SPECIFICATION SECTION 23 8100. NONE 1 SINGLE ZONE VAV RTU CONTROL DIAGRAM NONE Q SEQUENCE OF OPERATIONS -WAREWASH HOOD EXHAUST FANS SEQUENCE OF OPERATIONS -EXHAUST FANS 1. EXHAUST FAN SHALL OPERATE WITH CORRESPONDING WARE WASH UNIT WITH EXTENDED 1 phase Bid & Permit w1. BUILDING EXHAUST FANS: EXHAUST FANS SHALL OPERATE WITH CORRESPONDING AIR HOUR RUN. SIGNAL FROM DDC CONTROLLER TO ENABLE FAN MOTOR AND ACTUATE NORMALLY U HANDLING UNITS, SEE AIR HANDLING UNIT SEQUENCE OF OPERATIONS. SIGNAL FROM DDC CLOSED MOTORIZED DAMPER TO OPEN. DAMPER TO CLOSE WHEN FAN MOTOR IS DISABLED. 00 CONTROLLER TO ENABLE FAN MOTOR AND ACTUATE NORMALLY CLOSED MOTORIZED DAMPER 2.A CURRENT TRANSFORMER LOCATED IN THE FAN POWER CIRCUIT SHALL SIGNAL THE DDC date February 8, 2019 a TO OPEN. DAMPER TO CLOSE WHEN FAN MOTOR IS DISABLED. CONTROLLER WHICH SHALL GENERATE AN ALARM IN THE EVENT OF FAN/CONTROL FAILURE. LU 2. A CURRENT TRANSFORMER LOCATED IN THE FAN POWER CIRCUIT SHALL SIGNAL THE DDC reVISI0f1S CONTROLLER WHICH SHALL GENERATE AN ALARM IN THE EVENT OF FAN/CONTROL FAILURE. fV co r O O t CO N a_ I, project # 16055 ISOLATION DI © STATUS DI MOTORIZED CONTROL DI © STATUS DAMPER OSIS CONTROL DIAGRAMS - �� DAMPER ® SIS WAREWASH MECHANICAL a EXHAUST FAN CONTROL DIAGRAM 2 WAREWASH HOOD EXHAUST FAN oti NONE NONE M7m01 GV r �O NM CD_ Nm 1� SEQUENCE OF OPERATIONS-VAV AIR HANDLER WITH RETURN FAN 2. UNOCCUPIED MODE: 1. OCCUPIED MODE: A. UNIT SHALL BE IN UNOCCUPIED MODE BASED ON THE TIME OF DAY SCHEDULE AS DETERMINED BY OWNER. A. UNIT SHALL BE IN OCCUPIED MODE BASED ON THE TIME OF DAY SCHEDULE AS DETERMINED BY OWNER. B. DURING UNOCCUPIED MODE,UNIT SHALL OPERATE BASED ON NIGHT LOW LIMIT TEMPERATURE. WHEN SELECT -B. WHEN UNIT RUNS OPEN OUTDOOR AIR DAMPER. ZONE TEMPERATURES DROP BELOW 60 DEGREES F(ADJUSTABLE),OPERATE FAN UNDER NORMAL STATIC C. DISCHARGE AIR TEMPERATURES SENSOR SHALL SIGNAL CONTROLLER WHICH SHALL IN SEQUENCE MODULATE PRESSURE CONTROL,OPEN HEATING VALVE WIDE OPEN,OPEN RETURN AIR DAMPER,CLOSE OUTDOOR AIR NORMALLY OPEN HEATING WATER CONTROL VALVE AND NORMALLY CLOSED COOLING COIL VALVE TO MAINTAIN DAMPER,TERMINAL UNITS AND THERMOSTATS TO OPERATE NORMALLY,ASSOCIATED EXHAUST FANS ARE OFF. SEQUENCE OF OPERATIONS-VAV TERMINAL UNIT WITH REHEAT COIL DISCHARGE AIR TEMPERATURE. SUPPLY AIR TEMPERATURE SETPOINT TO BE RESET BASED ON TERMINAL UNIT WHEN SELECT SPACE TEMPERATURE HAS RISEN TO 62 DEGREES F(ADJUSTABLE)SHUT DOWN UNIT. 1. A SPACE TEMPERATURE SENSOR LOCATED AS SHOWN ON THE DRAWINGS SHALL SIGNAL THE CONTROLLER WHICH DEMAND. WHEN 80 PERCENT(ADJUSTABLE)OF TERMINAL UNITS ARE CALLING FOR COOLING,SUPPLY AIR C. UNIT START UP SHALL BE BASED ON OPTIMUM START PROGRAM. DURING WARM-UP RUN UNIT AS DESCRIBED ABOVE SHALL MODULATE THE AIR DAMPER BETWEEN ITS MAXIMUM, HEATING,AND MINIMUM CFM RATES AS SCHEDULED TO TEMPERATURE SETPOINT=55 DEGREES F(ADJUSTBLE). WHEN 80 PERCENT(ADJUSTABLE)OF TERMINAL UNITS ARE IN NIGHT SETBACK MODE. WHEN RETURN AIR TEMPERATURE IS 70 DEGREES F FOR AT LEAST 15 MINUTES, INITIATE MAINTAIN THE REQUIRED SPACE TEMPERATURE SETPOINT. CALLING FOR HEATING,SUPPLY AIR TEMPERATURE SETPOINT=65 DEGREES F(ADJUSTABLE). OCCUPIED MODE. J 2. WHEN THE AIRFLOW HAS REACHED ITS SCHEDULED MINIMUM AND THE SPACE TEMPERATURE REMAINS BELOW D. DISCHARGE STATIC PRESSURE SENSOR SHALL SIGNAL CONTROLLER TO MODULATE ADJUSTABLE FREQUENCY 3. SHUTDOWN MODE: J SETPOINT,THE AIRFLOW SHALL BE INCREASED TO THE HEATING CFM AND THE NORMALLY OPEN HOT WATER COIL DRIVE TO MAINTAIN CONSTANT DISCHARGE STATIC PRESSURE AS DETERMINED BY AIR BALANCER. A. UNIT SHALL BE IN SHUTDOWN MODE WHEN THE AIR HANDLING UNIT IS NOT IN OPERATION. VALVE SHALL BE MODULATED TO MAINTAIN THE REQUIRED SPACE TEMPERATURE SETPOINT. E. SUPPLY FAN DISCHARGE STATIC PRESSURE SETPOINT RESET: THE SUPPLY FAN DISCHARGE STATIC PRESSURE B. SUPPLY AND RETURN FANS ARE OFF. 3. DEMAND CONTROL VENTILATION: THE MINIMUM CFM RATE SHALL BE RESET TO THE LOW MINIMUM CFM RATE AS SETPOINT SHALL BE RESET TO THE LOWEST POSSIBLE VALUE,WHILE STILL MAINTAINING THE ONE(ADJUSTABLE) C. DAMPERS AND VALVES ARE IN THEIR NORMAL DE-ENERGIZED POSITIONS. SCHEDULED WHEN THE CO2 CONCENTRATION WITHIN THE SPACE IS 800 PPM(ADJUSTABLE)OR LESS. MOST OPEN AIR TERMINAL UNIT DAMPER APPROXIMATELY 90%OPEN(ADJUSTABLE). 4. START-UP MODE: 4. A DUCT MOUNTED TERMINAL UNIT DISCHARGE AIR TEMPERATURE SENSOR SHALL SIGNAL THE DDC CONTROLLER. F. RETURN FAN MOTOR SPEED CONTROL: CONTROL THE RETURN FAN MOTOR SPEED ACCORDING TO THE FOLLOWING A. SLOWLY RAMP UP SUPPLY AND RETURN FAN SPEEDS UNTIL DISCHARGE STATIC IS UNDER CONTROL. EQUATION: RETURN FAN MOTOR RPM=SUPPLY FAN RPM-OFFSET RPM 5. ALARMS/SAFETIES: r� F.A. SUPPLY FAN RPM IS A VARIABLE VALUE RECEIVED FROM SUPPLY FAN MOTOR VARIABLE FREQUENCY DRIVE. A. SMOKE DETECTOR LOCATED IN SUPPLY AND RETURN DUCTS SHALL SIGNAL CONTROLLER WHICH SHALL INITIATE F.B. OFFSET RPM IS A VARIABLE VALUE EQUAL TO THE OFFSET BETWEEN SUPPLY FAN MOTOR RPM AND RETURN SHUTDOWN MODE OF THE RESPECTIVE AIR HANDLING UNIT AND SHALL GENERATE ALARM. ' I I FAN MOTOR RPM REQUIRED TO MAINTAIN PROPER BUILDING PRESSURIZATION AS DETERMINED BY B. LOW LIMIT DETECTION THERMOSTAT LOCATED BETWEEN THE HEATING AND COOLING COILS SHALL SIGNAL COORDINATION WITH THE AIR BALANCING SUBCONTRACTOR. DETERMINE THE VALUE OF THE OFFSET RPM CONTROLLER WHICH SHALL INITIATE SHUTDOWN MODE UPON SENSING TEMPERATURE BELOW 40 F(ADJUSTABLE) 1 1 REQUIRED TO SATISFY THE FOLLOWING EQUATION AT SUPPLY FANS SPEEDS OF 25%,50%,75%AND 100%OF AND SHALL GENERATE ALARM. 2-WAY OR 1 REHEAT COIL VALVE DESIGN CFM: RETURN AIR CFM=SUPPLY AIR CFM-BUILDING PRESSURIZATION CFM. C. DIFFERENTIAL PRESSURE SWITCH LOCATED ACROSS EACH FILTER BANK SHALL SIGNAL CONTROLLER WHICH SHALL 3-WAY VALVE I G. OUTDOOR AIR, RETURN AIR,AND MIXED AIR TEMPERATURE SENSORS SHALL SIGNAL CONTROLLER. GENERATE ALARM WHEN STATIC PRESSURE DROP EXCEEDS 1.00-INCHES WG(ADJUSTABLE). Dull Olson Weekes - IBI Group OPEN CLOSED H. MINIMUM OUTSIDE AIR CONTROL: ADJUST THE MINIMUM OUTSIDE AIR DAMPER POSITION ACCORDING TO SUPPLY D. VARIABLE FREQUENCY DRIVES SHALL SIGNAL CONTROLLER IN EVENT OF DRIVEICONTROL FAILURE AND SHALL Architects, Inc. FAN SPEED,BASED ON A SOFTWARE CURVE. COORDINATE WITH THE AIR BALANCING SUBCONTRACTOR TO GENERATE ALARM. LOW VOLTAGE POWER ESTABLISH THE SOFTWARE CURVE BY MEASURING OUTSIDE AIRFLOW AND RELATED DAMPER POSITION WITH THE E. PROVIDE INTERLOCK BETWEEN VARIABLE FREQUENCY DRIVES AND DISCONNECT SO THAT WHEN DISCONNECT IS 907 SW Stark Street Portland OR 97205 l AIR HANDLING UNIT OPERATING AT 25%,50%,75%AND 100%OF DESIGN AIRFLOW. OPEN DRIVE IS DISABLED AND WHEN DISCONNECT IS CLOSED DRIVE IS ENABLED. USA BY DIV. 23 I. DEMAND CONTROL VENTILATION: WHEN THE AIR TERMINAL UNITS HAVE FULLY RESET THEIR MINIMUM CFM tel 503 226 6950 fax 503 273 9192 COMMUNICATION SETPOINTS(SEE AIR TERMINAL UNITS SEQUENCE BELOW), RESET THE MINIMUM OUTSIDE AIR CFM SETPOINT www.dowa-ibigroup.com .com I I F_ LINK BY DIV. 23 (ADJUSTABLE)BETWEEN ITS MINIMUM AND MAXIMUM LIMITS(ADJUSTABLE)TO MAINTAIN THE CO2 DIFFERENTIAL AS www.ibigroup.com MEASURED BY CO2 SENSORS LOCATED IN THE OUTSIDE AIR,AND AT INTERIOR LOCATIONS SHOWN ON THE 7HOT WATER I I I AIR FLOW METER MAX"CFM DRAWINGS. THE CO2 DIFFERENTIAL SETPOINT SHALL BE EQUAL TO A VALUE 500 PPM(ADJUSTABLE)GREATER THAN THE CO2 LEVEL IN THE OUTSIDE AIR. si' j J. HEATING WATER COIL PUMP CONTROL: OPERATE THE PUMP WHENEVER THE CONTROL VALVE AT THE HEATINGzlik__ PA E pae-engineers.com 1 WATER COIL IS COMMANDED TO OPEN AND WHENEVER OUTDOOR AIR TEMPERATURE IS BELOW 40 DEGREES F 1 (ADJUSTABLE). AI T CONTROL "HEATING CFM ` I. CONTROLLER SHALL RECEIVE RPM SIGNAL FROM VARIABLE FREQUENCY DRIVES. J. NORMALLY CLOSED RELIEF DAMPER TO OPEN TO MINIMUM POSITION AS DETERMINED BY AIR BALANCER. ��® FIR AI ttt 1 1 1839E� � YG l "MIN"CFM 1 PRIMARY AIRFLOW ON AI T SPACE �� HIGH CO2 CONCENTRATION ? AI CO2 SPACE �� 1 do oh 19 PRIMARYAIRFLOW `AS P. G�� LOW CO2 CONCENTRATION "LOW MIN" CFM -------- EXPIRES 12-31-19 ZONE TEMPERATURE SETPOINT VAV-303 AND VAV-304 WILL HAVE A 2-WAY CONTROL VALVE ARRANGEMENT. REFER TO DETAIL IIM5.01. AI CO2 OSA HEATING WATER HWR OCT OSA HEATING RECIRCULATION HWS TEMPERATURE DEADBAND PUMP DI SIS FLOW ®© DI Al DI DI FREEZE Al AI VAV TERMINAL UNIT WITH REHEAT CONTROL DIAGRAM OUTDOOR AIR DAMPER A FLOW D T D T T SP SP (HARDWRED) 3 NONE j_ FILTER SUPPLY FAN DI D }+ U RELIEF DAMPER L �+ SEQUENCE OF OPERATIONS-KILN EXHAUST FAN (n 1. KILN EXHAUST FAN SHALL OPERATE BASED ON THE FOLLOWING INPUTS: 1.1. WALL SWITCH LOCATED NEXT TO KILNQ 1.2. KILN ROOM TEMPERATURE SENSOR EXCEEDS 78 DEGREES F(ADJUSTABLE) 1.3. KILN IS IN OPERATION, BASED ON INPUT TO THE DDC SYSTEM FROM THE CURRENT SENSOR ON THE KILN INPUT T POWER. AI SMK DI O 1.4. WHEN FAN IS REQUIRED TO RUN,SIGNAL FROM DDC CONTROLLER TO ENABLE FAN MOTOR AND ACTUATE RETURN FAN RETURN AIR (BY DIV.28) DX COOLING COIL O NORMALLY CLOSED MOTORIZED DAMPER TO OPEN. DAMPER TO CLOSE WHEN FAN MOTOR IS DISABLED. DAMPER HEATING COILS�4 N 2. A CURRENT TRANSFORMER LOCATED IN THE FAN POWER CIRCUIT SHALL SIGNAL THE DDC CONTROLLER,WHICH SHALL FINAL FILTERS O U ti GENERATE AN ALARM IN THE EVENT OF FAN/CONTRL FAILURE. HOA FAIL S/S SPEED HOA FAIL SIS SPEED V O STATUS DI Q!:!�? -�AMPS AI SPACE AMPS }0CIOLOCATED 2/3 DOWN /'!� 0AI CO2 SPACE MAIN SUPPLY DUCT AT V O AN ACCESSIBLE LOCATION ~ RETURN FAN REFER TO SUPPLY FAN DETAILS 11M7.02 AND 211 Q O ti SEQUENCE OF OPERATIONS-SELF-CONTAINED A/C UNITti NOTES: ~ C:) o 1. THE UNIT WILL BE CONTROLLED BY A STAND-ALONE MICROPROCESSOR-BASED CONTROL UNIT. THE CONTROL UNIT - SHALL BE SUPPLIED WITH THE UNIT. UNITS ARE PROVIDED WITH TERMINAL STRIP FOR CONNECTION BY DDC PER SPECIFICATION O ® SECTION 23 8100. ♦"� L C� M 2. PROVIDE TEMPERATURE SENSOR IN THE ROOM TO PROVIDE INPUT TO THE DDC SYSTEM. PROVIDE AN ALARM TO THE � m DDC SYSTEM IF THE SPACE TEMPERATURE EXCEEDS 78 DEGREES F(ADJUSTABLE). ICU O c 1 M RTU VAV AHU WITH RETURN FAN CONTROL DIAGRAM U') O O NONE STAND ALONE UNIT CONTROLLER MOTORIZED CONTROL i i-� TO DI DAMPER h DI © STATUS A T SPACE�j V BTU METER SIS® WALL� SWITCH Al i I AI DI AI T I IFLOWMETER O HVI FROM BUILDING T SPACE KILN POWER SUPPLY A/C UNIT SEQUENCE OF OPERATIONS-BOILERS 1. THE BOILERS SHALL BE CONTROLLED BY PACKAGED UNIT CONTROLS AND BOILER MANAGEMENT SYSTEM(BMS) I {_ CONTROL PANEL. COORDINATE WITH BOILER MANUFACTURER REPRESENTATIVE TO SET UP REQUIRED SEQUENCES OF HOA FAIL SIS SPEED I '" 4 KILN EXHAUST FAN CONTROL DIAGRAM 5 COOLING UNIT CONTROL DIAGRAM OPERATION. srATus DI NONE NONE 2. THE DDC CONTROLLER SHALL ENABLE OPERATION OF EACH BOILER. UNDER NORMAL OPERATION ALL BOILERS SHALL DI I AMPS I a ' BE ENABLED. I- - BOILER 3. THE BOILERS SHALL SIGNAL THE DDC SYSTEM IN THE EVENT OF FAILURE. AS ALARM SHALL BE GENERATED. I VFD -- 4. BOILER OPERATION SHALL START WHEN THE OUTSIDE AIR TEMPERATURE DROPS BELOW 65 DEGREES F(ADJUSTABLE) I SUPPLY PUMP (TYP.2 PUMPS) AND A TERMINAL UNIT CALLS FOR HEAT(ADJUSTABLE). I k e y p l a n J 5. HWS TEMPERATURE SENSOR SHALL SIGNAL THE DDC CONTROLLER. Q 6. HWR TEMPERATURE SENSOR SHALL SIGNAL THE DDC CONTROLLER. Of 7. BOILERS SHALL NOT OPERATE WHEN BOTH HEATING WATER PUMPS ARE NOT OPERATING. phase Bid & Permit Z 8. THE WATER FLOW METER SHALL SIGNAL THE DDC CONTROLLER AND SHALL BE USE FOR BTUH CALCULATIONS. i- --- BOILER b w V SEQUENCE OF OPERATIONS-HEATING WATER PUMPS TO BUILDING °° 1. PUMP OPERATION MUST BE PROVEN PRIOR TO BOILER OPERATION. i "M date February 8, 2019 2. THE LEAD PUMP SHALL RUN CONTINUOUSLY WHEN THE OUTSIDE AIR TEMPERATURE DROPS BELOW 65 DEGREES F 7_5 (ADJUSTABLE). I revisions 3. THE VARIABLE FREQUENCY DRIVES AND SHALL SIGNAL THE DDC CONTROLLER. DDC CONTROLLER SHALL GENERATE AN M SEQUENCE OF OPERATIONS-ELEVATOR SUMP PUMP ALARM IN THE EVENT OF PUMP/CONTROLLERFAILURE. BOILER 1. ALARMS AND SAFETIES 4. A DIFFERENTIAL WATER PRESSURE SENSOR LOCATED IN THE BUILDING SHALL SIGNAL DDC CONTROLLER WHICH SHALL r� A. PUMP FAILURE ALARM:GENERATE AN ALARM UPON FAILURE OF THE SUMP PUMP AS DETERMINED BY VARY SPEED OF LEAD PUMP TO MAINTAIN SETPOINT. A DRY CONTACT IN THE PUMP CONTROLS. 5. UPON FAILURE OF LEAD PUMP,THE STANDBY PUMP SHALL BE STARTED. OPERATING TIME SHALL BE DIVIDED BETWEEN I CIRCULATION PUMPS O THE PUMPS. AIR SEPARATOR O SEQUENCE OF OPERATIONS-DOMESTIC HOT WATER CIRCULATING PUMP 1. THE PUMP SHALL BE ENABLED DURING BUILDING OCCUPIED PERIODS. 6. THE BUILDING DIFFERENTIAL WATER PRESSURE SETPOINT SHALL BE SET TO THE LOWEST LEVEL THAT PERMITS DESIGN DI CO HEATING WATER FLOW THROUGH THE HYDRAULICALLY MOST REMOTE HEATING COIL AS DETERMINED BY THE 2. PUMP SHALL OPERATE TO MAINTAIN AQUASTAT SETPOINT OF 110 DEGREES F(ADJUSTABLE). I DATA LINK TO BOILERS -a 3. DDC CONTROLLER SHALL GENERATE AN ALARM IN THE EVENT OF PUMP FAILURE BALANCER. I FOR SIS STATUS BOILER EMERGENCYSAFTIES,RESETS -t3 SHUTOFF SWITCH(TYP.2) I C DI SIS project# 1 16055 o DI © STATUS BOILER CONTROL STATUS CONTROL DIAGRAMS - PANEL �U) ® s/s BY DIV. ALARM MECHANICAL ® DI23 NM DI T AQUASTAT S/S STATUSICT A RESET O� Oti N� DOMESTIC HOT WATER CIRCULATION PUMP CONTROL DIAGRAM 7 ELEVATOR SUMP PUMP CONTROL DIAGRAM 2 BOILER SYSTEM CONTROL DIAGRAM a'oM7 . 02 I 6 NONE NONE NONE NM Nm STANDARD PLUMBING ABBREVIATIONS PLUMBING SYMBOLS GENERAL NOTE %^ AD AREA DRAIN HT HEAT TRACE THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY AFF ABOVE FINISHED FLOOR ID INSIDE(DIAMETERMIMENSION) TB THRUST BLOCK APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. I AHP APPARATUS HOUSING PLENUM IE INVERT ELEVATION --t CO CLEANOUT ALT ALTERNATIVE IN INCH(ES) -�i WCO WALL CLEANOUT - . AL ALUMINUM INSUL INSULATION AP ACCESS PANEL JP JOCKEY PUMP FCO FLOOR CLEANOUT MISC. VALVES & COCKS APPROX APPROXIMATELY JS JANITOR SINK CTG CLEANOUT TO GRADE ARCH ARCHITECT(URAL) KW KILOWATT FD FLOOR DRAIN SHUT-OFF VALVE AUTO AUTOMATIC KWH LKIILOWAAT HOUR AVATORY 0 AD AREA DRAIN S GLOBE VALVE BLDG BUILDING LB POUND CB CATCH BASIN SHUT-OFF VALVE WI TAMPER SWITCH BOP BOTTOM OF PIPE TRIPLE DUTY VALVE BSMT BASEMENT MAXLINEAR FEET FS FLOOR SINK ,, , MMAXIMUM CHECKVALVE BTU BRITISH THERMAL UNITRD ROOF DRAIN �+ 2-WAY CONTROL VALVE BTUH BRITISH THERMAL UNITS PER HOUR MBH THOUSAND BTU PER HOUR OD OVERFLOW DRAIN BV BALANCING VALVE MECH MECHANICAL 3 WAY CONTROL VALVE CALC CALCULATION MFR MANUFACTURER TD TRENCH DRAIN BALANCING VALVE CFH CUBIC FEET PER HOUR MIN MINIMUM CFM CUBIC FEET PER MINUTE MISC MISCELLANEOUS FC FLOW CONTROL VALVE I B I CLG CEILING OR COOLING MS MOP SINK SYMBOLS � Y SOLENOID VALVE f f CL CENTERLINE MTD MOUNTED CO CLEAN OUT NC NORMALLY CLOSED OA ACCESS PANEL OK CAP EXISTING I CAP FOR FUTURE PRESSURE REDUCING VALVE CONC CONCRETE NIC NOT IN CONTRACT MAVQ Dull Olson Weekes - IBI Group CONN CONNECT(ION) NO NORMALLY OPEN © BELOW GRADE I FLOOR ® RELOCATE EXISTING AAV AIR VENT MANUAL Architects, Inc. ED UATION OC ON CENTER DISTANCE Q AIR VENT AUTOMATIC CONT CONTINUE ( )( ) OD OVERFLOW DRAIN © CONNECT TO EXISTING OX REMOVE EXISTING 907 SW stark street Portland OR 97205 CP CIRCULATING PUMP USA CI CAST IRON OS&Y OUTSIDE SCREW&YOKE GATE VALVEANGLE RELIEF VALVE tel 503 226 6950 fax 503 273 9192 CTG CLEANOUT TO GRADE PD PLANTER DRAIN O EXISTING TO REMAIN ® NUMBERED NOTE STRAINER www.dowa-ibigroup.com CV CHECK VALVE PIFT PITCH PER FOOT www.ibigroup.com DF DRINKING FOUNTAIN PG PRESSURE GAUGE Q REVISION NUMBER STRAINER WITH BLOWDOWN DV DRAIN VALVE DFU DRAINAGE FIXTURE UNIT PH PHASE DI DEIONIZER PIV POST INDICATING VALVE / HB DIA DIAMETER PRV PRESSURE REDUCING VALVE HOSE BIBB '`' °i PA E PSI POUNDS PER SQUARE INCH ET-XXX / pae-engineers.com DN DOWN __y/WH WALL HYDRANT DR DRAIN PSIG POUNDS PER SQUARE INCH (GAUGE) UNIT NUMBER G GH GROUND HYDRANT DROP DROP (WITHIN FLOOR) R (RAD) RADIUS FLOOR UNIT IS DETAIL NUMBER SYSTEM TYPE F&TIIB AFD PROFFf DWG DRAWING RISE RISE (WITHIN FLOOR) LOCATED ON DWG. SHEET NO. RISER NUMBER STEAM TRAP v�� z x (E) EXISTING RD ROOF DRAIN EQUIPMENT TYPE ® 4'183 9 9 EDR EXPRESS DRAIN RISER REV REVISION I PRESSURE GAUGE RPM REVOLUTIONS PER MINUTE EQUIPMENT DETAIL CALLOUT RISER TAG O EFF EFFICIENCY N y �• ELEC ELECTRIC(AL) SA SHOCK ABSORBER t PRESSUREITEMPERATURE TEST PLUG % ELEV ELEVATION SAD SEE ARCHITECTURAL �+/� y�l c h 19SE SEWAGE EQGR EQUAL ER SECT SECTION EJECTOR MISC. FITTINGS & SYMBOLS n THERMOMETER �S P X19 4' a 6 X19 EQUIP EQUIPMENT SF SQUARE FEET FLOW SWITCH EZPiREs z-31-19 ET EXPANSION TANK SH SHOWER DIRECTION OF FLOW 4 TEMPERATURE TRANSMITTER EWC ELECTRIC WATER COOLER SIM SIMILAR DIRECTION OF SLOPE QS (SIZE) EWH ELECTRIC WATER HEATER SK SINK — SHOCK ARRESTOR SP STATIC PRESSURE — PIPE SLEEVE VQ EXIST EXISTING VACUUM BREAKER EXP EXPANSION SPEC SPECIFICATION REDUCER F DEGREES FAHRENHEIT SS SERVICE SINK ANCHORWFM RPBA WATER FLOW METER FCO FLOOR CLEANOUT SQ SQUAREELBOW(90°) DCVA REDUCED PRESSURE BACKFLOW ASSEMBLY FD FLOOR DRAIN SQ IN SQUARE INCH(ES) DOUBLE CHECK VALVE ASSEMBLY FDC FIRE DEPARTMNET CONNECTION STL STEEL ELBOW(45°) DCDA DOUBLE CHECK DETECTOR ASSEMBLY FHC FIRE HOSE CABINET STRUCT STRUCTUR(E)(AL) !-�� TEE B BACKWATER VALVE FHV FIRE HOSE VALVE TDH TOTAL DISCHARGE HEAD CROSS UG FHVC FIRE HOSE VALVE CABINET TEMP TEMPERATURE ,a PIV UNDERGROUND GATE VALVE WIBOX FILT FILTERTMV TEMPERATURE MIXING VALVE UNDERGROUND GATE WIPOST INDICATOR FL FLOOR TOP TOP OF PIPE PIPING CONNECTIONS FLEX FLEXIBLE OUTSIDE SCREW&YOKE FP FIRE PUMP JOINT OR COUPLING POINT -�+ TSV TRAP PRIMER VALVE FPD FLUID PRESSURE DROP TS TAMPER SWITCH �� Y PATTERN BOILER BLOWDOWN VALVE .U FPM FEET PER MINUTE TSP TOTAL STATIC PRESSURE �� UNION �� NON-RETURN STOP VALVE FPS FEET PER SECOND TYP TYPICAL I FLANGED CONNECTION ..G FS FLOW SWITCH UON UNLESS OTHERWISE NOTED -3 CAP COCK VALVE N CAP QUICK OPENING BOILER BLOWDOWN VALVE UP UP (PENETRATES FLOOR SLAB) FSK FLOOR SINK PLUG OR BLIND FLANGE � D FT FEET/FOOTUR URNIAL RELIEF VALVE FU FIXTURE UNIT V VOLTS O RISER MIXING VALVE FUT FUTURE VB VOLUME BREAKER -- 0 ELBOW UP PUMP O GA GAGE/GAUGE VEL VELOCITY -0 ELBOW DOWN O GAL GALLON VERT VERTICAL TEE UP Q 0 N GALV GALVANIZED VFD VARIABLE FREQUENCY DRIVE PLUMBING PIPING o GPH GALLONS PER HOUR I v ti VTR VENT THROUGH ROOF TEE DOWN HORIZONTAL TEE v J GPM GALLONS PER MINUTE W WIDTH W W WASTE (ABOVE GRADE OR FLOOR) V O GV GATE VALVE WC WATER CLOSET FLEXIBLE CONNECTION —W— — — W WASTE (BELOW GRADE OR FLOOR) N H HEIGHT BALL JOINT ca- WCO WALL CLEANOUT HB HOSE BIBB WFU WATER FIXTURE UNITS MC PW PW PUMPED WASTE(ABOVE GRADE OR FLOOR) HD HUB DRAIN WG WATER GAUGE �� MECHANICAL COUPLING — — C"—PW— — — PW PUMPED WASTE(BELOW GRADE OR FLOOR) H WI WITH HEAT TRACE HORIZ HORIZONTAL SD SD STORM DRAIN (ABOVE GRADE OR FLOOR) ICUdWIO WITHOUT MO =3 > HP HORSEPOWER PIPE CONTINUATION — — -SD— — — SD STORM DRAIN (BELOW GRADE OR FLOOR) '� Q o ti ZONE ZONE CC OD OD OVERFLOW DRAIN (ABOVE GRADE OR FLOOR) G - o O — -OD- — — OD OVERFLOW DRAIN (BELOW GRADE OR FLOOR) -.I- PLUMBING - PLUMBING DRAWING LIST DEMOLITION LEGEND D D DRAIN (CON DENSATEIINDIRECT) i � M � SHEET# SHEET NAME - - - - - - - - - V VENT a C6 C/) - - - - - - - - i REMOVE EXISTING PIPE - - CW COLD WATER � � LO PO.01 SYMBOLS, LEGENDS &ABBREVIATIONS - PLUMBING — - - - - — HW HOT WATER P0.02 SCHEDULES - PLUMBING RHW RECIRCULATING HOT WATER P2.00 UNDERGROUND PLAN OVERALL - PLUMBING NEW AND EXISTING WORK TW TW TEMPERED WATER P2.01 FIRST FLOOR PLAN OVERALL - PLUMBING — - - -HTW- - - — HTW 1400 HOT WATER P2.02 SECOND FLOOR PLAN OVERALL - PLUMBINGRHTW RHTW 1400 RECIRCULATING HOT WATER P2.10 FIRST FLOOR PLAN SECTOR A- PLUMBING EXISTING PIPING NEW PIPING RTW RTW RECIRCULATING TEMPERED WATER P2.1 OU UNDERGROUND PLAN SECTOR A- PLUMBING G G NATURAL GAS (LOW PRESSURE) P2.11 FIRST FLOOR PLAN SECTOR B - PLUMBING MG MG NATURAL GAS (MEDIUM PRESSURE) P2.11U UNDERGROUND PLAN SECTOR B - PLUMBING - - - -GV- - - - GV GAS VENT P2.12 FIRST FLOOR PLAN SECTOR C - PLUMBING - - - -GW- - - - GW GREASE WASTE(BELOW GRADE OR FLOOR) P2.13U UNDERGROUND PLAN SECTOR D - PLUMBING P2.14 FIRST FLOOR PLAN SECTOR E - PLUMBING P2.14U UNDERGROUND PLAN SECTOR E - PLUMBING P2.20 SECOND FLOOR PLAN SECTOR A- PLUMBING P2.21 SECOND FLOOR PLAN SECTOR B - PLUMBING P2.22 SECOND FLOOR PLAN SECTOR C - PLUMBING P2.23 SECOND FLOOR PLAN SECTOR D - PLUMBING P2.24 SECOND FLOOR PLAN SECTOR E - PLUMBING P2.50 ROOF PLAN SECTOR A- PLUMBING P2.51 ROOF PLAN SECTOR B - PLUMBING J P2.52 ROOF PLAN SECTOR C - PLUMBING phase Bid & Permit z P2.53 ROOF PLAN SECTOR D - PLUMBING U P2.54 ROOF PLAN SECTOR E - PLUMBING 0o P4.01 ENLARGED PLANS - PLUMBING date February 8, 2019 a P5.01 DETAILS - PLUMBING LU P6.01 DIAGRAMS - PLUMBING revisions N P6.02 DIAGRAMS - PLUMBING P6.03 DIAGRAMS - PLUMBING P6.04 DIAGRAMS - PLUMBING o P6.05 DIAGRAMS - PLUMBING P6.06 DIAGRAMS - PLUMBING aD P6.07 DIAGRAMS - PLUMBING T co project# 16055 0 SYMBOLS, LEGENDS & ABBREVIATIONS - Q� PLUMBING �N �M M� PO . 01 67 p 00 NM O_ Nm PLUMBING DESIGN CRITERIA (OREGON) DOMESTIC WATER PIPING SYSTEM: BASIS OF DESIGN: 2017 OREGON PLUMBING SPECIALTY CODE, APPENDIX A'RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYSTEM'. PIPING SIZED ON 4 PSI/100 FT. DROP, VELOCITIES NOT TO EXCEED 8 FT./SEC. (COLD WATER) 0000 AND NOT TO EXCEED 5 FT./SEC. HOT WATER). WASTE AND VENT PIPING SYSTEM: - - BASIS OF DESIGN: 2017 OREGON PLUMBING SPECIALTY CODE, CHAPTER 7, 'SANITARY DRAINAGE'. ALL WASTE PIPING SIZED AT 1/4'/FT. SLOPE UNLESS OTHERWISE NOTED. ROOF DRAIN/STORM DRAIN PIPING SYSTEM: BASIS OF DESIGN: 2017 OREGON PLUMBING SPECIALTY CODE, CHAPTER 11, 'STORM DRAINAGE'. STORM DRAIN PIPING SIZED AT 1/8"/FT. SLOPE UNLESS OTHERWISE NOTED AND A RAINFALL RATE OF 1.3'/HR. NATURAL GAS SYSTEM: BASIS OF DESIGN: 2014 OREGON MECHANICAL SPECIALTY CODE,APPENDIX C, 'FUEL GAS', SECTION C402, 'PIPE SIZING'. EQUIVALENT LENGTH OF PIPE: 150 FT. (MPG), 30 FT G TANK SCHEDULE SYSTEM TEMP. RANGE FILL MAX RELIEF MIN TANK MIN ACCEPTANCE INLET PIPE OUTLET PIPE TAG PRESSURE PRESSURE VALVE VOLUME VOLUME SIZE SIZE MANUFACTURER NUMBER DESCRIPTION LOCATION SERVICE TYPE MIN (°F) MAX(°F) (PSIG) (PSIG) (PSIG) (GAL) (GAL) (IN) (IN) & MODEL NOTES DOMESTIC WATER EXPANSION r� DET-101 TANK CUST. 13117 DOMESTIC WATER THERMAL EXPANSION - POTABLE 60 140 50 80 100 14 8 0.75 - AMTROL ' I B I DET-201 DOMESTIC WATER EXPANSION CUST. A217 DOMESTIC WATER THERMAL EXPANSION - POTABLE 60 140 50 80 100 18 12 0.75 - AMTROL TANK 1 DET-202 DOMESTIC WATER EXPANSION CUST. B214 DOMESTIC WATER THERMAL EXPANSION- POTABLE 60 140 50 80 100 14 8 0.75 - AMTROL TANK Dull Olson Weekes - IBI Group DET-203 DOMESTIC WATER EXPANSION GUST. D214 DOMESTIC WATER THERMAL EXPANSION - POTABLE 60 140 50 80 100 14 8 0.75 - AMTROL Architects, Inc. TANK HT-101 HYDROPNEUMATIC TANK MECH 501 BOOSTED DOMESTIC WATER BLADDER 40 60 30 125 - 79 - 1.5 - 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com WATER HEATER SCHEDULE FUEL ELECTRICAL STORAGE RECOVERY INLET IN TAG CAPACITY @ 100F RISE PRESSURE FLOW NO. OF kW PER VOLT/ MANUFACTURER 11216 3 PA E pae-engineers.com NUMBER DESCRIPTION LOCATION SERVICE TYPE (GAL) (GAL/HR) TYPE (IN WG) (CFH) ELEMENTS TOTAL kW ELEMENT FLA PHASE & MODEL NOTES EWH-101 ELECTRIC WATER HEATER CUST. 8117 DOMESTIC HOT WATER ELECTRIC WATER HEATER 120 61 ELECTRIC - - 3 15 5 18 480/3 AO SMITH DVE PROFFf EWH-201 ELECTRIC WATER HEATER CUST. A217 DOMESTIC HOT WATER ELECTRIC WATER HEATER 120 98 ELECTRIC - - 6 24 4 28.9 480/3 AO SMITH DVE EWH-202 ELECTRIC WATER HEATER CUST. A217 DOMESTIC HOT WATER ELECTRIC WATER HEATER 120 61 ELECTRIC - - 3 15 5 18 480/3 AO SMITH DVE EWH-203 ELECTRIC WATER HEATER CUST. B214 DOMESTIC HOT WATER ELECTRIC WATER HEATER 120 74 ELECTRIC - - 3 18 6 21.7 480/3 AO SMITH DVE - " b ON GWH-201 GAS WATER HEATER CUST. D214 DOMESTIC HOT WATER CONDENSING, HIGH EFFICIENCY 100 239 NAT. GAS 18 199 5 120/1 BRADFORD WHITE EF100T o<o�Qh 19 1c AS P. COQ a 6X19 EXPIRES 12-31-19 PLUMBING PUMP SCHEDULE PERFORMANCE SUCTION DISCHARGE TAG FLUID FLUID FLOW HEAD PRESSURE PRESSURE VOLT/ MANUFACTURER NUMBER DESCRIPTION LOCATION SERVICE TYPE TYPE TEMP. (F) (GPM) (FT) (PSI) (PSI) HP PHASE RPM VFD & MODEL NOTES RHWP-101 RECIRCULATING HOT WATER PUMP CUST. 13117 HW CIRCULATION IN-LINE DOMESTIC WATER 120 2 32 - - 1/6 208/1 3250 NO TACO L1034 RHWP-201 RECIRCULATING HOT WATER PUMP CUST. A217 HW CIRCULATION IN-LINE DOMESTIC WATER 120 2 22 - - 1/8 208/1 3250 NO TACO 0014 RHWP-202 RECIRCULATING HOT WATER PUMP CUST. B214 HW CIRCULATION IN-LINE DOMESTIC WATER 120 2 20 - - 1/8 208/1 3250 NO TACO L1121 RHWP-203 RECIRCULATING HOT WATER PUMP CUST. D214 HW CIRCULATION IN-LINE DOMESTIC WATER 120 2 39 - - 1/8 208/1 3250 NO TACO 009 SP-101 SUMP PUMP ELEVATOR E1 SANITARY SEWER SUBMERSIBLE WATER 60 50 30 - - 1/2 208/1 1750 NO GRAINGER BP-101 BOOSTER PUMP (DUPLEX) RISER D218 DOMESTIC WATER MULTISTAGE DOMESTIC WATER 60 212 - 35 70 5 460/3 3500 YES FLOWTHERM SYSTEMS V 4-0 .L MISCELLANEOUS PLUMBING EQUIPMENT SCHEDULE PLUMBING FIXTURE SCHEDULE TAG NUMBER LOCATION DESCRIPTION NOTES TAG ROUGH-IN SIZE (INCHES) ELEC. MASTER MIXING VALVE NUMBER FIXTURE TYPE W V CW HW TW GPM/GPF CONNECTION DESCRIPTION NOTES 26 GPM FLOW RATE, WITH 20 PSI LOSS WC-1 WATER CLOSET 4 2 1-1/2 - 1.28 N FLOOR MOUNTED, MANUAL FLUSH VALVE 1.28 GPF) MMV-101 CUST. B117 140 OF INLET TEMPERATURE WC-2 WATER CLOSET 4 2 1-1/2 - - 1.28 N FLOOR MOUNTED, MANUAL FLUSH VALVE (1.28 GPF), ADA O 120°F OUTLET TEMPERATURE L-1 LAVATORY 2 1-1/2 1/2 1/2 - 0.5 N WALL HUNG, 20"X 18", MANUAL METERING FAUCET, ADA BASED ON: LEONARD TM HIGH-LOW SERIES L-2 LAVATORY 2 1-1/2 1/2 1/2 - 0.5 N WALL HUNG, TROUGH TYPE (119.7"), MANUAL FAUCET, ADA 1 0 MASTER MIXING VALVE S-1 SINK(CLASSROOM) 2 1-1/2 3/4 3/4 - 1.5 N COUNTERTOP, 22"X 19", ADA C C, N 26 GPM FLOW RATE, WITH 20 PSI LOSS S-2 SINK(CLASSROOM) 2 1-1/2 3/4 3/4 - 1.5 N COUNTERTOP, 27"X 17", BUBBLER, ADA U MMV-201 CUST. A217 140 OF INLET TEMPERATURE S-3 SINK(BREAKROOM) 2 1-1/2 3/4 3/4 - 1.5 N COUNTERTOP, 22"X 19", PULL-DOWN SPRAY FAUCET, ADA 120°F OUTLET TEMPERATURE S-4 SINK(MAKER SPACE) 2 1-1/2 3/4 3/4 - 2.2 N WALL HUNG, STAINLESS STEEL, 18-1/2"X 23", SERVICE FAUCET V J BASED ON: LEONARD TM HIGH-LOW SERIES S-5 SINK 2 1-1/2 3/4 3/4 - 1.5 N DOUBLE COMPARTMENT, ADA V 0 MASTER MIXING VALVE S-6 SINK 2 1-1/2 3/4 3/4 - 1.5 N COUNTERTOP, 27"X 17", BUBBLER, ADA �A 26 GPM FLOW RATE, WITH 20 PSI LOSS S-7 SINK(TEACHER DESKS) 2 1-1/2 3/4 3/4 - 1.5 N INTEGRAL EPDXY SINK, SAME FAUCET AS S-1 V MMV-202 CUST. 8214 140 °F INLET TEMPERATURE MS-1 MOP SINK 3 2 3/4 3/4 - 2.2 N FLOOR/CORNER MOUNTED, 24"X 24", BUMPER GUARDS, WALL GUARDS, WALL BRACKET 120°F OUTLET TEMPERATURE SH-1 SHOWER 2 1-1/2 3/4 3/4 - 1.5 N GELCOAT ENCLOSURE, 36x36-INCH ENCLOSURE, ADA, ADAPTABLE `V BASED ON: LEONARD TM HIGH-LOW SERIES EWC-1 DRINKING FOUNTAIN/BOTTLE FILLER 2 1-1/4 1/2 - - - Y WALL HUNG, DUAL HEIGHT, ADA, BOTTLE FILLER 17 MASTER MIXING VALVE ESEW-1 EMERGENCY SHOWER/EYEWASH - - - - 3/4 N WALL MOUNTED, SINGLE ACTION OPERATION -a > 26 GPM FLOW RATE, WITH 20 PSI LOSS HB-1 HOSE BIBB 3/4 - - INSIDE USE, INTEGRAL VACUUM BREAKER, REMOVABLE KEY ■� Q O MMV-203 CUST. D214 140 OF INLET TEMPERATURE SB-1 SUPPLY BOX - - 1/2 - METAL BOX COLD WATER SUPPLY FOR ICE MAKER 5 120°F OUTLET TEMPERATURE WM-1 WASHING MACHINE BOX 2 2 3/4 3/4 METAL BOX WITH DRAIN CONNECTION, HOT AND COLD WATER HOSE CONNECTION/SHOCK ARRESTORS ` O O BASED ON: LEONARD TM HIGH-LOW SERIES WB-1 WALL BOX HYDRANT - - 3/4 FREEZE PROOF, BOX/FLUSH TYPE w/LOCKING COVER, INTEGRAL VACUUM BREAKER ^ —0 0-)EMERGENCY FIXTURE MIXING VALVE (FOR COMBINATION EMERGENCY/SHOWER EYEWASH UNIT) OD-1 OVERFLOW ROOF DRAIN - - - SUMP BODY WITH 2 INCH DAM, CAST IRON GRATE �� SCIENCE A101 7 GPM FLOW RATE, WITH 5 PSI LOSS RD-1 ROOF DRAIN - - - SUMP BODY, CAST IRON GRATE L (w EFMV-101 SCIENCE A201 140°F INLET TEMPERATURE RH-1 ROOF HYDRANT - - 3/4 - FREEZE PROOF, DRAIN-DOWN TUBING, HOSE THREAD co O CO M 90°F OUTLET TEMPERATURE DSB-1 DOWNSPOUT BOOT - - - - SUMP BODY, CAST IRON GRATE SO BASED ON: LEONARD TM-300 SERIES NOTE: Cttt° OL0 MECHANICAL TRAP PRIMER 1. PROVIDE WITH SHROUD. TP-1 FD'S 1-4 OPENING MANIFOLD CALIBRATED FOR EQUAL WATER DISTRIBUTCONNECTION BASED ONIPRECISIONEPLUMBING PRODUCTS MECHANICAL TRAP PRIMER, PPP SERIES NATURAL GAS UTILITY LOADS GREASE INTERCEPTOR SIZING (GI-1 ) RPBA-101 REDUCED PRESSURE BACKFLOW ASSEMBLY TAG TAG GAS INPUT SIZE TAG TAG DFU DFU TRAP (HVAC MAKE- RISER D218 20 GPM @ 10 PSI HEAD LOSS NUMBER DESCRIPTION (CFH) (IN) NOTES NUMBER DESCRIPTION EACH QUANTITY TOTAL SIZE/FLOW NOTES UP WATER) BASED ON: WATTS 1" B-101 BOILER 3,000 - BOILER E102 MOP SINK 3 1 3 3" GREASE INTERCEPTOR B-102 BOILER 3,000 - BOILER E102 1-05, 1-08 FREEZER & COOLER COILS 2 1 2 3" FS GI-201 EXTERIOR 100 GPM, 250 LBS GREASE RETENTION GWH-101 GAS WATER HEATER 199 - CUST. D214 1-12, 1-51. 2-05 HAND SINK 2 3 6 2" BASED ON: SCHIER GB-250 KITCHEN KITCHEN APPLIANCES 358 - LOCATIONS VARY 2-14, 2-16 HOT WELLS 3 1 3 3" FS TOTAL 6,557 2-1/2" 11-53, 11-64 DISH TABLE 2 2 4 3" FS NATURAL GAS SYSTEM: 1-13 WORK TABLE SINK 2 2 4 3" FS BASIS OF DESIGN (OREGON): 2014 OREGON MECHANICAL SPECIALTY CODE, APPENDIX C, 'FUEL GAS', 1-57 DISHMACHINE 4 1 4 1 3" SECTION C402, 'PIPE SIZING'. 1-35 COMBI OVEN 2 1 2 1 3" FS EQUIVALENT LENGTH OF PIPE: 150 FT. (MPG), 30 FT (G) 1-55 SCRAP COLLECTOR 3 1 3 3" TOTAL DFU 31 GENERAL NOTES: A. PLUMBING FIXTURES NOT NOTED HERE ALL DISCHARGE INDIRECTLY TO THE FLOOR SINKS NOTED. REFER TO FOOD SERVICE DRAWINGS FOR FIXTURE AND EQUIPMENT TYPES, LOCATIONS AND QUANTITIES. ALL PLUMBING FIXTURES SERVING KITCHEN (PREP, SERVERY AND NUTRITION LAB) DISCHARGE INTO GREASE WASTE SYSTEM AND ARE ROUTED THROUGH THE GREASE INTERCEPTOR. J phase Bid & Permit z w U 00 date February 8, 2019 LU revisions CV r ti O O L U Cn project# 16055 o SCHEDULES - PLUMBING a � ti� C'4C'4 M �o POmO2 CVM Nm 5 6 7 8 9 10 11 12 I I I I I I I i - - - - - � ! - - - �- -- - - -- - - - — -- - - -_ - - -- - (00 - - - - - - - -�- - I I I � I — L �T ,� r� II I I I T7 I I _ ❑�❑ _ _ _ _ ❑�❑ Dull Olson Weekes - IBI Group — — — ❑ — — — — — — IF — — T — I — y J Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com I Ill www.ibigroup.com I I I II PPAE pae-engineers.com I �J I I I PROFFi INg I J I I � �1839 � 9 ON I I I d I I o ch 19 �q3 P. CO�y I EXPIRES 12-31-19 E - - - - - i� r � - - - - - ❑ - - ❑ - E F - - - T - - - - - - - - - - - - - - -- - - - - - - -- I � I I j l I I I I Ilj I I I I I � I it U _ ❑ � -Cn I d pl j l L - - - - �o I I 0I H - - L .. I ❑ O N III j�l O V rn iI I I II V o I I III- - I I III _� Cu J L -- - - - - J CB I I L �,� ❑❑ - - - - - - L _ - - - - - - I� J � 15? 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I GENERAL GENERALI GENERAL GENERAL I I 907 C MPUTER CLASSROOM CLASSROO CLASSROOM CLASSROOM USA W Stark Street Portland OR 97205 CLASSROOM I tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 11111111 IIIIIIIII � - D 11111111 111111111 Illll PA E pae-engineers.com PROFF I INE� �9 ' 183 9 LIBRARY I `jA�b/ �V ON C I qs P. COQ EXPIRES 12-31-19 I mn 1 nnnl iiiiiiiii ArI OFFIC ORK 00 T O ST GE I GENERAL GENERALI GENERAL GENERAL I FFIC CLASSROOM CLASSROO(� CLASSROOM CLASSROOM — — GIRLS RESTROOM I+ }� CTATIO l7 T eons RESTROOM EXTENDED LEARNINGCUSTODIAL SMALL — — — STORAGE I OFFICE 0 H SUB I - O ELEC 1 O ENE IDF I CLASSROOM CLkIC' C14 SSROOM CLASSROOM CLASS LA SSCIENCE GENERAL EROOM O V I` I I I S W - - - - 4 O Illyc_ — u ICU JIM —t o 0 VES T }� O C'n M O C'7 cn � � � I I I I HALL I I I - - 14 - - �-- - _ - - _ 0 o I R I I I ° I I � I I I °� GEN. I L) qM I ° I I I BUILDIN I sro�+aGE I I ° STORAGE MN D E TO G M HAL CU - - RESTROOM RESTROOM k e y p l a n J � I &AI HALL i I phase Bid & Permit ~ STORAGE ilial 1i Z W U IOR °O $rr7RAtsLI11I111111111 date February 8, 2019 C11-"' T revisions CV MDF CIO MAIN ELEC. 0 U) AUX (D I GYM I I I I I project# 1 16055 _ _ FIRST FLOOR PLAN t -4 OVERALL - PLUMBING a ' I M M� 2m01 �o FIRST FLOOR PLAN OVERALL - PLUMBING P CNI 1 2 3 4 5 6 7 8 9 10 11 12 III I I SCIENC� JKITCHENETTE PREP (00 TgFFOOM I SCIEN E SCIENC GENERAL G NERAL GENERAL GEN��RRALI CLASSROOM LASSRO M CLASSROOM CLArSROOM CLASSROOM CLASSIk0OM I III III III EXTENDED ISUj� LEARNING �4RT ART TRO LE '�f IL I SUPPLY/ TO ET I B STORAGE MAKERSPA E OYS I Dull Olson Weekes - IBI Group Architects, Inc. I I I1 ISI I I ili GENERAL GENERAL GENERAL GENERAL I I S ALL ° SMALL CLASSROOM CLASSROOM CLASSROOM CLASSROOM 907 SW Stark Street Portland OR 97205 G OUP I GROUP USA tel 503 226 6950 fax 503 273 9192 MA ERSPACE CLA SROOM II CLASSROOM L www.dowa-ibigroup.com I ° www.ibigroup.com D - PA E I I IM�Cpae-engineers.com I, II IsTETE II r I � � PROFF L \� r' �� tiyG I NEFsfo STE / TE X183 9 9 A E SPED SPED " Z �p ON 1, OFFIC OFFICE �S �o HALL r �� qS P. CO�'� a•6• Ig SPED I ?� CONF. ITIN. ITIN. OFFICE OFFICE — E2-31-19 XPIRES I ` FUNCTION L ROOM ' CONE RECO BOOK- ®S�AOALL UP LD KEEPER I GENERAL GENERAL GENERAL GENERAL p CLASSROOM CLASSROO CLASSROOM CLASSROOM COUNS. REGIS RA I OFF/ �\ _ — COUUNNS. I — OFFICE OFFICE _ ' R L F -F COUN TCH CONF. HALL I IL T U OFFICE CONF. I PARENT/ Om EXTENDED — _ 7REARNING R:FQ — — — — — PRINC. SUPPLY - - - - - - - SUB SSOC. 0 REC PTION INC P.A.S.S. TORAGE ELEC. _ 0 N SO CLASSROOM SCIENCE NERAL GENERAL GENE AL O ` , C\1SECRETARY 1 - PRINC. I I CLASSROOM CLASSROOM CLASSROOM 0 ❑ STAG I V J VESTIBUL SEC ETAR (U co _ z� Co — - - ❑ - - - - - Q oti I C o 0 —0CU M M L I COMMONS I o cM m LO III i, co LO LLO TO TOILET OFFICE CHAT ABLE & & & sroIRAGE ISHQWER TORAG -- - ALL HALL SERVERY ❑❑ B CHOIR LL CUST. MAIN o GYM ' KITCHEN I I I\U 35- E x DRWA Ml D Y OFFIC� OFFICE CLAS ROOM S R. WALK S i REF. ® ® � o— ` ORCHESTR� I o 0 k e y p l a n J I P ACT(CE 11 WALK ALL phase Bid & Permit II IN U M SIC I X701 T FREEZE w OF ICE P1 IICE RISER I I date February 8, 2019 INSTRUMENT I OFFICE D ROOM STORAGE revisions SUB co ELEC. ' AUX BAND GYM O s INSTRQIMENT LO / \ I STORAGE ' °r7l ° 3 _ j I I project # 16055 SECOND- - - - � - � - - - PLAN - - - - � - - - � 0 ERALLLFPLOUMBNG ¢ ~_ I I I I �jN M� �o P2mO2 NM � SECOND FLOOR PLAN OVERALL - PLUMBING Nm GENERAL NOTES: O NOTES: A. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE 1. ROUTE HOT AND/OR COLD WATER PIPING DOWN AND MANIFOLD THE WORK WITH THATFALL OTHER TRADES, INCLUDING BUT NOT LIMITED IN WALL TO FIXTURES/EQUIPMENT, - - T0: ELECTRICAL, HVAC,, FIRE PROTECTION, PLUMBING, STRUCTURAL AND (000 GENERAL ARCHITECTURE. 2. PROVIDE SHUTOFF VALVES TO WATER SUPPLY TO ISLAND SINKS. B. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC 3. PROVIDE 3/4" SHUT OFF VALVE IN CABINET SPACE FOR EXTERIOR PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND WALL HYDRANT. COMBUSTIBILITY. 4. ROUTE HOT WATER PIPING FROM ABOVE AND IN WALL TO J C. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO FIXTURES. RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT 5. PROVIDE CLEANOUT WITH WATER TIGHT SEAL FOR DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL FOUNDATION DRAINAGE SYSTEM. COORDINATE LOCATION KITCHEN AND EQUIPMENT. AND REQUIREMENTS WITH CIVIL DRAWINGS. 217-71 1141IBI Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 15 6 7 Q 9 10 11 www.dowa-ibigroup.com .com Mrww.ibigroup.com mss€ ii1 PA E <, I pae-engineers.com 4" DSB-1 3 WCO 1/2"H WH-1 3 WCO WCO -. (TYP) 6P5.01 (TYPE) 4 4" DSB 1 WCO i �� PR \ �, I Ng14, 3/4"CW 4" DSB3 l I w183 9 r - ` ' rV 1 -A - - - - - - - - - - - - - • _ _ - _ _ - - /q ON 1 2"V UP & – t S 1 – F �y. 0 \C;1 11 2"W UP/DN (TYP 6) 1 2 I4S P. 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IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE 1. ROUTE HOT AND/OR COLD WATER PIPING DOWN AND WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED T0: MANIFOLD IN WALL TO FIXTURES/EQUIPMENT. - - ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL (00 ' ARCHITECTURE. 2. PROVIDE CLEANOUT WITH WATER TIGHT SEAL FOR FOUNDATION DRAINAGE SYSTEM, COORDINATE LOCATION B.ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC AND REQUIREMENTS WITH CIVIL DRAWINGS. PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. J C. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO J RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL KITCHEN AND EQUIPMENT. IBI t Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 O O O O O 10 11 www.dowa-ibigroup.com .com www.ibigroup.com 401PAE pm-engineers.com — -- - - - - - - - - - - - - - - - - - - - - - PRI I I I y X1(0/ ON r _1 iI I LI J II �yo<AShP9CO��\�a �i� I I I�I EXPIRES 12-31-19 I LI IJ I I 1 1 I I I I I I I I F _ °I�- - - - - - - - - I -E- - - - - - - - - - - — E yr -- -- - - - I �2„ CW uBRARr HN.L A I ® I I o 1 I I I LI IJ a l 1 1 1 1 1 1 I - - - - 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 I l l l l l l l l i WCO CTG I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2"W U r , 3"WUP :. 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IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE 1. SEE CIVIL SITE PLANS FOR CONTINUATIONS. WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. - . B.ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. C. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL KITCHEN AND EQUIPMENT. D. PLUMBING CONTRACTOR IS RESPONSIBLE FOR EXTENDING ALL REGULATOR VENTS TO ATMOSPHERE. REGULATORS ARE PART OF EQUIPMENT GAS TRAIN. r� E. WATER HEATERS SHALL BE INSTALLED WITH DRAIN PANS UNDER HEATERS. IBI ROUTE DRAINS TO NEAREST FLOOR DRAIN. 5 6 7 8 9 10 11 Dull OIson Architects,ee Inc. 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IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE 1. PROVIDE CLEANOUT WITH WATER TIGHT SEAL FOR 1� WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: FOUNDATION DRAINAGE SYSTEM. COORDINATE LOCATION ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL AND REQUIREMENTS WITH CIVIL DRAWINGS. ARCHITECTURE. (0000�m -B.ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. C. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT J LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL KITCHEN AND EQUIPMENT D. PLUMBING CONTRACTOR IS RESPONSIBLE FOR EXTENDING ALL REGULATOR VENTS TO ATMOSPHERE. REGULATORS ARE PART OF EQUIPMENT GAS TRAIN. �1 E. WATER HEATERS SHALL BE INSTALLED WITH DRAIN PANS UNDER HEATERS. 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IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL - . ARCHITECTURE. (000 B ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. C. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO J RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT J LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL KITCHEN AND EQUIPMENT. D. PLUMBING CONTRACTOR IS RESPONSIBLE FOR EXTENDING ALL REGULATOR VENTS TO ATMOSPHERE. REGULATORS ARE PART OF EQUIPMENT GAS TRAIN. r� E. WATER HEATERS SHALL BE INSTALLED WITH DRAIN PANS UNDER HEATERS I Ru I 1 2 3 4 5 6 ] ROUTE DRAINS TO NEAREST FLOOR DRAIN. i Dull Olson Weekes - IBI Group Architects, Inc. ONOTES: 907 SW Stark Street Portland OR 97205 I I 1. ROUTE GREASE WASTE AND GREASE VENT OUT TO INTERCEPTOR ON SITE. USA SEE CIVIL SITE PLAN FOR EXACT LOCATION OF INTERCEPTOR. tel 503 226 6950 fax 503 273 9192 3"STORM DRAIN www.dowa-ibigroup.com @ 1%SLOPE — 1 t — www.ibigroup.com IE-2.o'BFG I f 2. PROVIDE DRAIN AT KITCHEN EQUIPMENT AND DISCHARGE WITH AIR (500 SIF@ 0.09 CFS) — _— — — — — — — — — — � _— — — — J — I_ — fib— — — _ I— I— — GAP AT FLOOR SINK. Ir- - - - - - - - - - - - - - - - - - - - - - - 1 � _ — — — 3. ROUTE 3l4" HOT AND/OR COLD WATER PIPING DOWN AND MANIFOLD Eiil :m L J PQ E 4 IN WALL TO FIXTURES/EQUIPMENT. pae-engineers.com I I I ASI-4 I I I 4 SEE CIVIL SITE PLAN FOR CONTINUATION. 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IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. (000 - - B. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. C. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL J FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT DRAWINGS FOR EXACT 6 7 8 9 1 11 12 LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL KITCHEN AND EQUIPMENT. D. PLUMBING CONTRACTOR IS RESPONSIBLE FOR EXTENDING ALL REGULATOR I I I VENTS TO ATMOSPHERE. REGULATORS ARE PART OF EQUIPMENT GAS TRAIN. E. WATER HEATERS SHALL BE INSTALLED WITH DRAIN PANS UNDER HEATERS. r� ROUTE DRAINS TO NEAREST FLOOR DRAIN. I B I I I i EMERGENCY GAS SHUT I I I u t Ica HALL I OFF VALVE c10 I — � I � — I — � 1 1 - - - � F_ It It Dull Olson Weekes - IBI Group I 1 Architects, Inc. - - - LF - - - - - - - - - - - L / 907 SW Stark Street Portland OR 97205 USA L — — 2 W I O2112' M tel 503 226 6950 fax 503 273 9192 4 UP e 2"W UP TO WCO— — — — 4 — — — — — — — — J 1 _ I www.dowa-ibigroup.com .com Iwww.ibigroup.com 2"W U 4"W UP I BOI ER O NOTES: -8"$DU - - I E1 z uti€ - - - 1. ROUTE HOT ANDIOR COLD WATER PIPING DOWN AND =110" p - - po - - - - - o ° a -.� _ _ _ , p I MANIFOLD IN WALL TO FIXTURES/EQUIPMENT. PA E pae-engineers.com L - l �� J a 2. PROVIDE CLEANOUT WITH WATER TIGHT SEAL FOR 3 W - " T - 3 FOUNDATION DRAINAGE SYSTEM. COORDINATE LOCATION �D FIR I I 4WU 3W- i-b � 1 4"W U UP o 1 1 3„CW 1 1 FD-1 AND REQUIREMENTS WITH CIVIL DRAWINGS. _ ___ I I 1 2"W UP - I 1 3. 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AUX GYM E113 R I u I I I I I I I I I I � I k e y p l a n I I I II I I I phase Bid & Permit z II U00 II I I I I date February 8, 2019 LU 75 0 revisions M - - - - -- - - - - - - - - - - -- - - M - - - - - -- - - - - - m I I I I I I I project # 16055 o FIRST FLOOR PLAN SECTOR E - PLUMBING a� �~ P2m14 a,o LOWER LEVEL FLOOR PLAN - PLUMBING oM 1 1/8" = 1'-0" Nm C�fl Nm GENERAL NOTES: J A. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. B. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC r� PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. I B I C. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO 4"SANITARY RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT SEWER @ LOCATIONS OF ALL FIXTURES AND EQUIPMENT. 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IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL (010 ARCHITECTURE. - - B. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. C. VERIFY EXACT SIZES, LOCATIONS, INVERTS, AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT J LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT J DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL KITCHEN EQUIPMENT. *�a L IBI Dull Olson Weekes - IBI Group Architects, Inc. 1 2 3 4 5 6 7 907 SW Stark Street Portland OR 97205 A I tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com II•4 n:s PA E I pae-engineers.com ASI-4 I 4" RD UP_ I� 3"DSB-1PR — — — 4.. 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IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. - - B. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. C. VERIFY EXACT SIZES, LOCATIONS, INVERTS, AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT J LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL KITCHEN EQUIPMENT. 2 3 4 5 6 7 8 9 10 11 B Dull Olson Weekes - IBI Group I I I I I I I I I Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.d owa-i big rou p.co m I I www.ibigroup.com - � - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IIPAE pae-engineers.com Li PROFFSf I I I �1819E� 3 311 VTR mor -ON �� 3"VTR o I I I I tio�4Sh ie o��\��, P � a.6•�19 EXPIRES IT31-19 I I I I I I I I I I I I I I I I I I I I RH-1 V I I I I I O 0 4 JC:: N – – I 2 VTR – – – I – I – – – C co V O T TLl .� ICU RH-I I I —1 I I I ¢ C:) ~ o 0 co CY3 I I o I o M M 4„VTR (0 LO LO I I I I I I I I I I – – – I – – I - - - - - - I – – – – – – – – – – – – – – – – I I B C I I I I I I LD E I I I I I I I I I I k e y p l a n I I I I I I I phase Bid & Permit z LU U o I I I I date February 8, 2019 N 21'VTR I revisions M t I I I I I I I I U7 a 7�� U) I I I I 75 project# 16055 � 1 ROOF PLAN SECTOR A - PLUMBING II ROOF PLAN SECTOR A - i �U) PLUMBING Q CV� U-)N P2m5O •M M ti �O OM Cn N S_ "Co GENERAL NOTES: A. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. (00 - - B. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. C. VERIFY EXACT SIZES, LOCATIONS, INVERTS, AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL KITCHEN EQUIPMENT. 2 3 4 5 6 7 8 9 10 11 C2 a r IBI I I I I I I I I I I Dull Olson Weekes - IBI Group Architects, Inc. —�---- --- -------- ----- ---r------ ---- ----- 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com I I I I I I I I I I fu€€ 1111.0" PA E pae-engineers.com PR I I I I I I I I I I I Nt'i' f� I I I I I I I I I I 183 9 l — — — — — — — - — — — — — — — — — — — — — — — — — — — — —77 - - - O ON Z � 0 may �y0 orch 19 199 I I I I `QS R CO�� EXPIRES 12-31-19 I I I I I I I I I 0 Li I I 3"VTR I I I I I I I I I I I I I I I I .+-•+ U .L 3"VTR I I o 1 I 1 I I I 0 0 RH 1 O �(/�1 – 04 – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – li ) C� v , O T .� -ate }+ co I I I CU C�C co CU Q CD r_ CU L I 2 VTR I I co � � 0 I I I I I I I I I I I D-1 4" -1 I I I I I I I I I D E I I I I I I I I I 2"VTR k e y p l a n I I I I I phase Bid & Permit I I I I 1 I 1 I I 1 00 77— date February 8, 2019 w revisions CV M r ti O O L U CU project # 116055 ROOF PLAN SECTOR B - ROPLUMBING cn 1 OF PLAN SECTOR B - PLUMBING 1/8 = 1 0 Q rn� ACV •M M� T� Q P2m51 CVM Nm GENERAL NOTES: A. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. - - B. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY. C. VERIFY EXACT SIZES, LOCATIONS, INVERTS, AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL KITCHEN EQUIPMENT. 041 1-1 IBI Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com sli PA E pae-engineers.com PROFF� 1 2 3 4 5 6 7 8 9 w183t 9E41 f 9 U ON I I I I �yo<49 S a6•�Iq EXPIRES 12-31-19 Zn VTR I I I I v — — — — — — — — I — — — — — I — — I — — — - ----- -- ---- ------------- ------------------------------------ ---- I I I I I I I I — �- — — — — — —I — — — — — — — — — — — — — mmmm — — — — — — — — — V I I — O N 0 V ^ � v , O I I I I I I I I I Q o l` I I I I I I I I / I OCM CM I I I I I I I I CD I I I I I I I 4" RD 1 4" OD 1 I \ 4" RD-1 4"OD- �� 4" RD-1 4" OD)% ® ® - 0 ® I B ElV. I I II ElDLE 3"VTR RH-1 I k e y p l a n I phase Bid & Permit z w U 00 w ate February 8, 2019 w revisions M ROOF PON SECTOR C - PLUMBING r` 0 0 L U U) d a_ project# 16055 o ROOF PLAN SECTOR C - �co PLUMBING a co� ON M r~ �o P2m52 CV CO Nm 1� o17-1 mollIBI Dull Olson Weekes - IBI Group 7 Architects, Inc. I I I 907 SW Stark Street Portland OR 97205 USA GENERAL NOTES. tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com A. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE www.ibigroup.com WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED T0: L ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. � € 116" PA E B. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC pae-engineers.com I I I I I PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND 4" OD-1 4" RD-1 COMBUSTIBILITY. �p PROF ® ® I C. VERIFY EXACT SIZES, LOCATIONS, INVERTS,AND ELEVATIONS PRIOR TO �� c t N EEllF�� I RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT 183 9 9 LOCATIONS OF ALL FIXTURES AND EQUIPMENT, REFER TO KITCHEN LAYOUT DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL 10 ON KITCHEN EQUIPMENT. 19 I I II I o<QS R C°)�\�a, I RH-1 I EXPIRES 12-31-19 I I I I II I I ° 3"VTR I I I I I II I I o I I I I I II I O ' N O N I I I U) C: o I I I I C moomoo CU ~ =3 > I I C ~ o 0 3"VTR - "Ct I I I CQ j � � cc CD co co coU'*) U") 3"VTR 0 I I I I I I I A I I I I I II I ❑ ❑ I C D E I i I I I I I J I k e y p l a n I I I I I I phase Bid & Permit U 00 I I I I I I date February 8, 2019 Lu revisions CV M r ti I I I I I O U) m I I I a project # 16055 ROOF PLAN SECTOR D - o ROOF PLAN SECTOR D - PLUMBING 1/8" = 1'-0° PLUMBING a �04 ACV • -M M ti cy)O P2m53 OM CVM j�!2 Nm 6 7 8 9 10 11 12 I I I I I I I (000 wm I I I I I I I - IBI , — — — — — — — — — — — — — — —I — — — — — — — Dull Olson Weekes - IBI Group Architects, Inc. � I 907 SW Stark Street Portland OR 97205 D-1 4" 0 �4 RD-1 4"OD- USA GENERAL NOTES. tel 503 226 6950 fax 503 273 9192 ® ® www.dowa-ibigroup.com A. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE www.ibigroup.com I I WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: J ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. B. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC pae-engineers.com II I o I ❑ I PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND 3"VTR COMBUSTIBILITY. PROFF , C. VERIFY EXACT SIZES, LOCATIONS, INVERTS, AND ELEVATIONS PRIOR TO V�w�r, t N E'k II I I I I RUNNING ANY PIPING. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT 183V 9 LOCATIONS OF ALL FIXTURES AND EQUIPMENT, REFER TO KITCHEN LAYOUT DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL ON KITCHEN EQUIPMENT. Zy °�ch �g �o`0 O O P COQ a•6•�Iq 3„VTR 3"VTR EXPIRES 12-31-19 II I I I I I I II I I I I I I I v 3"VTR L -0—+ II I I I .C/) I 0 O � 4"OD-1 4" RD-1 4"OD-1 4KRD-1 N ❑ 0 U I 00 00 I U RH-1 C CU. }� L •— > 0 3 VTR I I I ~ 0 0 �+ "0 co m I I I co co ^ ^ � coLO � II I I I I I II I I I I I I I I I I I I B C I I I I I I I D I I I I I I k e y p l a n J I I phase Bid & Permit z Lu U co I I I I I I I ate February 8, 2019 LU N — — ❑ — — — — — — — — — — — — — — — — — — — — — — — — — ❑ — — revisions r I I I I I I I O O t U cf) o I I I project # 16055 ROOF PLAN SECTOR E - PLUMBING Q ' ROOF PLAN SECTOR E - PLUMBING M 1 118" = 1'-0" M� P2m54 NM CO_ Nm GENERAL NOTES: A. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: 4 5 6 4 5 6 ELECTRICAL, HVAC, FIRE PROTECTION, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. - - I B.ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC., INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND I I I I I COMBUSTIBILITY. C.VERIFY EXACT� Y RUNNING ANY PIPING. LOCATIONS, NG. REFERPRIOR O TO ARCHITECTURAL DRAWINGS FOR EXACTJ LOCATIONS OF ALL FIXTURES AND EQUIPMENT. REFER TO KITCHEN LAYOUT I 3„W U I I I DRAWINGS FOR EXACT LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL I ® ® KITCHEN EQUIPMENT. D. PLUMBING CONTRACTOR IS RESPONSIBLE FOR EXTENDING ALL REGULATOR 7L I _ � I I VENTS TO ATMOSPHERE. REGULATORS ARE PART OF EQUIPMENT GAS TRAIN. �I 3/4"CW E. WATER HEATERS SHALL BE INSTALLED WITH DRAIN PANS UNDER HEATERS. r� Io 0 0 0 L CUST. I I Z„ UP& HALL ROUTE DRAINS TO NEAREST FLOOR DRAIN. I B ' 3PIPE CONNECTION 14" HW 1 E200 REQUIREMENTS WITH K TCHF.VERIFY ALL KITCHEN EIEN PIMENT CONSULTANTS DRAW NGS.ES AND ISERVERY Dull Olson Weekes - IBI Group D213 216 [ _ _ ] FD-1 -1� - - Architects, Inc. I2-14 0 NOTES: 907 SW Stark Street Portland OR 97205 - - - I II USA – – – – - - - --- – I 1. ROUTE GREASE WASTE AND GREASE VENT OUT TO INTERCEPTOR ON SITE. 111 503 226 6950 fax 503 273 9192 3" GW SEE CIVIL SITE PLAN FOR EXACT LOCATION OF INTERCEPTOR. www.dowa-ibigroup.com - - - ) - - - - www.ibigroup.com UP TO FS 1 1 I i i I I -- .. -- –� 2. PROVIDE DRAIN AT KITCHEN EQUIPMENT AND DISCHARGE WITH AIR 3"GW - - - - - - - - - - - - - - - - - - - - - - - - - --- GAP AT FLOOR SINK. UP TO FD � 112 CW 2-06 2-04 FD-1 FS 1 I I �IE 3" GW I 2 GW& f ® – – I 3. ROUTE HOT AND/OR COLD WATER PIPING DOWN AND MANIFOLD ,b PA E pae-engmeers.com UP TO FS I I 112vHW \ 2 05 I \ / I I HWP-203 IN WALL TO FIXTURES/EQUIPMENT. 3"V UP 3"GW UP Ti I I – – – – – L_, FS 1 – – _( -1 4. PROVIDE REGULATOR AT GAS METER AND 2-112" NATURAL GAS SUPPLY PIPE �w FF TO WCO I 2"V UP -- -- L– -- -- __ o BELOW GRADE TO EMERGENCY GENERATOR(2,340 CFM @ 0.5 PSI). VERIFY �t� G PRO - - - EXACT LOCATION WITH CIVIL SITE DRAWINGS. 3 GW UP I 1 CW D –_____ : 183 9 9 TO FD I kl3"GW UP I 1/2" MG D _ _ WCO TO WCO 3/4"CW D 2, V 2 V_ ti 3" )w UP \ 2"V UP I 2"VUP = - FD 1 I I I ( (TYP 3) 112" C „ 2" CW__\ o �� o�c c,vo`° T FD (T>'P3) – - L– – _ --- 2 GO &2V 157 1„ MG yob h t9 I I _ --r----- _ --�Li--� AlO 1-53 qs P. COQ a 6 �Ig I I -- 112” HW D I o 2 UP 1-38 � i ExPIREs 12-31-19 I 3„ Gf 3° GW UP – ,�_ 1 TO FCO 1 d 1 35 I X FS-1 I FS 1 I I 1-33 II i 1 X 1 1 =T--- -- – – 3" GW UP I I I 1-55 I FD-1 I 1.57 I \ { 1 1 \ T 1 TO FS 1 d o I ° I I 1-56 I I ® I I Xl 1 „ I 164 I / 1 .. 3 GW UP I 1 I RPBA ILS--1 I . 2" HW I 3 GW UP �TO FD I 1 I 1 I TO FD –1-32 – – – – 1 &'�V) 2"VUP V TO FS UP IUP I � I - - - - - - F — 3„ GW I I - - - � —\ y 2"VUP 1 �tln I 1„ I U 1 CW 2"VUP ' 1-51 1" CWO .� I DR 22OR. 1L� •, I 1-052 2/4G& 2 VW&O 1cn 3" GW I 1 I\ 1 \/ IKITCHEN 2"V I1" HW O3 0 3" GW UP / I \ I A I D2 55 314" HW 2"VUP 2 VUP114- TO FD / \ i O WALK INF- 0 - - - - - N I 1 \ r -793 D-1 I D26 / I \ �U WCO \/ I I I v J O 4 GW I /\ 1 3"CW ' 0000 0000 I / 1Lj / \ I „ ' N -v 3 GW& 0000 0000 21/2 M I 2"V UP ou°0°�°00l I�} 1\ I / \ 1 I 2" HWCID I I 000 000 I/'i I \ I – � I i I mo 4"W UP _ 0 00 0 000°0 I i ICU N TO WCO — I FS-1 , '� > iCD ll C Orl 1-06 I C ti � � _WCO 9+ .0 q I 1-05 --- ----- ------------ M I I I I i O170 m 3"GW UP 3"GW UPI / I I I I I ( ; I � _ TO FS TO FD I. 1Ff I 112" CW i� 11 �IIF 7 76 �l 3 4"W& GW UP ----, 1 TO WCO& 1 2"V 1 13 I 2 V UP RACTICE ® FD-1 1-12 6210 112" HW I, I 4"WUP3„VTR �1 TO WCO a. 2” CW 2"VUP 2"VUP I 3" GW � , .�� a – - 4"WUP �` G - - - I 1 4"W I 4.1 1 0 I T r �RACTICE 4 W& I WCO o L_1 WM 1Lj „ 'V FD-1 2I I i 4 GW I ej, 1 D211 WC-2 –i– ILET J & I 3„CW 1 WALK IN I -- 112 HWFREEZE 1 3„VTR I I I I 1 3„V I I I UP/DN 212WMG 1”CW WBP-201 / , I phase Bid & Permit , �- U4„W 3 W UP 1 i_ FD-1 6" FW DN 00 — — — — — — — — — — — — — — r CL 1 1 411 SD UP I .f �2 9 1 2"VTR RI R8 OMi 1 date February 8, 2019 I 2 V DN I revisions J I 4" CW _ UP/DN I o j21/2" MG DN 2 /2" MG DN C Jl " SD UP „ CW DN a 1 1 ® 1 2112 MG OFFICE 2"V DN1 2"VDN I2220 TO GI project# 1 16055 p ENLARGED UNDERGROUND KITCHEN PLAN - PLUMBING ENLARGED KITCHEN PLAN - PLUMBING ENLARGED PLANS - 1 PLUMBING cfl� P4m01 MN M� 00 00 NM Nm SOV THERMOMETER RHWP-101 p4 THERMOMETER - - - 314"RHW 314"RHW (TYP.) ASMETEMP/ _ _ _ _ _ _ _ _ � PRESSURE _ low aft - - SEE FLOOR - - RELIEF VALVE (00 1HN � 1"CW \ - _ PLAN FOR 1„ CW L I I - PIPE SIZES 'VHW ASME TEMPI 1 ROUTE T&P RELIEF I PRESSURE DISCHARGE TO MOP SINK TI RELIEF VALVE I J SEISMIC BRACING 1 PER CODE (TYP) EWH- 101 L__L I I ¢ OFFT DRAIN VALVE I � I DET-101 MMV-101 5'-0" � DRAIN PAN L 1 CARRIER PIPE I B I _ 1 1 EXTERIOR FLOOR SLEEVE AND SEAL RHWP- WALL F NDull Olson Weekes - IBI Group 1'-0" Architects, Inc. EWH T 907 SW Stark Street Portland OR 97205 GRADE JFLR. \ USA tel 503 226 6950 fax 503 273 9192 /77 www.dowa-ibigroup.com TO FLOOR DRAIN ANCHOR \ \\�\\� / / 5'-0" C-E www.ibigroup.com PLATE DET / /�\\ \/ /\/ ME:, \ EXTERNALJACKET H1 PA E ROUTE PAN DRAIN 5-011 DV I CHECK VALVE(TYP.) pae-engineers.com DIELECTRIC UNION TO MOP SINK (TYP.) \ 90%%127 ELBOW pROFFSf� 41 WALL SLEEVE AND SEAL 4111 1883 9 9 GENERAL NOTES: b ON CONCRETE ANCHOR FOUNDATION 1. SEE SPECIFICATION FOR SEISMIC RESTRAINT REQUIREMENTS BLOCK �y. °rCh 19 1 �c3• T4s F CO�� 4 ELECTRIC WATER HEATER DETAIL BUILDING RISER ELEVATION DETAIL AIR GAP MS-1 NONE NONE ExPiREs z-ai-is EXTEND LOOP AS j HIGH AS POSSIBLE SINKS VENT UP 0 7 '� WALL MOUNTED ELECTRIC WATER HEATER11 NONE 11 WALL 9 3" 7 U OUTSIDE FACE OF WALL °L CLEANOUT WCO WALL SLEEVE AND SEAL ��\ ( 0 Pw CARRIER \ Q ELEVATOR CEILING FLOOR PIPE SHAFT CONTROL 0 PANEL Q LOCATED 75 C— N HIGH LEVEL WATER C FLOATISW ITCH. �^^ rn 2" PW FOOTING VENT INSULATION \\/ t V) FLOOR \\ N . - WASTE EXTERNAL JACKET �0 L ICU a_, UNION LINK SEAL CI ~ N GRATE SHUTOFF VALVE 4" WASTE SPRING CHECK VALVE MINIMUM 5 ISLAND SINK PIPING DETAIL 2 WALL PENETRATION DETAIL F-- o d~' NONE NONE 1 ti FLOAT SWITCH 2 �► rn SUMP SUMP PUMP 1D f+ L M M ICU THERMOMETER RS o c i c i 0 NOTES: (TYP) 1. PROVIDE LOCAL DISCONNECT FOR PUMP WITHIN AIR INTAKE ELEVATOR SHAFT. SEE DIV.26 FOR REQUIREMENTS. (NP) 2. PROVIDE CURRENT TRANSFORMER AND DIGITAL INPUT INTO BUILDING AUTOMATION SYSTEM. EXHAUST SEE FLOOR (TYP) PLAN AND RISER 8 SUMP PUMP DETAIL PIPE SIZES DIAGRAMS FOR NONE 120E— ASME TEMPI I PRESSURE RELIEF VALVE (TYP) I I TO FLOOR ; :. ` • . DRAIN I _ I• ,�, -I I I MV-101 L_ THERMOSTATIC MIXING VALVE 245 DEGREE BENDS ASSEMBLY IN EXTERIOR WALL ,'••.. LOCKING CABINET ZQ LINK SEAL CONNECT hale Bid & Permit "'• SEISMIC SHUT RHWP-101 WI TRANSITION P w RESTRAINT 1 OFF COUPLING U 00 T GLOBE VALVE TO date February 8, 2019 Lu 45 DEGREE BENDS BALANCE SYSTEM DOWNSPOUT (SEE ARCHITECTURAL ACID GWH 1021 Z revisions M n NEUTRALIZER 2 - DWGS.) t` SWEEPING WYE FITTING e°0 n 4"HUB PIPE DET-101 WALL CLEANOUT o o (7 — U ° e o • VENTLESS REGULATOR ° 00 ° ! CHECK VALVE (TYP) ° U . 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PROVIDE CONDENSATE DRAIN ACID NEUTRALIZER ON EXHAUST PIPE STORM DRAINAGE SYSTEM oM 6 GP5m01 AS WATER HEATER DETAIL �o c� NONE NONENSPOUT CONNECTION ca 2_ N 1M i j 3" VTR j 3" VTR li ili ROOF 3„ 3., i i i 3., 3,. i 1 — I I ---------- I 1 I I I I I I I I I I I I I I I I SECTOR A CONTD I I I I I I I I I I I I I I I I I I L----_ I I I I I I I I I I I I I I I I I I I r—„� 1 „ 1 „ 1 r—„— 1 r---� r-- r- r---, r---, r---7 I I r---, r---, r---, 2 I 1 2 1 2 2 2 2 1 2” 1 21, I 2” 1 2„ 1 2„ 1 2" 2„ I „ I I I I I I I I I I I I I I 1 2 1 1 2 1 I I I I I I I I S=1 j S=1 I ESEW-1 12 S=1 I S=3 S=1 I S=1 I S=1 I I S=1 1 I S=1 1 I S=1 I I S=1 I I I S=1 I 1 S-1 11 S=1 I 1 1 I I I I I I I I I I I I I I I i I I SS=7 I I I I I I I I I I I I 18 I I 1 1 3" FD-1 I I I I I I I I I S=� I I I SECOND FLOOR *a I I I I I I I I I I I I I I I I I I I I I j _ Dull Olson Weekes - IBI Group L---- --- 1 I--- I--- I--- -- I--- 1--- 1--- 1--- 1--- 1 1— 1--- 1 I I I I I I I I I I I I I I I I Architects, Inc. 907 SW Stark Street Portland OR 97205 I I I I I I I I I I I I I I I USA 1 I I I I 1 I I I I 1 1 tel 503 226 6950 fax 503 273 9192 I I I I I www.dowa-ibigroup.com I I I I I www.ibigroup.com I 2„ I 1 21, I 2" I 2" I 21' I 211 I 2„ I 2" I 2„ I 2„ 1 2„ I 2" I 2„1 I I 2., I I I I I 2" 1 2" 1 2" 1 2" 1 3" I 2" I 2" 1 2" 1 2" 2" 2" I 2" I /-2" I 2" I 2" I 2" Ig"liii I I I pA E pae-engineers.com I I I I I I I I I I I I I I 1 I PROFF I I I I I I I I I I I I 1 I I I 411�G I NE % I I I I I I I I I I I I 1 I I Imo" 183V 9 S-1 I S-1 I 1 ESEW-1 I S=1 I S=1 I S=1 1 S=1 1 S=1 I S=1 I S=1 I S=1 I � S=1 I S=1 I S=1 I /�,� 1 S_7 ti ON 1 g-7 AF1- �-' WCO WCO qs P. 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P6mO2 o� 2 WASTE & VENT DIAGRAM - SECTOR B 2 NM NONE Nm I j 3" VTR j 3" VTR IjI 3" VTR ill ill ill ROOF iIi iIi iIi i 2.. 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I 2„ � �2" I 2�� i 2�� 2,� � 211 i 211 I I I I I I I I I I I I 1 � 4" I I I I I I I I I I I I I I I I I � EWC-1 L-2 L-2 1 I I I L=2 L=2 11 I I 1 1 ,• I I I I1 I I I I FCO-1 1 3" FD-1 3" MS-1 3" FDA 3" FD-1 3" FD-1 I I 1 3" FD-1 I FIRST FLOOR WC-1 WC-1 WC-1 WC-1 WC-2 WC-1 WC-1 I WC-1 WC-1 WC-1 U WC-2 WC-21 4 2" 4" 4" 2" 3" 4" 3" 4" 3" 2" 4" 4" k e y p l a n J TO CIVIL phase Bid & Permit z w 00 U date February 8, 2019 CLw revisions UNDERGROUND 04M f` 2 WASTE & VENT DIAGRAM - SECTOR E $ NONE s U co project# 16055 o DIAGRAMS - PLUMBING U) ¢ N ON • •M M� P6mO3 NM C.D� Nm 3"VTR i I i 3"VTR i � i 2„VTR iii 3„VTR 11 ROOF RI I i li ili ili it 11 i11 f3" 11 ' 3" ' I 1 � 1 2" 1I — — — — — — — — — — — ' - - - - - I 4 — — — I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I 1I I I 3" I I I I I 1 J I - - - - - - - - 1 - - - - - - - - - -1- - - - - - - -1 — — - - -- - - -1- -- - - - - L - - - - - - 1 II I l 1 1 I ,� 1 1 I " I ,� T 1 1 �, I ,� 1 ,� 1 ,� I �, 1 I l1 I 1 2,� 1 2„ 1 2 1 z I 2 1 2 1 2 I 2 1 2 2 112 1 2 I1f z 1 2 1 2 1 1 21' I l I I I I I I l I I I I I I I I I 1 I I I I I I I I I 1 1 I I 1 IBI I I I I I I l I I I I 1 I I I I I I I I I I 1-52 I 2-05 1 l I I 1-55 I I 1 I l I I I I 1 I I I I I l l 1 I 1 I I I 1-11 I GREASE INTERCEPTOR AT Dull Olson Weekes - IBI Group I O I I I O I O 1 I I O I I 1 0 1 I I O I I I i BUILDING EXTERIOR Architects, Inc. 151 2-06 I 1 56 1-04 907 I 216 1 I I I 1 I 1 I 1 1 1 1 l I 1-08 I I I I I I l I I I I 1 I 1 I I I 1 w Stark Street Portland OR 97205 USA I 1 1 1 l 1 I 1 1 l I 1 1 1 tel 503 226 6950 fax 503 273 9192 2-14 1 1 2-04 WC-0 WCO I 135 WCO I l 1-57 1 164 I I 1-05 1-13 i WCO www.dowa-ibigroup.com I iI I www.lbigroup.com FS-1 FD-1 FS-1 FCO FD-1 FS-1 FD-1 FD-1 LS--1 FS-1 FD-1 FS-1 FD-1 FS-1 CTG SECOND FLOOR PA E == pae-engineers.com I 3”GW 3"GW 3"GW 3" GW 2"GW 2"GW 3"GW 3"GW 3"GW 2"GW 3"GW 3"GW 2" GW 3"GW 3"GW 3"GW rY GW �3" ��D PROFF� 18349 883 9 9 3" GW 3"GW 3"GW y ' "b ON GI-1 CyOo �h 19 19" 4"GW 4"GW 4"GW 4"GW �qs P CU N, 4.. a %•�19 EXPIRES 12-31-19 TO CIVIL UNDERGROUND GREASE WASTE SYSTEM RISER NONE U_ L U) 0 N C U U) co }+ L A+ C CU Q , CD CD r CD m M M • d d O O O A BLO L0 C D E k e y p l a n J phase Bid & Permit w co 1 U date February 8, 2019 w revisions CV co ti O O t U U) O a a 3 project# 16055 o DIAGRAMS - PLUMBING Q co� ON •M Cn , P6mO4 0 GV M co Cf1_ Nm TERMINATE WITH TURN DOWN ELBOW AND BUG SCREEN (TYP) - - ROOF I I I ROOF BUILDING WALL I I I I I I MPG 0 MPG- 12112" PG 2112" MPG I I I J 1-114"G 6,000 MBH > > S BUILDING WALL G 1 I I 1" MPG TO KITCHEN 33 EQUIPMENT CONNECT TO AUTOMATIC (557 MBH) HOOD FIRE SUPPRESSION 120 MBH ' I I SYSTEM(SOV-1) 32 1 I I f 2112" MPG PROVIDE VENTLESS 1-114"G 140 MBH 6,557 MBH REGULATOR G G G MPG 3/4"G 1 a Dull Olson Weekes - IBI Group 3/4"G I 1 1 Architects, Inc. 1 1 907 SW Stark Street Portland OR 97205 2-1/2""NATURAL GAS METER " CDI 1 1 USA 1 1 I tel 503 226 6950 fax 503 273 9192 62PSI u GWH-201 ,557 MBH @ 150'TDL 314"G 199 MBH 2-112"MPG I I www. roup.comp com EMERGENCY (BY SERVING UTILITY) 1 EARTHQUAKE RANGE SHUT OFF VALVE u u COMBI-OVEN CONVECTION I I I tta OVEN COMBI—OVEN I 4h PA E 35 34 (DOUBLE) uO I I pae-engineers.com 48 MBH 50 MBH u I I SECOND FLOOR PROFF 3/4"GFLEX CONNECTOR 0 NOTES: (TYP 3) t83 9 1. PROVIDE REGULATOR AT GAS METER AND 2-112" NATURAL GAS SUPPLY PIPE BELOW GRADE ON TO EMERGENCY GENERATOR(2,340 CFM @ 0.5 PSI). VERIFY EXACT LOCATION WITH CIVIL SITE DRAWINGS. i i Zy��rch MPG I o�qS P. CO�� G I 2-112"MPG I [EXPIRES 12-3i-1e G 2-112" MPG 1 2" MPG 2"MPG I I I I g i B-101 g i B-102 3,000 MBH 1 3,000 MBH I I I I I I I I � � U EMERGENCY GAS SHUT OFF VALVE u u .�.r FIRST FLOOR 1 NATURAL GAS RISER DIAGRAM M NONE 0 0 C— N c v U) o' Ca }� Ca ICU CY) ICU A+ — C] '44ti C] (] >1 �•+ w C ._ L CU CC) co � � � i it phase Bid & Permit z LU U a date February 8, 2019 LU revisions CV M ti I O O L U CO d project # 16055 o DIAGRAMS - PLUMBING U) a M� 66M C10� M� �O P6mO5 O� CN M Nm RH-1 RH-1 RH-1 ROOF 314" 314" 1-112" 314" 314" 2-112" 2112 - - - – - - - - - - - - - - - - - - - - - – – – – - - - – – – - - - – _ - - - - - – - - - - — - - L� � �� - - - - — — - - - - - - _ — _ _� 1— —� — — - - - - - - - - - - '� - - TI—I — — — — (000�m - 314" 1" 314" 314" 14" 14" 314" 314" -114" 314" 314" 314" 1 1 2"CW 314" 314" 314" – – 314" RHW 2" HW��I, 2 1 1-112" HW 314" RHW I I 1-112"CW I 1 1 1 1 1 1 1 I I x X WC 2 WC 2 WC 1 WC 1 C 1 U 2 WC 1 U 1 314" I 314" 1 314" 314" 314" 314" 314" i 314" 3/4" 314" j 314" 314" l i 314" J I I S_1 I I I I I I WHA Y Y � I I I I I ESEW 1 S-1 S-1 S-1 S-1 S-1 S-1 WC-2 L-1 MS 1 EWC 1 HB-1 L 2 L 2 HE — 1 314"— — — — — — — — 4 I I I I I P5.01 i S_1 S-1 I S-1 1 S 1 S 1 S 1 S_3 SS=5 S_1 SS=5 S_1 SS=5 S_1 —1 314" S_7 1" S_7 IBI B I I SECOND FLOOR _ I I " I]C314'" I I 1 1 1 11 � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - -� Dull Olson Weekes - IBI Group r - - - - - - - - - - - - - - - 2 Architects, Inc. 1" X1112° P6.06 I � 907 SW Stark Street Portland OR 97205 P A) 411 _ _ USA I ~ 1 tel 503 226 6950 fax 503 273 9192 I ��1 I I I I II I 1I I I I II I II I II I II I I I 1�I I wwII;w.d ff- lE . .com314" I314" 1 314" 314" 314" 3/411 1 314" 314" 314" 314" 314" 314" 314" 2" 314" 314" 314" 2"CW www.ibigroupcom € PA E pale-engineers.com WC-2 WC-2 WC-1 WC-1 WC-1 U_2 WC-1 U_1 WC-2 WHA L_1 ESEW-1S_1 S_1 S_1 S_1 S_1 S_1 S_1 — WH-1 S_1 S_1 S_1 S_1 S_1 S_1 EWC 1 HB 1 L_2A� L_ HB-1 `��FD PROFFS l S_7 1" I S=7 " " ON 314 - - 314 FIRST FLOOR �y��-4ShPgoo��a•6 �Ig 1 DOMESTIC WATER RISER DIAGRAM SECTOR A EXPIRES 12-31-19 NONE U O 75 117— N V C4 t U) N .� o 6 _ C�3 I CIO Q o ti C) C) a) 3: -- L � � � ROOF p c c i 1" 1-112" co � LID 2112" - - - _ - - - - - - – - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I r 1-112" 1 I 14 314 1 114' 314 314 1 1 114 314 314 2 2 314 314 314 RHW I 314 314 314 314 314 314 314 314 314 314 3/4.l2-112 11/4' 314" 314" 1 1/4' 314" 314" 314" 3/4" 3 " 1 " " " I WHA 1-112 HW 1 I I I 1-112"CW-)3 W WHA 1 1 1 -0 A WHA WC-2 WC-2 WC 1 WC 1 WC-1 U_2 WC-1 U_1 I B WC 2 L_1 SS=5 WC-2 L_1 H13-1 WC-2 L_1 L_1 WM-1 SH-2L_2 L_1 WC-2 EWC-1 HB-1 L_2 HB-14 MS 1 S_1 S_1 S_1 S_1 S_1 S_1 S_1S_1 S_7 S_1 rV' P5.01 SECOND FLOOR D E 2" 1112" - - - - - - - - - - - - - - - - - - - - - - - I 2112 3 L – � – k e y p l a n �I %2-112" �— 1-112" 1.. 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HB-1 MS-1 L_2TT L_2 HB-1 L_1 EWC-1 WC-2WH-1 S_1S_1 4 P5.01 0 0 s U N 4) v FIRST FLOOR 3 2 DOMESTIC WATER RISER DIAGRAM SECTOR B project# 116055 � NONE o DIAGRAMS - PLUMBING Q GV N P6mO6 o� M� �O Om NM CSD Nm ROOF /) - P6.07 1 2" 1-112" T T- 3-112" 1/4" RHW 1-1/4"� 1-1/4" 3/4" 1-1/4"� 314" 3/4" 3/4" 1-114" 314" 1 1 314" 3/4" 1 3/4" 1-114" 3/4" 3/4" I 3" CW�� 1 WHA WHA I WHA 1 FF 1 J I — 2 WC-2 U-2 U-1 L 2 HB-1 L-1 WC 2 SH 2 EWC-1 SH-1 SH-1 SH-2 WC-2 L-' fC-1 I 1 I SECOND FLOOR 314" 1 IB 3„ I P6.06 Dull Olson Weekes - IBI Group rT7I Architects, Inc. 2" I I �� —� 907 SW Stark Street Portland OR 97205 I I I I I USA I tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com 3/4" 314" 3/4" 3/4" 314" 3/4" 1 1114" 1114' 1114" 314" 1114" 11/4" 11/4' 1114" 1114" 11/4" 314" 3/4" 1114" www.ibigroup.com I I I I I I PA E pae-engineers.com I I I I I I I I I I I I I I EWC-1 HEW H3-1 HB-1 HB 1 HB 1 WC-1 WC-1 WC 1 MS 1 WC-1 WC 2 WC 1 WC-1 WC 1 WC 1 L-2 HB-1 J-1 PR v�40 t NES 1883 9 v FIRST FLOOR b ON 1 9C-.) 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