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Plans (38) BUP2022 -00010 OFFICE COPY OFFICE COPY RECENED JAN 112922 �� A v� Cd3 it i�f"TiQARARD BUILDING DMS`- DUSTITIN JOHNSON MARKETCRAFT RELOCATE TO TIGARD 1 /4,01, a rfl SAINT HELENS, OR 5865 a 9 ' OF Og TIGARD,OR MARKETCRAFT TENANT 9660 SW HERMAN , TUALATIN, OR 9 062D N RELEASES (503) 537-9047 0 CONTACT: NICHOLAS ENDER 0 r Y z V a S V V Z � Z J 11�1011 m Q P O h Q N • COVER SHEET TBD CONTRACTOR •• • CSIFLS I COVER SHEET ESAfETY STREET ADDRESS CCB #:----- • • ARCHITECTURAL OR PLAN CITY, STATE, ZIP • • A4.1 DETAILS STRUCTURAL N (T): (555) 555-5555 • • 50.1 GENERAL NOTES o 0 (F): (555) 555-5555 • . 51.1 EQUIPMENT LAYOUT PLAN o CONTACT: -- • 01 S2.1 EQUIPMENT DETAILS w � a w Z o Z 0 ARCHITECT/ STRUCTURAL ENGINEER CIDA, INC. N 15895 SW 72ND AVE, SUITE 200 _ PORTLAND, OREGON 97224 --OFFICE COPY, (T): (503) 226- 1285 My OFTIGAMk VALIDITY OF PERMIT FOR CODECOBdPLL4NC$ (F): (503) 226- 1670 THE ISSUANCE OFAPERMIT APPro' I CONTACT: DUSTIN JOHNSON BASED ON CONSTRUCTION Orta i j DOCUMENTS AND OTHER = Petwatt�i' DATA SHALL NOT PREVENT Pp THE CODE OFFICIAL FROM REQUIRING THE CORRECTION swile I* OSSC 105.4 -� PROJECT DESCRIPTION LEGAL DESCRIPTION OF ERRORS, Daae ( THE PROJECT IS A CHANGE OF TENANT AND LIMITED INTERIOR IMPROVEMENTS AT AN EXISTING BUILDING LOCATED AT 8001 SW HUNZIKER STREET IN TIGARD.THE TENANT IS MARKETCRAFF WHO WILL BE RELOCATING TO THE SUBJECT PROPERTY FROM TAX LOT 00200 THEIR CURRENT LOCATION IN TUALATIN.SCOPE OF WORK INCLUDES NEW OFFICE IN OFFICE AREA, NEW SHOP IN FABRICATION AREA, ADA TOILET ROOM IMPROVEMENTS AND INSTALLATION OF PRODUCTION EQUIPMENT. TAX MAP: 2S!0',3D ARCHITECTURE DEFERRED SUBMITTALS SPECIAL INSPECTIONERER QUIRED ENGINEERING LIGHTING ZONING CODE INFORMATION State of Oregon Structural Specialty Code MECHANICAL PLUMBING ZONE: LIGHT INDUSTRIAL(I-L) Concrete and Reinforcing SteelU • FIRE SUPPRESSION F-1/5-1 STORAGE RACKING ANCHORAGE 37,136 SF Bo118 Installed in Concrete SITE AREA: 6.38 ACRES (E) CMU WALL--NO SEPARATION REQUIRED 13 spscw A5895 5W ]2ND AVE suirE zoo Moment-Ra3{$fing�rttlle Frame PORTLAND, OREGON 9 7 2 2 4 PARKING REQUIRED: ADA BARRIER REMOVAL PLAN E3RelnfPrestressing ordngSteel&P TEL : 5 0 3 . 2 2 6 . 1 2 8 5 $120,000 LIGHT INDUSTRIAL 37,136 SF @ 1.6 STALLS/1000 SF = 60 STALLS ❑ Structural A X : 5 0 3 2 2 6 1 6 7 0 PROJECT VALUATION: l Welding ing www , c 1 D A 1 N c . c o N OFFICE 3004 SF @ 2.7 STALLS/1000 SF= 9 STALLS FBStreit 13 High- no'ADA BARRIER REMOVAL BUDGET: (PROJECT VALUATION X.25) _ $30,000 3oly TOTAL REQUIRED PARKING: 69 STALLS ❑ Structural Masonry PROPOSED ADA BARRIER REMOVAL ADD STEEL HANDRAIL TO ADA RAMP GUARD: $5,000 PARKING PROVIDED: 145 STALLS ❑ Reinforced Gypsum Concrete – MODIFYEXISTINGTOILETROOM 106 TO MEET ACCESSIBILITYREQ'S: $17,500 BUILDING CODE INFORMATION I KEY PLAN C3 "�Gng'l;ed Fi:e �<rsistive Materiae ,j,F!II TOTAL: ❑ SprayApp0 •$7500 BARRIER REMOVAL BUDGET REMAINING - NO KNOWN ADDITIONAL ADA BARRIERS DESIGN CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) CS NO SCALE ❑ Pilings,Dreled Piens.and Caissons CURRENTLY EXIST. OCCUPANCY: F-I/S-1,B(NON-SEPARATED) ❑ Shotcrete CONSTRUCTION TYPE: 11-B (SPRINKLERED) ❑ Special Grading, Excavation and Filling BUILDING ENVELOPE REQUIREMENTS E3 Smoke-ConlrolSystems BUILDING AREA: ALLOWED: 62,000 SF(BASED ON MOST RESTRICTIVE F-1) DESIGN CODE: ASHRAE 90.1 ACTUAL40,140 SF ❑ Other Inspections — ROOF(ATTIC): R-49 WALLS ABOVE GRADE(WOOD FRAMED): R-20 O PROJECT LIMITS Uj O VAw Lu C-4 1 / Q O z Z LU / COVERED BREEZEWAY I I / � f O / I I 1 I / ILL O = LU rI / Q " ' 0 SITE _ ' / I u O F— C) — CSO – EXISTING BUILDING 1 / EXISTING BUILDING I 40.140 SF I t LL (SEPARATE BLDG/TENANT) EXISTING 1:12 ADA RAMP- PROVIDE I-1/Y' DIA CONTINUOUS HANDRAILS BOTH SIDES OF RAMP AND EXTEND 12" BEYOND RAMP TOP/BOTTOM LANDINGS a uI I EXISTING ADA PARKING / AND LOADING W PARKING L Ice E PARKING N COVER SHEET SHARED DRIVEWAY NORTH fftj� i SITE PLAN FOR REFERENCE ONLY) 3 VICINITY MAP CS1 I —40 0 CSI BNO.210311.01 � "— NO SCALE '� ©2022 ODP.RC/ODA ALL RIGHTS RESERVED FLS GENERAL NOTES I. MEANS OF EGRESS ILLUMINATION:CONTRACTOR SHALL INSTALL EGRESS LIGHTING SUCH THAT A MINIMUM ILLUMINATION LEVEL OF I FOOTCANDLE IS MAINTAINED AT THE WALKING SURFACE ALONG THE PATH OF EGRESS,INCLUDING EXTERIOR LANDINGS AT ALL EXIT DISCHARGES.MEANS lig OF EGRESS LIGHTING SHALL BE CONNECTED TO AN EMERGENCY BACKUP POWER SYSTEM AND DUSTIN JOHNSON SHALL OPERATE FOR A MINIMUM OF 90 MINUTES IN THE EVENT OF THE BUILDING'S MAIN POWER J SOURCE IS INTERRUPTED.SEE OSSC SECTION 1008 REQUIREMENTS BELOW FOR ADDITIONAL INFO. • u / �`l rf1 SAINT HELENS, OR LEGEND y 58+65 (E)WALL TO REMAIN (E) EXISTING (E) CMU WALL(NO SEPARATION/RATING N O I 223'-0" NEW I I I I REQUIREMENT) 44'-B" 44'-7" 44'-7" q4'-7" 44'-7" (E) CMU WALL TO BE DEMOLISHED FE FIRE EXTINGUISHER EXIT DISCHARGE: �LAMIMABLESTORAGE 25 OCC. .IS"/OCC= 3.75" BINET-50 GALLONSSTRUCTURAL FOR ANCHORAGE/BRACING (36"PROVIDED) MMABLE LIQUIDS �\ (N) INTERIOR WALL 17-1 1 1 1 �_;ilI ------ �`-- --- --------- --------- ------ ----------i- m . ----------------------------- - 4, ® I I -ice/1 «1111111 EXIT DISCHARGE _�iiiiiiii►iIIiill s: a[[Q[[Il[llIIII[IiIIIIlI1 a (E) • • • • - • • COMMON PATH OF TRAVEL ~ I I "TM 11111111 TRAVEL DISTANCE(WORST CASE) I � 1 I I I � .� � - I I i i 1111111 PATH OF EGRESS ." . COMMON PATH 60'-0" ®(E) EXISTING ILLUMINATED EXIT SIGN 355 LBS SPRAY GLU I I !® NEW ILLUMINATED EXIT SIGN OCCUPANCY LOAD TABLE EXITS EACH SPACE ROOM# NAME FUNCTION OF SPACE OCCUPANCY LOAD FACTOR AREA LOAD REQUIRED PROVIDED 101 RECEPTION BUSINESS B 150 369 SF 3 1 1 I I 102 OFFICE BUSINESS B 150 186 SF 2 1 1 c 103 OPEN OFFICE BUSINESS B 150 477 SF 3 1 1 104 OPEN OFFICE BUSINESS B 150 806 SF 6 1 1 L I 105 ME ROOM BUSINESS B -- 137 SF -- I I { BB I 106 BUSINESS B -- 64 SF -- I I WOOD STATION ROOM i I 107 OFFICE BUSINESS B 150 111 SF I I I 17 � I II I I N I METAL STATION I 108 OFFICE BUSINESS B 150 112 SF I I I N _ 109 OFFICE BUSINESS B 150 139 SF I I I o 110 FABRICATION INDUSTRIAL SEE NOTE I BELOW 36,130 SF 362 1 3 �, F 110-A SHOP OFFICE INDUSTRIAL F-I 100 7,913 SF 80 1 0 w F --------- I --------- ,.,,...�. --------- I u y ^ mm I10-B PRINT STATION INDUSTRIAL F-I 100 3,986 SF 40 1 0 = d PAINTANASH 1- w Z I p I 110-C SSTATION INDUSTRIAL F-I 100 3,700 SF 37 I 0 Q 0 II - - - - - - -- - - - - ----- - ----- ------ -- - - - -'�- -- - - -- - - - - - -- - - - - - -- - - -- - - - - - - - ---- - - --- - -- - - -- - - - 0-D M AEON INDUSTRIAL F-I 100 3,014 SF 31 1 1 O m _ FE = I FE I FE 110-E WOOD STATION INDUSTRIAL F-I 100 5,626 SF 57 1 0 N _ N J i O I I 110-F S�fAPONN INDUSTRIAL F-I 100 265 SF 3 1 0 1 i I I I 110-G SHIPPING INDUSTRIAL F-I 300 7,703 SF 27 1 1 STATION I I 1 LASER CUTTING 110-H INDUSTRIAL F-I 100 3,923 SF 40 I I STATION STATION III FIRE RISER INDUSl1L41L F-I 100 43 SF I I 0 PAINT/WASH ASH 112 TOILET ROOM INDUSTRAIL F-I -- 73 SF -- 1 3 r--- 113 HALLWAY BUSINESS B 150309 SF 3 1 1 114 KITCHENETTE BUSINESS B 150 119 SF I I I I I I I OO I 115 BREAK ROOM BUSINESS B 150 189 SF 2 1 1 116 INDUSTRIAL F-I -- 128 SF -- 1 3 I I O I I o TOTAL 701 I I NOTE I:SEE STATIONS 110-A THROUGH 110-H FOR FUNCTION,OCCUPANCY, LOAD FACTORS AND OCCUPANT LOADS FOR EACH STATION --TOTALS INCLUDED FOR FABRICATION 110 ARE THE SUM OF THE , WORST CASE TRAVEL DISTANCE: 177'-4" INDIVIDUAL STATIONS. 11111111111111 In 11111111111111111 I I - 1 = I I PLUMBING FIXTURE TABLEARCHITECTURE , I 1 OFFICE � OCCUPANCY WATER CLOSETS LAVATORIES DRINKING FOUNTAINS ENGINEERING 00F 0A ^,y 3 I I USE LOAD RATIO MALE RATIO :2.28 RATIO MALE FEMALE RATIO PROVIDEDu I N T E R I Q I I BUSINESS(B) 23 1/25 0.46 1/25 1/40 0.2875 0.2875 - -- • . INDUSTRIAL(F-1) 364 I/100 1.82 I/100 1/100 1.82 1.82 - -- I : O I 15895 SW 72ND AVE SUITE 200 SUBTOTALS 2.28 2.1075 2.1075 0 PORTLAND. OREGO 97224 REQUIRED TOTALS 3 3 3 3 0 TEL 5 0 3 i t s 1 2 8 5 ` --- 1,�J}_�- C ti0R " --- - - - - - - - I FE EXISTING 6.67 2 2 3 A2I 6 70 W W . C I D A1 IN C . C W0 M PROVIDED TOTALS 6.67 2 2 3 0 NOTES:MINIMUM REQUIRED PLUMBING FXTURES ARE CALCULATED PER OSSC 29021.1 AND AS CLARIFIED BY IBC CODE AND ____-_ ___��_ !! COMMENTARY 2902.1.1 SAMPLE PROBLEM 1.PER OSSC 2902.2 SEPARATE FACILITIES-EXCEPTIONS:4.SEPARATE FACILITIES SHALL NOT BE Jy4 I I I I REQUIRED IN BUSINESS OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT LOAD,INCLUDING BOTH EMPLOYEES AND CUSTOMERS,IS -_------- i 50 OR FEWER ONE SINGLE-USER TOILET ROOM SHALL BE PERMITTED. ^ I 1 I I PRINT STATION FLS GENERAL NOTES DESIGN CODE: 2019 OREGON STRUCTURAL SPECIALTY CODE I I FABRICATION I I RACKING STATIONF1_171I CHAPTER 10 MEANS OF EGRESS: 110- I p 1004.1 DESIGN OCCUPANT LOAD: SEE OCCUPANT LOAD TABLE THIS SHEET I ^ I I v 1005 MEANS OF EGRESS SIZING: " • 1005.3.2 OTHER EGRESS COMPONENTS: .2 INCH PER OCCUPANT H 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS: I I I • 1006.2.1 SPACES WITH I EXIT: O B OCC.:49 OCCUPANTS MAX., 100 FT COMMON PATH MAX(SPRINKLERED) F-I OCC: 49 OCCUPANTS MAX. 100 FT COMMON PATH MAX.(SPRINKLERED) I I S-I OCC: 29 OCCUPANTS MAX. 100 FT COMMON PATH MAX. (SPRINKLERED) I I I I • 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY: W 7 III�11ID[ITTI1= i [[[[Il�ll�jj�[[Ill�ll[IIITIT��[®Ulll[m�lTl�l[IT [[�iIIiTII[ [�[�€ I i� �lll[I�Q��lllll[Q��iiIiIIIT���][J]inII�IIT[[I[IT[T (111111 - LECTRICALGEAR 1-500 OCCUPANTS: 2EXITS ORACCESS TOEXITS REQUIRED. 1 I r ® I 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION • 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS: MINIMUM SEPARATION FOR SPRINKLERED f- BUILDINGS IS NOT LESS THAN ONE-THIRD THE LENGTH OF MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. N i I • 1007.1.2 THREE OR MORE EXIT OR EXIT ACCESS DOORWAYS: NOT LESS THAN TWO SHALL BE 0 W N 1 - _ _ - _ _ ARRANGED PER I007.1.1. ADDITIONAL REQUIRED ETFOREXIT ACCESS DOORWAYS SHALL BE I­- O �D FE OFFICEI� ARRANGED A REASONABLE DISTANCE APART SO THAT IF ONE BECOMES BLOCKED,THE Z O� 109 i ° ° OTHERS WILL BE AVAILABLE. Z LuN <__ BREAK ROOM OPEN OFFICE 1008 MEANS OF EGRESS ILLUMINATION F O --------- I --------- s IIS 103 • 1008.2.1 ILLUMINATION LEVEL UNDER NORMAL POWER NOT LESS THAN I FOOTCANDLE AT O W i iLWALKING SURFACE. W-- OPEN OFFICE • 1008.3 EMERGENCY POWER FOR ILLUMINATION:IN THE EVENT OF POWER SUPPLY FAILURE,AN Z Q L ------- O MEN'S 104 EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING: Q T.R. I $ I OFFICE 1. AISLES = 116 I �_ I LASER CUTTING STATION 108 2. CORRIDORS U 0-G ° 3. INTERIOR AND EXTERIOR EXIT ACCESS STAIRWAYS AND RAMPS 00 11 4. EXIT PASSAGEWAYS O I I I 5. VESTIBULES AND AREAS USED FOR EXIT DISCHARGE NOTE: EXTEND SPRINKLER 6. EXTERIOR LANDINGS REQUIRED BY SECTION 10.10.1.6. ^ I I 1 COVERAGE TO OFFICE AREAS OFFICE 23 OCC.4 D.I S"OCC 4 51 IT[l1Iiil111iT1T1111 (DEFERRED SUBMITTAL)-- 102 (36"PRO IDED 7. ELECTRICAL EQUIPMENT ROOMS. I OFFICE EXISTING SPRINKLER COVERAGE o 8. FIRE COMMAND CENTERS. 107 I NOT PROVIDED THIS AREA 11 1 1 ;� 9. FIRE PUMP ROOMS Qi 0 10. GENERATOR ROOMS. m" T.R. I ) (El 11. PUBLIC RESTROOMS WITH AN AREA GREATER THAN 300 SQUARE FEET. 112 IIiI IIIA[ ll[II®IIIIIIIIiII�IIIII' [[11SHIPPI f§I STATI'N'��[iI�[IIITIIIIIII[IIIlIIIIIlIIIiIImi�IIII[[i[IIiIIiIII[II�Q�i1111I[11IlIIIll1ill[I[ r=Tlglllllltffllllltlll[UMilillfflltt[RIHIIHNIHiltillUUMIH - V SHIPPING STATION I 4'-0" �� i �C 1008.3.4 DURATION: EMERGENCY POWER SHALL BE PROVIDED FOR A PERIOD OF NOT LESS THAN 4 0-G CLEAR ��r 90 MINUTES. CLC>st HALLWAY W C 1008.3.5 ILLUMINATION LEVEL UNDER EMERGENCY POWER EMERGENCY LIGHTING SHALL PROVIDE AN INITIAL ILLUMINATION LEVEL OF NOT LESS THAN I FOOTCANDLE AND A MINIMUM AT ANY uu1111I1[1i1L1 I I POINT OF.I FOOT CANDLE ALONG THE PATH OF EGRESS AT FLOOR LEVEL ILLUMINATION LEVELS IIlII1[LT[ 111T11i1 jj� ARE PERMITTED TO DECLINE TO.6 FOOTCANDLE AVERAGE AND A MINIMUM AT ANY POINT OF.06 RECEPTION FOOTCANDLE AT THE END OF THE EMERGENCY LIGHTING DURATION. A MAXIMUM-TO-MINIMUM I I MEN'S 101 ILLUMINATION UNIFORMITY RATIO OF 40:1 SHALL NOT BE D(CEEDED. I I C R I FIRE " WOMEN'S T.R. KITCHENETTE I ® F-1-14-1 1010 DOORS,GATES AND TURNSTILES E RISER T.R. (E) I 106 I • 1010.1.1 SIZE OF DOORS: AS REQURIED PER 1005.3.2 BUT NOT LESS THAN 32"CLEAR IN OPEN m I I = ® I O O O POSITION. rn - - -� 1017 EXIT ACCESS TRAVEL DISTANCE • TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE - - - - - - - - - - - - - - - - - - - - - - D(IT DISCHARGE: rrEXIT DISCHARGE: LAMMABLE STORAGE 24 OCC.@.i S'/OCC= 3.6" 5 OCS"/OCC= 3.75"(36"PROVIDED) 6"PROVIDED) CABINET-20 GALLONS S-I/F-I OCC 250 FEET(SPRINKLERED) FLAMMABLE LIQUIDS B OCC: 300 FEET(SPRINKLERED) ~ 1018 AISLES 5 • 1018.5 AISLES IN OTHER THAN ASSEMBLY SPACES AND GROUPS B AND M: AS DETERMINED BY NORTH 1005.1 FOR THE OCCUPANT LOAD SERVED BUT NOT LESS THAN REQUIRED FOR CORRIDORS BY e%kLi FIRE AND LIFE SAFETY PLANSECTION 1020.2. FIRE AND LIFE SAFETY PLAN LS 1 /8 = 11_011 1020 CORRIDORS (J • 1020.2:WIDTH OF REQUIRED CORRIDORS SHALL BE NOT LESS THAN: FLS 1 - ACCESS TO AND UTILIZATION OF MECH.,PLUMBING OR ELEC.SYSTEMS OR EQUIPMENT: 24 INCHES - WITH AN OCCUPANT LOAD OF LESS THAN 50: 36 INCHES. JOB NO.210311.01 ©2021 CIDA P,CICIDA ALL RIGHTS RESERVED w GENERAL NOTES I. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED ON DRAWINGS PRIOR TO START OF CONSTRUCTION. NOTIFY A/E OF ANY DISCREPANCIES. DUST/IN JOHNSON 2. APPLICABLE CODES:ALL WORK SHALL BE IN CONFORMANCE WITH ALL dj�l%/ FEDERAL,STATE,AND LOCAL CODES. ALL CODE REFERENCES IN THE DRAWINGS AND SPECIFICATIONS SHALL MEAN,AND ARE INTENDED TO BE, j IJ,SAINT HELENS, OR THE LATEST EDITION,AMENDMENT OR REVISION OF SUCH REFERENCED f' 5865 �Q STANDARD IN EFFECT AS OF THE DATE OF THE CONTRACT DOCUMENTS.3. CONTRACTOR OF Q Q Q Q Q 4. ALLL DOOR HARDWARE SHALL MEET THE REQUINATE ALL REMENTS TESTINGRED IREMEN SOF ANSA A 117.1 2009 223'-O" EDITION AND THE ADA. 5. FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY SECTION 906 OFC 44'-8" 44'-7" 44'-7" 44'-7" 44'-7" AND APPROVED BY LOCAL FIRE MARSHALL 6. LIGHT AND VENTILATION NOT INDICATED ON THESE PLANS SHALL BE PROVIDED AS PER SECTION 1203& 1205 OSSC. 7. PROVIDE EXIT ILLUMINATION AND SIGNAGE PER SECTION 1006&SIGNAGE PER SECTION 101 1 OF THE OSSC. - - A 8. SEE STRUCTURAL DRAWINGS FOR EQUIPMENT ANCHORAGE AND __ "rr STRUCTURAL REQUIREMENTS ------ =17- --- ---------.,.,.---------- --- -- ----------�-.�,w...., _ I 17 I I ...,...., 9. ALL DIMENSIONS ARE TO CENTERLINE OF NEW WALL U.N.O. LEGEND _o . I I 17 18 I 10 (E)WALL TO REMAIN I - (E)CMU WALL(NO SEPARATION/RATING REQUIREMENT) 1 26 (E) CMU WALL TO BE DEMOLISHED I I I I I I J 17 I (N) INTERIOR WALL J i 8 117 17 (N) PARTIAL HEIGHT WALL--SEE STRUCTURAL FOR b ANCHORAGE/BRACING 18 IS ,a 10 I - (E) DOCK-HIGH OVERHEAD DOOR �' 18 18 23 23 (E)AT-GRADE OVERHEAD DOOR I (� ABBREVIATIONSESTING WOOD STATION 8 i (N) NEW Ila 10 OP/OI OWNER-PROVIDED/OWNER INSTALLED OrYP -- METAL STATION OP/CI OWNER-PROVIDED/CONTRACTOR-INSTALLED N - CP/CI CONTRACTOR-PROVIDED/CONTRACTOR-INSTALLED o 10 3 FE FIRE EXTINGUISHER o SIM SIMILAR O I - -__--<__ I I - ------<-_ I TYP. TYPICAL F w 10 10 TYP18 17 2 R KEYNOTES 0 w J FE Z o ----------- - - - -- - - - -- - -- - - --------- - - - - - - ----- - - - - - - - - - - - - - - -- - - - - - - - - F - - - --- - -- - - - - - - - - - - - - - -- -- -- -- - - - -- --- - - -- 0 D� I (E) SKYLIGHT ABOVE IS UL LISTED FLAMMABLE I F I 2 T P f SIM. 1 1 O I 2 (E)COLUMN 16 CABINET FU GROUTED CMU INFILL N 2 20 I 17 3 (E) DOCK LEVELER 17 PRODUCTION EQUIPMENT BY OWNER 7 I I 4 (E) DOOR TO BE REMOVED 18 WORK TABLE(OP/OI) I I I I I " 7 I �. 17 �•° 5 (E) BARN DOOR TO BE REMOVED 19 STORAGE CABINET(OP/OI) I I O PAINTANASH STATION 6 (N)4'XT OPENING 20 COMPUTER STATION (OP/OI) r--- I 18 10 24 7 (N) TXT OPENING 21 DUST COLLECTOR(OP/CI) II I I 20 8 (N) DUST COLLECTION DUCT(CP/CI) 22 (N)CONCRETE PAD PER STRUCTURAL I I I I 9 (N) DOOR--SEE SCHEDULE AND DOOR 23 MATERIAL RACK(OP/CI) A 20 17 I TYPE ON A4.1 10 (N) 12-H HIGH-PILE RACKING 24 WASH STATION (OP/CI) I I 17 0 I I I (N) PANEL LIFT JIB CRANE--SEE 25 (E) ELECTRICAL GEAR TO REMAIN STRUCTURAL FOR ANCHORAGE. ' 17 I C 24 26 (E)DOOR PREVIOUSLY I I (9 12 INSTALL FRP PANEL WITH WELDED DECOMMISSIONED-RUN NEW DUST I I SEAMS FULL HEIGHT OF WALL(WATER COLLECTION DUCT THROUGH (E) 27 JET SIDE OF WALL) OPENING , I I 13 UL LISTED SPRAY BOOTH BY OWNER 27 3'-0"W X 3'-("H REUTE WITH 3'-6"A.F.F. NOTE:SHOP OFFICE 1 I OA IS A14 HT.--SEE 5/4.1 FOR DETAIL ARCHITECTURE HEATED SPACE AND IS REQUIRED OFFICE 14 PAINT STORAGE RACK BY OWNER 28 DECOMMISSION (E) DOOR ENGINEERING TO MEET ENVELOPE REQUIREMENTS I IOA (WATER-BASED PAINTS ONLY) I I INDICATED ON COVERSHEET. I I I I I I J I I 0 0 I0 0 WALL TYPES 15895 SW 72ND AVE SUITE 200 C I o I iFE ..„., PORTLAND. OREGON 97224 - - T E L : 5 0 3 . 2 2 6 . 1 2 8 5 ❑A PARTIAL HEIGHT INTERIOR PARTITION F A X : 5 0 3 . 2 2 6 . 1 6 7 0 I 2X6 WOOD STUDS AT I6"O.C.TO 4'-0"A.F.F.(9'-("AT SIM.CONDITION)WITH 5/8"GYP. BD. w w w . c I D A I N c . C O M 10 0 10 10 I 19 1 27 I o EACH SIDE--SEE DETAIL I/A4.1.SEE STRUCTURAL FOR BRACING AND ANCHORAGE o REQUIREMENTS I �_ NON-BEARING INTERIOR PARTITION 10 10 10 10 I I I I I I I 1 3625162-33 METAL STUDS AT 16"O.C.TO UNDERSIDE OF CEILING WITH 5/8"GYP.BD. EACH I SIDE INSTALL WATER-RESISTANT GYP. BD.TOILET ROOM SIDE. PROVIDE THICK GLASS OR MINERAL FIBER SOUND ATTENUATION BATT INSULATION FULL CAVITY-SEE DETAIL 2/A4.1. Q I I I I I TYP. PRINT STATION ❑C INTERIOR PARTITION 18 I I ITR 3625162-33 METAL STUDS AT 24"O.C.TO 9T-O"A.F.F.WITH 5/8"GYP.BD.EACH SIDE. PROVIDE PROVIDE THERMAL INSULATION MEETING THERMAL ENVELOPE REQUIREMENTS ON SHEET RACKING STATION I i FABRICATION CSI WHERE INDICATED--SEE DETAIL 3/A4.1. 110- I 11 I E I 1 17 0 0 10 10 10 I 10 I 17 ( O k I I I I 20 10 10 10 10 I 10 18 I I I A La o � o � 25 5 16 J k3-0"k T-7" v 0 I m ----- m FE 9 1 > W N ----- - ------ -- - - - - - - - - �- - - -- - - -- LLJ - - ------ - - - - - - - - - - - - -- - --- - - - - 6 - - - - - - ---- - - - - ---- - -- ---- - OFFICE --- - - - - —r- -- ---- -- - - - - D Z O D\ I I I I7 FI09 � Q N ❑ ❑ v0 10 I 2 OPEN OFFICE w Z Q P. ¢ BREAK ROOM (E)109-A 03 LL O .b i --------- I 1 i --------- i I i j I IIS I Q � I I I - ----- I I 1 LL -- -- I ce - -- - - i 18 (E)1018-AOPEN OFFICE 0 10 I I 19 104 Q 0 MEN'S 10 I I 10 i OFFICE i = T.R. I P. 08 B U ' O ® 0 10 10 I I ❑ O O 28 LASER CUTTING STATION LAW 19 I_0 7G (E)107-A OFFICE L I I 102 I I I OFFICE I O I I 107 I (E) 03-AEn T.R. I 20 I I 8 II Q V 18 i SHIPPING STATION i 18 �.., I I � J�= ^� 17 I10-G S HALLWAY 66` -' 113 ■ ■ l v w.....,. I I I 19 VR 15� W9 4I 17 -� Q - RECEPTION _ IB 18 IS 19 ..0i MENS w 101 17 KITCHENETTE n WOT.R. 114 17 FQ FIRE T05 RISER I O 1(E)I10-H 110-G E 110-F E 110-E E 110 D 111 U 110-B I 110- iEp - - - - - - - - - ........... 1 ) - - - - A& 7 �J s 0 s NORTH FLOOR PLAN FLOOR PLAN 1• 1 /811 — I 1-011 Alel JOB NO.210311 A I W ©2021 ODA P.CJODA ALL RIGHTS RESERVED 6"25 GA.STEEL JOISTS AT 2'-0"O.C. 12 GA.SPLAY WIRES NO GREATER THAN UNLESS NOTED OTHERWISE y 45° FROM HORIZONTAL PLANE 0 6'-0" W DUSTIN JOHNSON O.G., ATTACH TO BOTTOM OF NEAREST an JOIST ABOVE EXISTING SUSPENDED CEILING ilk SAINT HELENS, OR 5885 OF Og 12"LONG 1 5/8"UNISTRUT P 1000 W/(4) #10 SELF TAPPING SCREWS INSTALLED 5/8 GYPSUM BOARD WITH WASHERS i' 3-1/2"SOUND ATTENUATION BATT 5/8 GYPSUM BOARD Li MDF OR PLYWOOD CAP WHERE SCHEDULED w CONT.TOP TRACK-ATTACH TO STRUT- STEEL STUD WALL DOUBLE Z STUD NOTCH CEILING TILES AROUND EACH STEEL STUD WALL(DOUBLE PLAN S AT ALL JAMBS) PER ANGLE STIFFENER PER STRUCTURAL o ATTACHMENT LOCATION 5/8"GYP. BD. HEAD CONDITION STUDS AT ALL JAMBS) PER -71 g METAL STUD PARTITION PER PLAN PLAN HEAD CONDITION HOLLOW METAL JAMB CORRIDOR SIDE HOLLOW METAL JAMB WOOD STUD PARTITION PER PLAN WITH (1) LAYER METAL STUD PARTITION PER PLAN BASE PER SCHEDULE BASE o BASE PER SCHEDULE BOTTOM TRACK TO FLOOR WITH SEE DOOR SCHEDULE Z ANCHORS AT 4'-0"O.C.(MAX)AND AT BOTTOM TRACK TO FLOOR WITH g ANCHORAGE PER STRUCTURAL CORNERS AND ENDS POWDER DRIVEN ANCHORS AT 4'-0" d o (MAX) O.C.AND AT CORNERS AND ENDS a NOTE:WIRES TO BE CONNECTED BY LOOP AROUND STRUT/JOIST WITH ... . . , . ... .: ..: .:... ... GLASS o MINIMUM OF(3)WRAPS OF END 1/2"GLASS STOPS BASE AROUND MAIN WIRE WITHIN 3"OF CONTINUOUS BEAD CONNECTION IAMB CONDITION JAMB CONDITION NON- HARDENING RESILIENT CAULK WALL TYPE 'AWALL TYPE 'B' K-3 WALL TYPE 'C 4 TYPICAL INTERIOR DOOR DETAIL s TYPICAL INTERIOR RELITE DETAIL 1"3 3/4"= 1'-0" 4.1 3/4"= 1'-0" 092900-04B 4.1 3/4"= I'4" 4. 3" = P-0" 08100-04 4. 3"= I'-0" DOOR SCHEDULE o TYPE OPENING DOOR FRAME ASSEMBLY o NO. TYPE WIDTH HEIGHT THICK MAT'L FINISH MAT'L FINISH HDWR FIRE RATING NOTES 1 Io3-A 4 GENERAL NOTES u 103-B -0" I /4 IN PAINT 2 - I. ALL ACCESSIBLE TOILET STALLS AND ACCESSORIES SHALL COMPLY WITH IBC U 0 ' 104-A -o WOMENS -- SECTION 1109 AND ANSI A l17.1-2003 CHAPTER 6. F w Z E 104-B „ 7, Q 2. SEE PLAN FOR FIXTURE PLACEMENT a Z O 105-A 3'-0" T-0" T.R.I3 3. PROVIDE HOOKS AT ALL RESTROOM DOORS FOR SINGLE-USE T.R.AND FOR 0 3 106-A 1 3/4" SC STAIN PAINT I - ALL OTHER T.R MOUNT HOOKS AT 48"AFF TO COMPLY WITH ICC AI 17.1-2009. O m 107-A -0' - - - - 1 O 4. ALL DIMENSIONS FOR FIXTURES AND ACCESSORIES ARE FROM FACE OF FINISH - N 108-A �-o --T-oa 109-A '-0" 7'-0" - - __ L.. A TO CENTER LINE. (E)110-A 6 - 110.6 - E i iaE_= 6" 11 - -- -- -- -- -- -14'-6" 181-0a6 8 B - - - A B KEYNOTES 110.E - I -6 II'-o" A4. I 110.G I '-6 I GYPSUM WALL I10-H - 0'-6" 11'-0" 110.) 9 2 (E)WALL MOUNTED PAPER TOWEL DISPENSER 110-K - '-0' -- - - - 4 8 2 9 2 3 (E)WALL-HUNG SINK W/FAUCET 110-L A 0" T-0" 3/4" HM PAINT HMKD PAINT 3 A4.1 3 10 III-A '-0" - - - 5 1 4 (E)MIRROR MOUNTED AT 42"MAX AFF. 112 A - - 4 I16-A - - - - 8 � S (E)ADA WATER CLOSET-FLOOR MOUNTED ABBREVIATIONS HARDWARE TYPES 8 DA GRAB BARS SEE DETAILS 10&1 1/A4 1 sc SOLID CORE WOOD A SINGLE FLUSH DOOR 3 6 (N)A - ' TYPE I -PRIVACY TYPE 2-PASSAGE TYPE 3-OFFICE HM WELDED HOLLOW METAL (1-1/2)PR BUTTS (I-12) PR BUTTS (1-12) 12 PAIR BUTTS 7 (E)WALL-MOUNTED SOAP DISPENSER HMKD HOLLOW METAL KNOCK-DOWN i EA.PRIVACY LOCKSET W/ o _ 5 EXISTING O (I) EA PASSAGE LATCH (1) EA OFFICE LOCKSET B 8 (N) FEMININE NAPKIN DISPOSAL-SEE DETAILS I I/A4.1 , (� OCCUPANCY INDICATOR (1) EA CLOSER (1) SET SILENCER (N) NEW (1) EA.CLOSER (1) SET SILENCER (1) EA WALL STOP (1) SET SILENCERS (1) EA WALL STOP 9 (N)TOILET PAPER DISPENSER--SEE DETAILS I I/A4. (1) EA WALL STOP 10 (N) SEAT COVER DISPENSER--SEE DETAILS I I/A441 ARCHITECTURE (1) KICKPLATE(PUSH SIDE) C D I I (N)ADA TOILET ROOM IDENTIFICATION--SEE DETAIL 9/A4.1 ENGINEERING s DOOR TYPES ENLARGED TOILET ROOM 106a TOILET ROOM 106 ELEVATIONS • 4.1 1/4" = I'-0" 4.1 = 1'-0" 4. 1/4" = 1'-0" 15895 SW 72ND AVE SUITE 200 PORTLAND. OREGON 97224 T E L 5 0 3 . 2 2 6 . 1 2 8 5 F A X 5 0 3 . 2 2 6 . 1 6 7 0 8 STAINLESS STEEL SIGN W/BLACK W W W C I DA I N C . C O M GRAPHICS&LETTERING 6"GRAPHIC AREA FOR PICTOGRAM ' O O LETTERING;5/8"SIZE MIN., RAISED 1/32" MIN. Q GRADE 2 BRAILLE NOTE: WHEN SELF RIMMING NOTE:ALL ACCESSIBLE TOILET SINK IS USED,2'-10" m STALLS AND ACCESSORIES MEASUREMENT IS TO TOP OF SHALL COMPLY WITH UBC SEC. SINK RIM RATHER THAN 1 109.10.5 AND ADAAG 30. SEE PLAN TOILET PARTITION COUNTER MIRROR 12" AX 36"MIN. PAPER TOWEL 2 UNSEX 42"MIN. WHERE INDICATED GRAB BAR SEE PLAN FOR FIXTURE ANSI 604. Z " , PLACEMENT. PARTITIONS AS 39"-41" ON PLANS F INDICATED ON PLAN. FLUSH MOUNTED �T 24" N 12" DISPENSER& Z TOILET SEAT GRAB BARS PER ANSI MIN DISPOSAL- FLUSH \ MOUNTING LOCATION: O SIGNS SHALL BE INSTALLED ON THE COVER 604.5 MOUNT TO WALL F WALL ADJACENT TO THE LATCH SIDE DISPENSER PROVIDE ALTERNATE SANITARY NAPKIN ILL OF THE DOOR WHERE THERE IS NO m Z TO.. Q WALL SPACE TO THE LATCH SIDE OF - E 1 I/4"TO I I/2" LOCATION DISPENSER IN MIRROR b THE DOOR INCLUDING AT DOUBLE 112" LEAF DOORS,SIGNS SHALL BE PLACED SURFACE OR FLUSH J WAINSCOT a WOMEN'S T.R. SEE FINISH ON THE NEAREST ADJACENT WALL MOUNTED TOILET SCHEDULE o SEAT COVER Z I LAVATORY TO MOUNTING LOCATION SHALL BE SOCONFORM TO THAT A PERSON MAY APPROACH DISPENSER _ M M F GRAB BAR ANSI 1103 X X W WITHIN 3 INCHES(76mm)OF SIGNAGE _ M M M � SECTION 00 6 606 � � F WITHOUT ENCOUNTERING NO SCALE SEE PLAN FOR Z a, PROTRUDING OBJECTS OR STANDING FIXTURE F r-� - ^ b WITHIN THE SWING OF A DOOR PLACEMENT. - - PIPE INSULATION PARTITIONS AS7"-9" Ln INDICATED ON TOILET PAPER DISPENSER FLUSH VALVE P-3" MIN. M PLAN. LOCATION, BELOW GRAB OPEN SIDE OF 6"_f 8" O ua� N SIDE WALL BAR--PER ANSI 604.7 ROOM OR STALL REAR WALL u_ Lij 9 TOILET ROOM IDENTIFICATION 10 GRAB BAR 11 FIXTURE MOUNTING HEIGHTS z O z 4.1 3 = v-o° 01400-oz 4.1 NoscA�E loeoo-o1 4.1 �8' = v-o° Z wj z O O LuLu I Q Q U O O LLI V H W ce a 0 s D s DETA_S A4. JOB N0.21031 I A I 9 w ©2021 ODA P.C7ODA ALL RIGHTS RESERVED Immummom �QEO PROFFS �O O`g<��G1NE,R s'0y1Z. 7 CODE REINFORCING 2019 OREGON STRUCTURAL SPECIALTY CODE, OSSC 2019 1. DEFORMED BARS ASTM A615,GRADE 60. WELDED BARS ASTM A706, GRADE 60.WELDED OREGON WIRE FABRIC PER ASTM A185,WIRE PER ASTM A82. 9FA MBER%h 2. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE CLASS "B"TENSION LAP SPLICES. IN eFKAH HUSGa DESIGN CRITERIA ACCORDANCE WITH ACI 318,CHAPTER 12. LAP SPLICES IN COLUMNS SHALL BE STANDARD EXPRE3. �3O/Z3 COMPRESSION LAP SPLICES PER LATEST EDITION OF ACI 318.STAGGER ALTERNATE SPLICES WIND LOADS: A MINIMUM OF ONE LAP LENGTH. LAPS IN WELDED WIRE FABRIC SHALL BE MADE SO THAT BASIC WIND SPEED(3 SECOND GUST)=98 MPH THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS EXPOSURE CATEGORY= B NOT LESS THAN THE SPACING OF CROSS WIRES PLUS 2 INCHES. F = 27.79 PSF 1.0*W FupLIFT=21.94 PSF I.0*W 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING BAR SPACINGS GIVEN ARE EARTHQUAKE: MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK DOWEL SEISMIC PARAMETERS: ALL VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION RISK CATEGORY 11 BEFORE PLACING CONCRETE.CONCRETE COLUMN DOWEL EMBEDMENT SHALL BE A IMPORTANCE FACTOR= 1.0 STANDARD COMPRESSION DOWEL EMBEDMENT LENGTH ACCORDING TO THE LATEST MAPPED: SS=0.862 S,= 0.394 SITE CLASS: D EDITION OF ACI 31 B. DESIGN: SDS=0.69 4. CLEAR CONCRETE COVERAGES AS FOLLOWS: LATERAL FORCES: Fp=0.34*WEIGHT FOR AIR-SIDE HVAC AND MOTOR CONTROL CENTERS EQUIPMENT CAST AGAINST& PERMANENTLY EXPOSED TO EARTH ------------3" Fp=0.1 1*WEIGHT FOR WET-SIDE HVAC AND COMPRESSORS EXPOSED TO EARTH OR WEATHER Fp=0.276*WEIGHT FOR CRANES, PAINT BOOTHS AND PARTIAL HEIGHT WALLS #6 OR LARGER----------------------------------------2" #5 OR SMALLER----------------------------1 I2" COLUMNS (TO TIES) --------------------------1 1/2" GENERAL ALL OTHERS PER LA EST EDITION OF ACI 31182 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. STRUCTURE CONTRACTOR RIINGCONSTRUUVIDE ALL CTION. SUCHSURES MEASURESS SHALL INCLUDE,DEECT THE BUT NOT MIN. REINF. BAR SPLICE LENGTHS IN CONCRETE BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION ESTABLISHED PER ACI 318 SECTION 12.2& 12.3. OF THE ABOVE ITEMS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH BAR SIZE LAP DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH A/E. GR 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS I3 60 22" OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. #4 60 29" 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS,SUCH o N STANDARDS S-iALL BE THE LATEST EDITION AND/OR ADDENDUM. /5 60 0 o & ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, NOTES: Y ~ MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES,DRAWINGS I. VALUES SHOWN ABOVE ARE FOR CLEAR,COVER OF I BAR DIAMETER MINIMUM AND w w AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CLEAR BAR SPACING OF 2 BAR DIAMETERS MINIMUM.WHERE COVER OR BAR SPACING IS U a LESS THAN THIS INCREASE LAP LENGTH BY 50%. w Z 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR Q Z ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE 2. NO BUNDLED BARS. 3 J ALL DETAILS. O m 3. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE. N _ N 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS,THE GREATER REQUIREMENTS SHALL GOVERN. 8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW POST-INSTALLED CONCRETE ANCHORS SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. I. ADHESIVE 9. ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL @ LIKE CONDITIONS. A. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS CONCRETE B. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-14 SECTION 17.1.2, MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: FOUNDATIONS 3000 PSI ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS 2. CONCRETE MIX DESIGN PER ACI 318 CHAPTER 5 (BUILDING CODE REQUIREMENTS FOR C. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE REINFORCED CONCRETE) SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER TO ACI 318-14,SECTION 17.8.2.2 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO 3. MAXIMUM W/C RATIO FOR FOUNDATIONS AND WORK NOT EXPOSED TO VIEW 0.58 VERTICALLY OVERHEAD ORIENTATION TO SUPPORT SUSTAINED TENSION LOADS SHALL BE MAXIMUM W/C RATIO FOR SLABS AND WORK EXPOSED TO VIEW 0.48 DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER(AAI)AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI AND IN ACCORDANCE WITH ACI 318-14,SECTION 17.8.2.2. 4. MAXIMUM SLUMP 4"PLUS OR MINUS I". PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. NOTE:THE STATE OF OREGON DOES NOT 5. CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH REQUIRE ADHERENCE TO ACI 318-14,SECTION 17.8.2.2. OSSC 2019 SECTION 1704. 2. MECHANICAL 6. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON A. MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO GRADE MAY BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS,ETC. INSTALL MECHANICAL ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED 7. CAST CLOSURE POUR AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. INSTALLATION INSTRUCTIONS. IS89S SW /2ND AVE SUITE 8. UNLESS NOTED OTHERWISE ON DRAWINGS,ALL CONCRETE SLABS ON GRADE SHALL BE BOUNDED BY CONTROL OR CONSTRUCTION JOINTS SUCH THAT THE ENCLOSED p D R T L A N D, OREGON 9 7 2 2 4 AREA DOES NOT EXCEED 400 SQUARE FEET. T E L : 5 0 3 2 2 6 1 2 8 5 F A X 5 0 3 2 2 6 1 6 7 0 9. DOWELED CONNECTIONS TO EXISTING CONCRETE TO USE"HILTI" BRAND HIT-HY 200 WWW , C I D A i N C . C 0 M OR SIMPSON SET-XP ADHESIVE. SPECIAL INSPECTION PROGRAM REM CONTUXX S (3) PERK= (3) REFEFENM STANDARD COMMENTS Q CONCRETE 1) INSPECTION OF REINFORCING STEEL - X ACI 318: 3.5, 7.1-7.7 2) INSPECTION OF ANCHORS CAST IN CONCRETE - X ACI 318: 8.1.3, 21.1.8 3) INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS A. EPDXY ANCHOR INSTALLATION X - ACI 318: 17.8.2.4 PER ICC-ES REPORT FOR ANCHOR B. MECHANICAL ANCHOR INSTALLATION - X ACI 318: 17.8.2 PER ICC-ES REPORT FOR ANCHOR 4) VERIFYING USE OF REQUIRED DESIGN MIX - X ACI 318: CH. 19, 26.4.3, 26.4.4 IBC 1904.1, 1904.2, 1908.2, 1908.3 5) AT THE TIME FRESH CONCRETE IS SAMPLED TO X - ASTM C172 IBC 1908.10 FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C31 O SLUMP AND AIR CONTENT TESTS, AND DETERMINE ACI 318: 26.5, 26.12 THE TEMPERATURE OF THE CONCRETE 6) INSPECTION OF CONCRETE PLACEMENT X - ACI 318: 26.5 IBC 1908.6-1908.8 FOR PROPER APPLICATION TECHNIQUES 7) INSPECTION FOR MAINTENANCE OF SPECIFIED CURING - X ACI 318: 26.5.3-26.5.5 IBC 1908.9 W TEMPERATURE AND TECHNIQUES 8) INSPECT FORMWORK FOR SHAPE, LOCATION, AND - X ACI 318: 26.11.1.2(b) DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED PROGRAM FOOTNOTES: t/) M (1.) THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2019 OSSC CHAPTER 17 BY A CERTIFIED OLL Lu N SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS AND THE SPECIFIC GENERAL Z O N 0\ NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION Q REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTORS AND BUILDING OFFICIAL ANY MATERIALS WHICH Z af Lu FAIL TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. Q O SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. O W = (2.) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER lu 2019 OSSC 1704.2.5 Z W Q (3.) CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING < N U_ THE WORK REQUIRING SPECIAL INSPECTION (2019 OSSC 202). PERIODIC SPECIAL INSPECTION MEANS THAT THE O SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. OD Law V I- W a 0 0 QO V GENERAL NOTES 3 s e u • 0 JOB N0.210311.01 w ©2022 CID0.RJCIDA ALL RICMS RESERVED ffirmlawimm NOTES: I 1 I I 1 I • SEE ARCHITECTURAUMECHANICAL DRAWINGS FOR DRAINS,SLOPES,AND OTHER agU vROFFSB I 1 I I I I FLOOR DEPRESSIONS NOT SHOWN. V�°j ��G�NE�cR �Oy • SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS,AND WALLS NOT I I I I I I SHOWN. I I I I 1 I I OREGON ry„ Wt' �FKAH HO _____- ___'" _ _ __ __ __ ___ __ I NOTE:ALL DETAIL CUTS SHOULD BE CONSIDERED TYPICAL @AT 3 1 "`" 1 LIKE CONDITIONS. Ems 6�30�Z3 4 I PLAN KEYNOTES I I I I .._�, I I I I 1 O (E) BUILDING PERIMETER I ....,.,. 11 O (E) 6"CONCRETE SLAB 2 i 1 1 O (N) 17,000LB MAX WEIGHT ACCURPRESS PER I/S2.1 I I O 4 (N) 2,870LB MAX WEIGHT BANDSAW ANCHORED PER 2/S2.1 I I 1 i 1 I I 1 I 1 7 1 1 _,,.. I I ....... 5 (N) 8.000L6 MAX WEIGHT MORBIDELLI N 100 ANCHORED PER 2/52.1 I I I Og (N) 5,520LB MAX WEIGHT COJET ANCHORED PER 2/52.1 1 I I I I I (N) 5,200L6 MAX WEIGHT HYDRAULIC PRESS BRAKES 2 ANCHORED PER 3/52.1 I O (N) 23,200LB MAX WEIGHT WATER JET ANCHORED PER 4/S2.1 I _________ (N) 2,500LB MAX WEIGHT 200GAL.AIR RECEIVER ANCHORED PER 5/S2.1 14 i /\/\� I i i i i 1 1 10 (N) 710LB MAX WEIGHT JAB CRANE PER 6/S2.1 -- _- --------- > __, ... I1 1 N 3,600LB MAX WEIGHT BOOTH 1t 9 I O ANCHORAGE TO FLOOR WITH 3/8"x3" TITEN HD AT 48" O.C. I S2.1 S2.1 =1 I 12 9'-0"PARTIAL HEIGHT WALL WITH 2x6 STUDS AT 16"O.C. HIGH LOW - - - - - - - - - - - ---- - - - - - --- - -- - - ---- - - - - - - - --- - - - ----- - - - ---- - - - ------ ---- - - ---- ------ --- -- -- - - - - -- - - - - - -- -- - - - - - 4'-0" PARTIAL HEIGHT WALL WITH 2x6 STUDS AT I6"O.C. ANCHORED PER B/S2.1 O I I 12 1 I 14 18"O EXRTERIOR 7.5PLF MAX WEIGHT DUCT PER 7/S2.1 3 N I N o 2.1 15 (N) 7,700LB MAX WEIGHT DUST COLLECTOR PER 14/52.1 o Y F U � I 2 � I I I u 7,-p.. r- _-� I .,..,.. I I ..,.,,.,.., w Z HIGH LOW I i o 3 0 �-( 8 Ki1 0 ° O m o/ \--/ I o SIM.S2.1 .1 = j I I N - o I w 3 O I - °' 5 I 2.1 I I I I 15 I I i I 1 i i 1 I I i I I I i I I I i 1 I I i 1 1 I - - - - - - - - - - - - - - ------- - -- - - 111I --- - - - - - - - - - - - - - - - - ----- IIII - --- - - - ------------- - - - - --- IIII - - ---- Ill - I� - --_-- - - - - - ----- - - - - - - - � 1 I I I I I I I I IS895 SW 12ND AVE SUI 1200 2 I PORTLAND. OREGON 97224 6 T E L : 5 0 3 2 2 6 1 2 8 5 1 I I I E A X 5 0 3 2 2 6 1 6 7 0 I I I I IW W W C I D A I N C C O M I I I I I I I I I 1 I I a I oC 73 a I I I I I I t ------- - - - - - - - -- ----- - - ---- ---- -- - - -- - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - D I I 1 --------- I I --------- � Lu II I I I = I I I I I I I 1 I [[ M V `w` ,, � Y I I I Z O N iLuJ ::) O LL O W ° I r: 1 I I Q? Q Q N ! r1 D � co I I I I 1 I I I I 1 1 9 I I I � I I - - - - - - --- --- - - - - - --- - ---- - ----- ------ - - - - - - � W 1 FOUNDATION PLAN ce S'tl 1/8" = 1'-0" a 0 5 D s 1Q�UnPMENT LAYOUT u a N u 51 . 1 g JOB NO.210311.01 w ©2022 GDA 7.JCIDA ALL PoGFfiS RESERVED f�%ED PROFFB �O #OI NEER B�Oy 1Z O � 7 (N) 200 GALLON AIR TANK yR OREGON ry PER PLAN fi+ O B ~BER 1►. `�, � //,—EQUIPMENT PER PLAN H HUSG� oEXPIRES: ('/30123 O o WATER JET PER PLAN o YDRAULIC PRESS BRAKE PER PLAN (N)ACCURPRESS SIMPSON 3/8"0x4" TITEN HD IMPSON 1/2"0x4" TITEN HD 3/4"0 SIMPSON TITEN HD EACH PER PLAN EACH FOOT MIN.--(4) TOTAL MIN. EACH FOOT MIN.--(4) TOTAL MIN. CORNER--(4) TOTAL MIN. o (E) SLAB ON GRADE (E) SLAB ON GRADE (E) SLAB ON GRADE I I 3/4"TITEN HD AT EACH d° ° d °° ° ° e d° ° d °° ° °° ? e d° d �� ° ° z 3/4"TITEN HID AT EACH //—/H a ° a e d ° ° ANCHOR POINT-- (4)TOTAL e " ° a ° d ° ° ° e ° d ° e e d ° ° d ANCHOR POINT-- (4)TOTAL ° a a ° z (E) SLAB ON GRADE FrF (E) SLAB ON GRADE I _- I I- I -III-I I I _I-I I-I I -I I -_I I I _I-III-III-I I-_I I i _ _ , j ( I I—III—III—III I I (—III—III—III I I I—III—III—III ••• • -11- I �I�I� X17 ��i�li�1 117 ANCHORAGE FOR EQUIPMENT WITH i ACCURPRESS ANCHORAGE 2 SHORT PEDESTAL LEGS 3 HYDRAULIC PRESS BRAKE ANCHORAGE 4 WATER JET ANCHORAGE 5 200 GALLON AIR TANK 52. 3/4" = 1'-0" 52 1 1/2" = 1'-0" 52 1 1/2" = 1'-0" 52_y 1 1/2" = i'-0" S2 3/4" = V-0- CH STUD W/ #12 SCREWS @ 3"O.C. N - N N � N � O JIB CRANE PER PLAN — cy PLAN VIEW PLAN VIEW o — UNISTRUT P 1000 AT EACH STRAP LOCATIONS �N PROVIDE AT U F ENDS AND @ = a O' 4'-0"O.C. v O 77 w w w Z Z 1) EQ. EQ. 0 O m "x I 0"x4"WIDE N _ N PLAN VIEW N z DUCT F MAX. WEIGHT (E) SLAB (6) 3/4"0 EPDXY ANCHORS PER PLAN L3x3x3/I6x 3'-0" E SLAB WITH SIMPSON AT—XP EPDXY AND 2x2x1/4 PLATE WASHER CONCRETE POST BASE AT EACH ANCHOR 2x6 AT 16"O.C. (2) 1/2"0 SIMPSON TITEN HD Z ANCHORS W/4"MIN. EMBED (E) SLAB ON GRADE CONCRETE POST BASE "x I 0"x4"WIDE o+ Z 1 3/16" 6"MIN.CONCRETE SLAB OR n _77 SGA I/2"WIDE STEEL STRAP AT 8'-0"O.C.MAX FOUNDATION :r ATTACH TO WALL WITH 3/8"0 BOLT TO UNISTRUT 2x6 SILL PLATE ° e ° iid ° d ° UlLj"ll - (N)4xBLOCKING POST PER PLANe l l d ° ° ZII° a ° e d F BETWEEN STUDS ATe ° °L1d a �� ° e ° ° d STRAPPING WHERE I/4"0x3"SIMPSON SDS SCREWS EACH END OF ° ° a ° ° e 16 ° REQUIRED UNISTRUT TO STUD OR BLOCKING ° d d +1 POST PER PLAN (E)WALL ELEVATION VIEW ° d H (—III—III—III 1'-4" MIN. LATERAL WALL BRACING @ 4'-0" PARTIAL 1'-8" MIN. 6 IB CRANE ANCHORAGE 7 18" HORIZONTAL DUCT TO EXTERIOR WALL tl s HEIGHT WALLS 9 POST AT END OF WALL 10 POST AT CENTER OF WALL 52 1 1/2" = 1'-0" S2 1 1/2" = 1'-0" S2 1 1/2" = 1'-0" SZ 1" = 1'-0" S2. 1" = 1'-0" IS89S SW 12ND AVC SUM 700 PORTLAND. OREGON 97224 1 E L 5 0 3 . 2 2 6 . 1 2 6 5 F A X : 5 0 3 2 2 6 1 6 7 0 W W W C I D A I N C C O M 4'-0" MIN. WALL CONTINUES AT SIM. 3" 3" CONDITION WITH SIMPSON _ A34 BOTH SIDES OF POST SIMPSON A34 INSTALLED WITH #9x1 " SCREWS DOUBLE 2x6 TOP 1 PLATE DOUBLE 2x6 TOP (3) 16d NAILS AT PLATE SPACE CORNER TOP PLATE LAPUST COLLECTOR SPLICES 4'-0" MIN. PER PLAN — — WALL WHERE I CENTER SPLICE OCCURS OVER STUD WALL BEYOND DOUBLE 2x6 TOP PLATE (8) 10d (0.1480x3") LAP TOP PLATES NAILS MIN. BETWEEN A A O W POST PER PLAN OCr� N U- LU N ~ O r TOP PLATE AT POST 12 TOP PLATE SPLICE WALL CORNER CONNECTION uj o Z J z S2 i" = 1'-0" S2 1" = 1'-0" S2 1" = 1'-0" LL Lu O W I « « I Q cn U O 000 LAWi I ' I I I i I V i I I W I � I I I i + + i ce I I (4) STAINLESS STEEL SIMPSON 1/2"0x4" PER I I BASE PLATE 1/S2.2 "s 0 s 1 h 5 (10) #5 BARS T&B lyI I b l l I�I I I I EQUIPMENT DETAILS 7'-0" (8) #5 BARS T&B FOR CONCRETE COLLECTOR S . DIMENSIONS PLAN JOB NO.21031101 DUST COLLECTOR ANCHORAGE S". 3/4" = 1'-0" ©2022 COA P._7CIDA ALL PoGI RS RESERVED