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Plans BUP2020 -00177 SW 72ND AVENUE 4VARIINTENANT IMPROVEMENT OFFICE COPY DFL fortj , s RS Co u o o K PAcTR UST ���' OF pgc�Cs E �7 Tenant RECEIVED PROJECT #19370 Fs� I o PERFORMANCE SYSTEMS INTEGRATION CORP JUL 27 20ZO Cl TYOF TIGra+ ) -1�-, BUILDING LOCATION o PROJECT NARRATIVE BUILDING t�1'dlsl0i:' � G +-j M PROJECT CONSISTS OF REMODEL WORK TO 11 ,102 SF OF EXISTING OFFICE AND E WAREHOUSE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALL/METAL i a STUDS, SUSPENDED CEILINGS, DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA Q �yoJ� REQUIREMENTS. o 00 U) SITE MAP _------- To TBC i&u C A—o NOT TO SCALE Z� WORK INCLUDED BUT PERFORMED UNDER SEPARATE PERMIT Y o g04 Orn FIRE PROTECTION SPRINKLERING > C3 ly LO HEATING, VENTILATION & AIR CONDITIONING WORK � U) o CO ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE a N N Lo M M 1 2 3 4 5 6 7 8 - - VALIDITY OFANCE F PERMIT F A PERMIT M o 0 BASED ON CONSTRUCTION d t LO 20'-0' 20'-0- 4BAYS@25'=1 M. 20'-0' DOCUMENTSAND OTHER — — — — — — 1 BUILDING INFORMATION DATA SHALL NOT PREVENT- — - - THE CODE OFFICIAL FROM OWNER: PACIFIC REALTY ASSOCIATES, L.P. REQUIRING THE CORRECTION o 15350 SW SEQUOIA PKWY #300 OF ERRORS. OSSC 105.4 m 9 PORTLAND, OR 9722400 _ 20-0• rn (503) 624-6300 (PHONE) a (503) 624-7755 (FAX) BLDG. #: pbc198 (BLDG. H) O U CONST. TYPE.: V-B FULLY SPRINKLERED z i � 10 O 25'NOM. THIS BUILDING HOUSES MULTIPLE TENANTS. THE EXISTING BUILDING IS A SINGLE STORY BUILDING C - - - - -- OF 21 ,180 SF AND IS FULLY SPRINKLERED. THERE IS FRONTAGE ON ALL FOUR SIDES OF AT LEAST e e 60 FEET. 1L 4NACTUAL BUILDING AREA TOTALS I I 0 W B OCCUPANCY = 13,077 SF � D - - - - t- S-1 OCCUPANCY = 8,073 SF z — TOTAL 21 ,150 SF w JMIXED OCCUPANCY - NON-SEPERATED USES. (OSSC 508.3) W / ALLOWABLE AREA IS UNLIMITED. (OSSC 507.3) 1— TENANT INFORMATION TENANT: PERFORMANCE SYSTEMS INTEGRATION CORP WC)z w lw OCCUPANCY AREAS & LOADS: OFFICE COPY Z B 7,691 SF 77 OCC �CITY OF TIGARD,,. Q cn o v S-1 3,411 SF 7 OCC REVIEWED FOR CODE COMPLIANCEW of N IL G { / TOTAL 11 ,102 SF Approve� (,� z � I-- OTC: I LL = Q AREA OF WORK NUMBER OF EXITS REQUIRED Permit #: �y1� .1o�n_ O C° O Address: LL. u) z B 2 EXITS , 2 OVERALL BUILDING_PLAN - ���324 � Q A-o 1/32" = r-o^ z� S-1 1 EXITS Suite _ N, izo w I Date: p W U v co 0 CODE SUMMARY 1/1/19 0- ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL CODE 1 �; PERMIT / CONST REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: Biy OPAL In.^,: C'T;tS Rr--QU (ED • 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) State of Or8flu tituc tmi�; t REVISION • 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) • 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) l� Co1. narecesndRsidx�drigrS • 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) R ro SpeBott �nstatteeir'r-e u 2 • 2014 OREGON FIRE CODE (OFC) s �alMo��, xesre • 3' Q fleinlon:Ing�taei-8}'ra�lr83+�," fendotie 4. • ASCE-7-10 ❑ starewrel, s • ICC/ANSI A117.1-2009 5. • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE ❑ +�{gtscreY - 6. ;Q �rofc:v�:�:,uvrow 7. ,13 :7 iiifv x am Concrete © iinsuistingoom ms Fi.l 8 '❑ Spray MpilPc Fs,e REruishoe MIS DRAWN BY: ❑ Pilings, Drilled fid AMOc ' R.M.T. ❑ Shotcrete ❑ SpeGi&IS�dttrg,��'/4(tNV;AiKtF�1¢ ❑ S�1Kv�caai�!Sy�i�Eiffi sq,µ(VfiU`+,I7L'Y'i;Nn sav�v A� O �-=m 0100 00 GENERAL DATA 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM GENERAL REQUIREMENTS 0-630. DETAIL GENERAL NOTES: 1. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 7. AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR TO 48"A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES. NO SUBSTITUTES. 1. FOR WALLS UP TO 14'-O"TALL, USE 3625125-30 MTL. STUDS 24"O.C. UNLESS NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. C� (EXCEPTION: EXCEPTION AT LOCATIONS TO RECIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) 2 2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING CALLED OUT OTHERWISE IN DETAIL.USE 3627125-30 MTL. TRACK. CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED 8. AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD M"THICK WITH SQUARE,REINFORCED, HANSON CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. 2. FOR WALLS OVER 14'-0"TALL, USE 600S125-33 MTL.STUDS @ 16"O.C. UNLESS THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. CALLED OUT OTHERWISE IN DETAIL. USE 600T7 25-33 MTL. TRACK. 3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. 3. ALL WALLS:ATTACH BOTTOM TRACK TO FLOOR WITH POWDER DRIVEN OREGON EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK 11.USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH ANCHORS AT 24"O.C. V� DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THIS INCLUDES BUT MAY NOT BE LIMITED TO SYSTEM. ROOF DECK ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FINISH MATERIALS SHALL BE 4. IN WALLS WITH ACOUSTIC INSULATION, SET BOTTOM TRACK IN BED OF SEALANT. O LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE WALL CONSTRUCTION EXECUTION OR BEAM SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING 5. FOR WALL FINISHES, FLOOR FINISHES AND WALL BASE TYPE, REFER TO 111��' 4. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW PROJECT FINISH SCHEDULE. STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS. DO NOT FIELD WELD INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. MATERIALS LIGHTER THAN 18 GA. POWDER DRIVEN ANCHORS IP9ROJE-CT #19370#19370 5. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS -- SUSPENDED CLG ASSEMBLY 6. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. STRUCTURAL SUPPORTING CALCS" CARPETS. FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION 7. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND 1. POWERS 0.300 HEAD(3/4"EMBED)0.145 SHANK DIAMETER ROOF MEMBRANE TO MATCH THE EXISTING ROOF. STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN. DO NOT SPLICE STUDS. PROVIDE AT LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER. PROVIDE ALLOWABLE SHEAR=70 LBS 45° 4_0 8. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE .:•.,r.- s;,.;,F;;_:: :y:<,: •;,;,..�.r.:...:.J-,,,�y.,.,7.e U COMPANIES INCLUDE: STUDS AT CORNERS, POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP 2. 12'-0"TALL WALL WITH CODE REQUIRED 5 PSF MINIMUM LATERAL ^, a. ARROW ROOFING, 503-460-2767 AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS.PROVIDE LONG LEG (WIND) LOAD SHEAR=5 PSF ` 12'-0"/2=30 PLF . ' }W TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. 20 GA 3 5/8" METAL STUD BRACING b. PACIFIC ROOFING,503-640-31633. ANCHORS AT 16"O/C 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR SHEAR=30 PLF ` 16"/ 12"=40 LBS TO ROOF STRUCTURE AT 10'-0" c. ROOF TOPPERS,360-574-7248 THE PROJECT. OC W/(2)#8 SHEET METAL d. GOT YOU COVERED ROOFING,503-975-913 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING, INSTALL THE GYPSUM BOARD(OR AUQATOUGH) 4. UNITY CHECK SCREWS AT EACH END. BRACING L 10.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. 40 LBS/70 LBS =0.57< 1.0 OK .F TO BE PROVIDED WHERE DISTANCE AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. 5. ANCHORS AT 24"O/C _ BETWEEN PERPENDICULAR INTERSECTING 11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 7. FINISH QUALITY: SHEAR=30 PLF'24"/12"=60 LBS .:� WALLS OR HORIZONTAL BRACING COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES, ETC. THE CONTRACTOR WILL AREA PROCESS TRADE NOMENCLATURE BETWEEN WALLS EXCEEDS 12'-0"OC BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION 6. UNITY CHECK -- �' _-- O ACTIVITIES. WAREHOUSE TAPE/FINISH COAT` TIGHT DOUBLE(LEVEL 3) 60 lbs/70 lbs=0.86< 1.0 OK ''0^ MO 12.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING OFFICE/OTHER AREAS TAPE/2 FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 4) YJ *k RESTROOM FACILITIES. USG"FIRST COAT" `SAND AFTER TAPE/FINISH COAT(S) 13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. 1 GENERAL NOTES WALL BRACING DETAIL PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER Y COMMON BUILDING AREA BE USED FOR STORAGE. 8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS A-1 SCALE 1" = 1'-0" A-1 SCALE 3" = 1'-0" = d N 14.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. SHOWN ON PLANS. Q 15.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. O O) 09 53 00 SUSPENDED ACOUSTICAL CEILING 16.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 1. IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES. 20 GA 3 5/8" METAL STUD BRACING TO ROOF ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. STRUCTURE AT 10'-0" OC TO BUILDING STRUCTUREU.1Q O LO THE PROJECT CLEAN AND READY FOR OCCUPANCY. 2. TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. 2'-0" 2'-0" ABOVE FOR WALLS LONGER THAN 12'-O"WITHOUT C/) 0 � � 3. BENT OR DAMAGED T-BARS TO BE REPLACED. INTERSECTION WALLS. FASTEN EACH END WITH 18.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. Z 4. REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES-4"EXPANSION SLEEVE 1 #8 SHEET METAL SCREW 14, 19.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS. ( ) E U) Q N N ACCEPTABLE. J (D (O 20.CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. TYPICAL STUD O � I I09 9123 PAINTING -- SOUND INSULATION 4'CENTERED Of M M 21.PROVIDE"AS-BUILT"DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT" M DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED INTERIOR: OVER WALL 117 d � � PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS 1. WALLS: SUSPENDED CEILING SHALL BE PROVIDED FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS-BUILT CAD a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTOR'S FINAL PAYMENT UNTIL - - BLOCKING TYPICAL AT FASTENING POINTS. "AS-BUILT"DRAWINGS AND O 8 M MANUALS HAVE BEEN RECEIVED AND APPROVED. b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT - 22.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G - TYPICAL TRACK FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED LATEX ENAMEL. MTL. STUDS. TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF 2. DOORS AND FRAMES: INSTALL STUDS WITH WHETHER OR NOT SHOWN ON THE DRAWINGS. SAME DIMENSION 10" ; •`••• m a. NEW HOLLOW METAL-PRIME, SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR - 5/8"GYP. BRD. BOTH SIDES 23.ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N.I.C.'. ROLLED APPLICATION. F- MIN.) FOR BRIDGING O 24."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH QZQ = ALIGNMENT O PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OIL ENAMEL.SPRAY OR ROLLED APPLICATION J (D CENTER LINE OF STUD , L) 25.DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. c. WOOD-PRIME WITH ALKYD OIL UNDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S w = D- 26.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, W K AND FINISH WITH SATIN OIL ENAMEL. TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO LL �• POWDER DRIVEN 3. CEILINGS: REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. 3-1/2" BATT INSUL. IN SOUND ATTENUATION WALLS REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLY NOTED AS A SUBSTITUTION BY THE �� �•� k ANCHORS AT 24"O.C. O CONTRACTOR AND SPECIFICALLY APPROVED BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS ,- •� DIRECTED AT CONTRACTOR'S COST. a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO �� - _ - (1)#10-16 SCREW - V 27.SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. � BOTTOM TRACK. �� PER STUD FLANGE PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE / SHOP DRAWINGS FOR REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE WITH MILLER PAINT 6200 OR 4480. - -- AT NEW WALLS WITH COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. 4. GENERAL NOTES: ACOUSTIC INSULATION, 28.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS a. KEEP ALL HARDWARE, HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER FINISH FLOOR-TOP OF SLAB SET STUD TRACK IN A O CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER SPRAY LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE CONTINUOUS BED OF INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT. ALL SPRINKLER HEADS SHALL BE b. ALL SURFACES TO BE SANDED BETWEEN COATS, PRIOR TO INSTALLATION OF NEXT COAT. SEALANT U.N.O. CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE c. DURING PROGRESS OF WORK, KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY RAGS AT THE END OF EACH DAY. THEARCHITE ALL CONSTRUCTION SEQUENCING d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING WALL SECTION WITH SOUND INS. Q WALL BASE DETAIL 29.COORDMATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. �' A-1 = INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. AND SCRAPING, A-1 SCALE 1�� = 1�-� SCALE 3" i 1 -0" GENERAL e. PROTECT WORK OF OTHER TRADES. 1. REMOVE ALL EXISTING VCT,SHEET VINYL, ETC.IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR f. PROVIDE"WET PAINT"SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. 1 1 1 TO INSTALLATION OF NEW FLOORING. 10 00 00 SPECIALTIES I- 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH 10 44 16 FIRE EXTINGUISHERS A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 1. FIRE EXTINGUISHER 2A10 BC ALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) "� POLYURETHANE SEALANT. SILICONE SEALANT NOT PERMITTED. (W 07 00 00 THERMAL&MOISTURE PROTECTION 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. 1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. 12 00 00 FURNISHINGS BLDG. FLOOR OR ROOF STRUCTURE 2. PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS. 1. CLEAN/REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. SEALANT IN 1/2"SPACE, EA SIDE. 3. AT ALL UN-USED EXISTING ROOF PENETRATIONS,REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. 2100 00 FIRE SUPPRESSION : DESIGN /BUILD DEFLECTION CHANNEL 08 10 00 DOORS AND WINDOWS 1. ADJUST EXISTING SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE W CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR. SPRINKLER LAYOUT IN ALL HARD BATT INSUL. 1. RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO 2. PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP INSTALLATION. MTL. STUDS. FINISH FOR AS NEW LOOK. 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC 5/8" GYP. BD. 3. TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. MOVEMENT. NO"OOPS RINGS ALLOWED". BOTH SIDES SCREW ATTACHED /1 4. OVERHEAD DOORS;WAYNE DALTON THERMOSPAN 125,EXTERIOR WHITE/STUCCO. FLUSH STEEL INSULATED, 26 00 00 ELECTRICAL : DESIGN/BUILD '^ 2"THICK;STANDARD LIFT OPERATING STYLE WITH TRACK AND HARDWARE. OPERATION; PULL ROPE FOR GENERAL Z C=7 V) DOORS TO 10'TALL,CHAIN HOIST FOR TALLER DOORS. W 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES, ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR 5. TUNE UP EXISTING OVERHEAD DOORS FOR SMOOTH OPERATION. WORK INCLUDES: d W HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. W = W a. ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S SPECIFICATIONS. 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDING IJJ IY b. REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. � IZ c. REPLACE BENT TRACKS AND PANEL SECTIONS. 3. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER. LU d. REPLACE ROLLERS AND HINGES AS NEEDED. 4. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. Q cf) Q e. REPLACE ROPES AS NEEDED. 5. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. METERC fn a. N ]IF f. LUBRICATE ROLLERS IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO c W C'4 TENANTS MOVE-IN. Z 6. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO _ 09 00 00 FINISHES CENTER LINE OF STUD m (n Q GENERAL 1-FOOT CANDLE. BOTTOM TRACK HOUSING,WITH BATTERY BACKUP. O m O 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS.EXCLUDES LVT. 7. EXIT LIGHTS:RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHITE SEALANT IN 1/2" SPACE, EA SIDE. IL 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: FINISH FLOOR-TOP OF SLAB LL 0 a. FLOOR COVERINGS, BASE AND TRANSITION STRIPS 8. WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE Q 208V/120V POWER FROM THE 480V/277V SYSTEM. SIZE TO BE BIDDER DESIGN. �. J b. PLASTIC LAMINATESa. TRANSFORMERS TO BE ENERGY STAR LABELED. 1 1 1 H U c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR, LLI U N co 0 d. PAINT c. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C FULL HEIGHT WALL a a. TILE, MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS A-1 SCALE 1" = 1'-0" I. TOILET PARTITIONS OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM 11/1/19 SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL g. HARDWARE ASSEMBLY AND CASE. PERMIT / CONST 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK 11.FOR FLOOR POWER AND DATA ACCESS 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET a. AT RAISED SLABS: USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL REVISION 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE) b. AT SLAB ON GRADE:USE WIREMOLD RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMS 09 21 00 GYPSUM BOARD AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1"CONDUIT FOR POWER AND 2"CONDUIT FOR DATA GENERAL 12.LOW VOLTAGE SYSTEMS(TELECOMMUNICATION AND DATA)BY FUTURE TENANT. 1 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. 2. PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.C. FASTEN WITH 1"TYPE S DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND 14.000UPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. 3 INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), 15.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS, EQUIPMENT EACH SIDE AND OPPOSITE SIDES.. AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEEN SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE 4' FINISH COATS(LEVEL 4 FINISH). PAINT AS INDICATED. IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. 5" 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH 16.REMOVE ALL UNUSED DATA AND POWER BOXES AND INFILL WITH GYP BOARD. EXCEPTION-UNUSED DATA COAT(LEVEL 3 FINISH). PAINT AS INDICATED. BOXES UNDER WINDOW SILLS TO REMAIN. ALL BLANK COVER PLATES TO BE BUILDING STANDARD FINISH. 6 4. IN FINISHED SPACES FURR-0UT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER 17.REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE METAL STUDS. DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION 7 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT. OFFICE LIGHTING 8_ 6. AT ALL EXISTING WALLS, REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT GZ10 LP835. PATCH HOLES READY FOR PAINT. 2. REST ROOM-WALL MOUNTED LIGHT FIXTURE-MARK ARCHITECTURAL LIGHTING SLOT 2 LED,S2LWID 80CRI 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR 35K 40OLMF 180CRI 135K 1600LMF AS NODIM SCT EGLD MVOLT WHT NS SNS TNS DPL. DRAWN BY: PAINT 3. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35/10 L06 AR LO MVOLT TRW(IP55 LENS) R.M.T. 6. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. 4, OFFICE EGRESS LIGHTING:ISOLITE MINI GENIE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL WALL CONSTRUCTION MATERIALS MOUNT. SEE PLAN FOR EGRESS PATH.USE OF ISOLITE INVERTER AS ALTERNATE TO BATTERY IS 1. PROVIDE STUDS,TRACKS,BRACING, FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE ACCEPTABLE. INSTALLATION. 5. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL "VACANCY"AND TO TURN ON AT LAST DIM LEVEL. PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD DESIGN FRAMING IN ACCORDANCE WITH AISI SG-673. b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD WAREHOUSE LIGHTING 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR A� l AN APPROVED EQUAL. 1. LITHONIA LIGHTING LED BAY LIGHTING IBG15L SEF AFL GND MVOLT 40K 80CRI LAOZU DWH. 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8"THICK WITH TAPERED EDGES CONFORMING TO ASTM (warehouses below 20') C-36. 2. LITHONIA LIGHTING ELM LT EGRESS LIGHTING. FINISH MATERIALS (FOR BUDGET ONLY) ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. CARPET SQUARE TILE: #3082 CPT MOHAWK GROUP PTR-CARPET SQUARE "RENEGADE" HEADSTRONG BT354/QB354 MARTIN W. HANSON 358 THRILL SEEKER, FLEXLOK CONNECTORS WALK-OFF CARPET TILE: tJ� CIA KAM S, OREGON WOC MOHAWK GROUP TUFF STUFF II - STEP UP II RS 983 [RON ORE, DIRECT GLUE 5 6 7 8 USE MOHAWK M700 ADHESIVE. (M95.0 IN HIGH MOISTURE AREAS) ��� �F Og�CS (NOTE: FOR PRICING OF ALL MOHAWK PRODUCTS CONTACT: PROJECT #19370 BETH GISH (503) 704-4168 or STEPHEN DELONG (971) 201-0458 3 @ 25' = 1 0' NOM. 20'-0" BASE RF FLEXCO 4" FLAT RUBBER BASE, 071 BLACK/ BROWN, AT ALL CARPET AREAS, RC FLEXCO 4" &6" COVE RUBBER BASE, 071 BLACK/ BROWN, AT ALL HARD SURFACES. a--� U ------------------------------ ---------------------------- PAINT: Q) PT-1 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, SATIN LATEX. +r PT-2 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC 0233 DEEP MARSH, SATIN LATEX (ACCENT COLOR) 1E (AT ALL RESTROOMS USE MILLER 320-5-10 SEMIGLOSS ACRINAMEL)NOD U PT-3 MILLER 130-1-05 PERFORMANCE PLUSS - FLAT- MIX IXX79W (WAREHOUSE WALLS) L CPT OFFICE OFFICE nit il toz I OFFICE I LOBBY 9 FINISH SCHEDULE o 0 I M +� WALLS CEILINGS U 4P♦ RM# NAME FLOOR BASE - - - REMARKS RM# c 20'-011 NORTH EAST SOUTH WEST MATERIAL HEIGHT 100 LOBBY CPT/WOC 4" RF (E) PGWBY (E)WW (E)PGWB — (E)SAT 9'-0" — 100 = d v OFFICE 101 OPEN OFFICE CPT 4-RF (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-W — 101 Q N 10' ; 102 OFFICE CPT 4"RF (E)PGWB (E)WW-PGWB (E)PGWB (E) PGWB (E)SAT 9'-V — 102 0 0) 103 OFFICE CPT 4" RF (E)PGWB (E)WW-PGWB (E)PGWB (E)PGWB (E)SAT 9'-0" — 103 0 0_ O EP) OFFICE SECUR EMSTING DOOR Q Mt CLo DPOSmON. 104 OFFICE CPT 4"RF (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-W — 104 w M � -------------------- EMO ---------------------- 105 OFFICE CPT 4"RF (E)PGWB (E)PGWB toa REMovE NARDWARE (E)PGWB (E)PGWB (E)SAT 9'-0 — 105 Z 4' 4' P♦ 106 OFFICE CPT 4"RF (E)PGWB (E)WW-PGWB (E)WW-PGWB (E)PGWB (E)SAT 9'-0- — 106 L U) < m 107 OFFICE CPT 4"RF (E)PGWB (E)PGWB (E)WW-PGWB (E)PGWB (E)SAT 8'-0- — 107 (O Ecn I` M ♦ OFFICE OFFICE I ; 108 OFFICE CPT 4"RF ' " — M 0 t0 4 109 CIRC. CPT 4"RF (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 8-0 — 108 O v (E)PGWB (E)SAT 9-0- 109 OPEN OFFICE I 110 OFFICE CPT 4"RF (E)PGWB (E)WW-PGWB (E)PGWB (E)PGWB (E)SAT 9'-0' — 110 _ 1O1 ( iIi +x+ CONFERENCE ; 111 CONFERENCE CPT 4"RF E PGWB E PGWB - — _ ( ) ( ) (E)PGWB (E)PGWB (E)SAT 9-0 111 OFFICE ;:i i 112 LAN/SERVER (E)VCT 4"RC (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-0' — 112 ,Ds 113 CIRC. CPT 4"RF (E)PGWB — (E)PGWB (E)PGWB (E)SAT 9'-0" — 113 m CIRC. -: 7 i- I REMOVE 114 BREAK (E)VCT 4" RC (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-0" — 114 Co PLYWOOD 115 CIRC. CPT 4"RF (E) PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-W — 115 °J ♦ ; O 116 WOMEN (E)SV/CPT 4"RF (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-W — 116 25' NOM. 117 MEN (E)SV/CPT 4"RF (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9-0- — 117 CL Sv DPT I i 118 TESTING CPT 4-RF (E)PGWB (E) PGWB (E)PGWB (E)PGWB (E)SAT 9'-0- — 118 WOMEN 0 119 CIRC. CPT 4-RF (E)PGWB (E)PGWB (E)PGWB — (E)SAT W-W — 119 — --------------------------- 120 VEST. CPT 4"RF (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT W-T — 120 O O O 121 OFFICE CPT 4"RF (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-0" — 121 U 0 C+R5 122 TRAINING CPT 4"RF (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-0' — 122 0 Orr VCT CONFERENCE 123 CIRC. CPT/WOC 4"RF (E)PGWB (E)WW (E)PGWB (E)PGWB (E)SAT 9-6- — 123 Z O BREAK CIRC. LAN/SERVER 10. 4 OFFICE 124 CONFERENCE CPT 4"RF (E)PGWB (E)WW-PGWB (E)WW-PGWB (E)PGWB (E)SAT W-W — 124 O MEN „a „S ++2 ( OPEN zOFFICE OFFICE �� I 125 OPEN OFFICE CPT 4"RF (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT V-6- — 125 trr ; 126 OPEN OFFICE CPT 4"RF (E)PGWB (E)PGWB (E)WW-PGWB PGWB (E)SAT 9'-0' 126 CPr 24 176 CPT 127 OFFICE CPT 40 RF (E)PGWB (E)WW-PGWB (E)PGWB (E)PGWB (E)SAT 9'-0- — 127 I db 10 128 OFFICE CPT 4"RF (E)PGWB (E)WW-PGWB (E)WW-PGWB (E)PGWB (E)SAT T-W — 128 ♦ qp ♦ qp ♦ 129 BREAK (E)VCT 4"RC (E) PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-0" — 129 f I1 en i 130 CIRC. CPT 4-RF (E) PGWB — (E)PGWB (E)PGWB (E)SAT 9'-0" — 130 V OFFICE ; 131 WOMEN (E)SV 60 RC (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-0" — 131 W TES'BNG z, I I (E)SV 6"RC — � 132 MEN (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-0" 132 D ; 133 OFFICE CPT 4"RF (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 9'-0- — 1133 Z vfih 134 OFFICE CPT 4"RF (E)PGWB PGWB PGWB (E)WW-PGWB (E)SAT 9-0- — 134 CIR9• �. ♦ rs OPEN OFFICE ; 136 OPEN OFFICE Sc — (E)PGWB (E)PGWB (E)PGWB (E)PGWB (E)SAT 16'-0" — 136 (n n _ CFr 1 129 II TRAINING REMOVE I XISTING SPLIT SYSTEM ' W 122db-M-h AND EXP ADJACENT HVAC ZONE 1 I I 72'X C - NEW HDUSTI RTO WOMEPT MATCH EXISTING VEST, tat ESV CI `r\\ 120 PT CIRC. 'I 6 I 130 SXSRELrfE _ - Q J �i $ RELOCATE REMOVE FRAME w P'E'E OFFICE , OFFICE w II 1aa '�` U Z 'I MEN v cm � Z w I ,dbt32 C) 0 N L w cAL � N w/ Z C " OPEN OFFICE O ? _ - — — — — — — roR0 LL. H cl> p I I DEMO VCT AND CLEAN/ Zn > Z I I RESEAL FLOOR ui � J < co0 II 11/1/19 CONSTRUCTION LEGEND PERMIT / CONST EXISTING TO REMAIN REVISION I I EXISTING TO BE REMOVED II k, NEW STANDARD WALL WITH INS. , ADD HOSE BIB ® a' NEW STANDARD WALL WITH INS.TO ROOF STRUCTURE Z CONSTRUCTION PLAN NOTES: 3. to ELECTRICAL PANEL 4 • NEW PAINT THROUGHOUT OFFICE • PAINT ON NEW WAREHOUSE WALLS ONLY ER FIRE EXTINGUISHER IN RECESSED CAB. 5 - INSTALL BROADLOOM CARPET IN EXISTING CARPETED AREAS Es FIRE EXTINGUISHER-SURFACE MOUNTED 6. • CLEAN WAREHOUSE FLOORING OF ALL GLUES AND FLOORING. NO SEALER. 7. CEILING LEGEND s TUNE UP OVERHEAD DOORS PARTITION AND POWER PLAN 2 A-2 SCALE 1/8" = V-0" B 2 X 2 LED BLT CEILING FIXTURE DRAWN BY: R.M.T. LED HIGH BAY WAREHOUSE FIXTURE OCCUPANCY SENSOR ON EACH FIXTURE RECESSED LED LIGHT(TYP.) $ STANDARD SWITCH 3) OCCUPANCY SWITCH X CEILING OCCUPANCY SENSOR A� 2 0 EXIT SIGN(LED RED) X3082 MARTIN W. HANSON n CLA KAM S, OREGON 1 �� SCO 5 6 7 8 OF o� PROJECT #19370 3 @ 25' = 1 0' NOM. 20'-0" U - -- - I ( 1 - I Q - I I O O O Q �/�VJ co V - it R r_ `>` I 20'-0" co Q N I � � r R - o o O � 11- _------------___________ w r � z V V Q N N I � O -j O co co 0' co co \• I I R R I DJ= — 00 O a -- -- 25' NOM. --------------------------- - I Z --]A/ I- O VI I . .: I L- R I I ,Ar' I 1..� N c� I w ---gin I— V \/ A n I n n � I L_J _ ' `y I I P • F .// — — - V I cum QH IA %ill w I � s _ '�^ VJ - a w ,n U w fj I z w r----, IrI--- 1 U Z N U) < m � ILL Cn >� z L ©J I ) > J w � N ac) 0 11/1/19 ---_ 0 I CONSTRUCTION LEGEND PERMIT / CONST I I I -.-- ...� EXISTING TO REMAIN REVISION EXISTING TO BE REMOVED al NEW STANDARD WALL WITH INS. 1 ® CONSTRUCTION CEILING NOTES: p31 NEW STANDARD WALL WITH INS.TO ROOF STRUCTURE 2. 3. • REPLACE DAMAGED OR STAINED TILES AS NEEDED a ELECTRICAL PANEL • INSTALL NEW BLT LED LIGHT FIXTURES 4. • INSTALL NEW LED LIGHTING IN RESTROOMS ca FIRE EXTINGUISHER IN RECESSED CAB. 5 • SERVICE/REPLACE RESTROOM EXHAUST FANS AS NEEDED es FIRE EXTINGUISHER-SURFACE MOUNTED 6 • INSTALL NEW 1500L LED HIGH BAY LIGHTING IN WAREHOUSE 7. � REFLECTED CEILING PLAN Z CEILING LEGEND 8. SCALE 1/8" = V-0" A-3 2 X 2 LED BLT CEILING FIXTURE DRAWN BY: INDICATES COMMON PATH OF TRAVEL REQUIRING EMERGENCY LIGHTING EQUAL TO 1-FOOT CANDLE FOR A MINIMUM DURATION OF 90 MINUTES. R.M.T. LED HIGH BAY WAREHOUSE FIXTURE OCCUPANCY SENSOR ON EACH FIXTURE RECESSED LED LIGHT(TYP.) STANDARD SWITCH C OCCUPANCY SWITCH � CEILING OCCUPANCY SENSOR A� 3 H EXIT SIGN(LED RED) SHEET NUMBER GENERAL NOTES RECEIUE4. JUL 2 7 1020 11 1 A PROPOSED WORK: INSTALL SHELVING IN WAREHOUSE CITYOFTIGARD BUILDING DIVISION B ANY CHANGES TO THE WAREHOUSE STORAGE AREA OR COMMODITY TYPE MUST BE APPROVED BY THE FIRE SHEET: 1 of i MARSHAL'S OFFICE PRIOR TO COMMENCING THE CHANGE C SEPARATE PERMITS SHALL BE OBTAINED FROM THE FIRE Q MARSHALL'S OFFICE FOR ANY ALTERATIONS/ MODIFICATIONS TO THE FIRE ALARM AND/OR FIRE SPRINKLER SYSTEM(S). 5 1 / 6 \ / D IN THE FUTURE, IF ECONOMIC FACTORS DICTATE A CHANGE IN THE WAREHOUSE OR COMMODITY TYPE, PRIOR APPROVAL FROM THE FIRE MARSHAL'S OFFICE WILL BE OBTAINED 4 BAYS @ 25' = 1 0' NOM. 20'-0" W BEFORE COMMENCING THE CHANGE --- E -E CODE SUMMARY OCCUPANCY CLASS: B, S-1 V1 CONSTRUCTION TYPE: III-B I--I FIRE SPRINKLERS: YES TENANT SQ. FOOTAGE: -21 ,100 SF x V1 O N 9 w � � 20'-0" V� Z 5 6 7 8 20'-0" 20'-0" 4 BAYS @ 25=I 'NOM. _ 20'-0" Lj 9 I W � owN � 20'-0" U (n af D a, a 0- U w Z Z W Q z Q QOw � Q � Y O 10 O' wQO = O i a_ � Q d�FOG)] ® 25' NOM. ARE 0 0 rT1 r 0 w - no � N OF WORK o ® e eCD Lc3 I 0- of m cif Q Ln -- - I w ZQ � o � � 000- 0 ewe 1 Z - SITE PLANz" 4'-0" 4'-0" 4'-0" 1 Lo N � o w � Q � 4'-0" 00 36" i i i _o o - - - -- - -- 48" 0-) a- z 0 0 4.-0" 4'-0" 4'-0" 4'-0" 5'-0" 4'-0" 4'-0" a � o U � i wN O — O I i r of > 00 p OoJ1 O_ 04 Or O rN N a ZzV.Ep PRop SWrkGIN ¢ ¢ wF O w Uo SHELVING � cn ui o E � 2 DRAWING NUMBER R N 36" DEEP X 48" WIDE PLAN VIEW X 96 TALL SCALE: 1/8" = 1'-0" Og7EOF�G J THE P.E. CERTIFICATION PROVIDED HEREIN 07/10/2020 �NGQIAO Z� PERTAINS TO THE EXPIRES:06-30-2022 SHELVING ELEVATIONS SHELVING COMPONENTS ONLY. ALL OTHER COMPONENTS ARE OUTSIDE Minggiao Zhu, PE/P.Eng SCALE: 1/2" = 1'-0" THE SCOPE OF THIS CERTIFICATION. 1428 N Shevlin Court Sewickley, PA 15143 1 GENERAL PROJECT NOTES 1. DESIGNED PER REQUIREMENTS OF THE 2018 IBC,ASCE 7-16&2012 RMI RACK DESIGN MANUAL 2. SEISMIC CRITERIA =0.850,S1 =0.390, Fa = 1.160, = 1.900 (2)1/4"0 GR.5 BOLTS REQ'D GENERAL SHELVING CONFIGURATION SITE C= 1.0 (NO PUBLIC ACCESS), = 0.656,Sd1 =0.499 4, OCCUPANCY CATAG. II 1 1/211 I PER ATTACHMENT I I I SITE CLASS D,SEISMIC DESIGN ATAG. D 3. STORAGE CAPACITY: EACH END I I TYPE B RIVETIER SHELVING= 150# PER SHELF LEVEL TYP. O O I I 4. ANCHORS: HILTI KWIKBOLT TZ ESR# 1917, OR POWERS SD2 ESR#2502 OR ICC&ENGINEER APPROVED EQUAL. Z �-3 O O 11 F _TIE 3/8"0 x 2" MIN. EMBEDMENT. 0 PLATE OST (1)ANCHOR PER FOOTPLATE. w 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION °T° POST O O I I I 6. EXISTING SLAB ON GRADE CONCRETE THICKNESS&COMPRESSIVE STRENGTH 5'x 2500 PSI. 7. SOIL BEARING PRESSURE 750 PSF. ATTACH POST TO FOOTPLATE I I / \ I 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE WITH (2) #14 TEK SCREW O O OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA AND --SHELF SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 3 5/8° � I L — — — J BEAM 9. ALL BOLTS GRADE 5 OR BETTER. INSTALL TO SNUG TIGHT FIT TYP. 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING Ilk 5 3/4" I I `/ \JJJ I E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ANY,SHALL BE PROVIDED UNDER THE SUPERVISION OF A 1 ( I LICENSED DEPUTY INSPECTOR. l J 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN.OF 18"BETWEEN TOP OF THE STORAGE AND THE O O I I I CEILING SPRINKLER DEFLECTOR. W 12.SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK. 13.THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEEDS THE DESIGN BEARING STRENGTH LU 3 /8n I 1 ( I I (LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR. l J I 14.THE SHIM SIZE AND LOCATION UNDER THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE ASE PLATE REQUIRED BASE PLATE SIZE AND LOCATION. _ / \ I &ANCHOR 15.SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE NOTES: II / I _ SHEAR FORCES AT THE BASE. ( \ USE @ ALL SHELVING I I J I1 16. BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE BASE PLATE SHALL BE �J INTERMEDIATE POST LOCATIONS. NOTES: I I I CONSIDERED IN THE DESIGN OF THE ANCHOR BOLTS. Z DESCRIPTION BASE PLATE: RDSFP 5-3/4° X 3-5/8" DESCRIPTION POST: ROLL FORM ANGLE (TURH) USE AT ALL POST TO SPECIFIC SHELF 17.THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION.THE NOT A DEPICTION OF THIS PROJECT PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE a0 MATERIAL 14 GAGE THICK PLATE MATERIAL 14 GAGE STEEL BEAM ATTACHMENTS RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO Z STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI DESCRIPTION SHELF TO POST CONNECTION FOR DBL RIVET BEAM NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. 1 B. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFYy 3 SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES O SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM \ \ \ 61 DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC.THE USER 1� 1 11/16" OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY m L I 1 1/2" AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. 19. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR p� REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT..� Iq 20.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER O I o OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: (1 / G) 8"/ 36" BASE PLATE F.F. a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. y� W I o I Z 1 3/32" b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND 52 1/32• — — — — — — — — — — — — — — — REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS. d "L" POST O ® c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD,SAFE, OPERATING CONDITION. z O 2 11/16" d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED ATTACH POST TO FOOTPLATE 2" AND STABLE POSITION. ` m WITH (1) #14 TEK SCREW CD 1 1/2 MIN. EMBED. e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. �J ® f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST 3/8' POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. z 3 1/2 -- g.THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE Df W TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY ARE IN USE. g O LLI I 35/80 1 . 3/8111Ln v F 3 CONNECT TO UPRIGHT NOTES: w/(1) 1/4"TEK SCREW NOTES: USE @ ALL RIVETIER SHELVING CORNER CONFIRM O.A.L OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED "L" POST LOCATIONS EMBEDMENT IS OBTAINED. DESCRIPTION BASE PLATE: RSSFP 3-1/2" X 3-5/8" DESCRIPTION POST: RF ANGLE (LURH) DESCRIPTION DOUBLE RIVET BEAM (SS48",361 DESCRIPTION HILTI KWIKBOLT TZ ANCHOR MATERIAL 14 GAGE THICK PLATE MATERIAL 14 GAGE STEEL MATERIAL 14 GAGE NOTES: SIZE 3/8"0 x 2" MIN. EMBED. NOTE: STEEL YIELD ASTM A36, F =36,000 PSI STEEL YIELD ASTM A570, Fy=36,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI USE @ ALL BEAM LEVELS TYP. ESR# 1917 SEE NOTE #4 FOR ANCHOR SPECS. CV N I n 1/4"0 GR.5 BOLTS ¢ TYPE B RIVETIER SHELVING TYP. - ir o 96" 48"X 3611 I z X .1 .1 I 48 CC f-36 o II 6 1 .tl/8 1 9611 SS48 TYP. 48 TYP. SS36 2 11 1. I z 2 o LL j z 2 Q LL LIJJ eG aN FS S/ N m OZ z d 3 > II r II ct 68P Rr 2 II R N # 4 4 50q F aG`sY Joe N°. • �� ?�� �J 07/10/2020 NGoIAO SED-070620-28 I FRONT VIEW 0FRONT VIEW SIDE VIEW DESCRIPTION TIE PLATE (TP2) EXPIRES:06-30-2022 SHEET NO. ingqiao P.En MATERIAL 14 GAGE STEEL NOTES: M1428 N Shevl n Court s SED 1 OF 1 DESCRIPTION SHELVING RACK SHELVING STEEL YIELD ASTM A570, Fy=36,000 PSI USE AT ALL POST TO POST ATTACHMENTS Sewickley, PA 15143