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Plans (17) BU P2019-00235 OFFICE ""'' OFFICE' COPY CIAL INSPECTION REQUIRED Sof Oregon Stnictural Specialty Code ,,-- '-----at Concrete and Reinforcing Steel GENERAL NOTES IC 1/ at Eons Installed in Concrete L ALL WORK. AND MATERIALS SHALL CONFORM WITH TWE 11. PROVIDE FIRE EXTII�IGUISHERS AS REQUIRED BY IBC AND STOREFRONT RENO VA TION - SUITE 'N' tt F -; Marti '. [) Special Moment-Resisting Concrete Frame 217 APPLICABLE STANDARDS OF THE 7014 OREGON STRUCTURAL LOCATE PER FIRE MARSHALL'S DIRECTION. (I) FIRE ( `4 5PEC1ALTr CODE, A COPY SHALL BE MADE AVAILABLE AT Tl-4E EXTINGUISHER PER 3000 SF. OF BUILDING. AREA WITHIN 15'-0` 16200 SW PACIFIC HIGHWAY 4. '''_ [, Reinforcing Steel& Prestressing Steel Tendons P PROJECT SITE AT ALL. TIMES BY TEE GENERAL CONTRACTOR. TRAVEL DISTANCE BETWEEN EXTINGUISHER EXTINGUI5HER8 1.L ► I,,, - 41.INGLI.DING AMERICAN WITH DISABILITIES ACT (ADA.) RATED-4A E--Lb Structural Welding REQUIREMENTS, OREGON PLUMBING SPECIALTY CODE. OREGON TIGARD OR 97224 / 7 ' I;iigh-Strenght Bolting MECHANICAL SPECIALTY CODE, OREGON ELECTRICAL SPECIALTY 12. MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT EXT. CODE, AND LATEST EDITIONS AND OTHER APPLICABLE STATE AND CHT_ WALL PENETRATIONS FOR MEC+-1, ELECT, PLll"1BINCs AND r' F I1V s [� Structural Masonry 'AMENDMENTS 45 ADOPTED 3Y "HE GOVERNING CITY OR COMMUNICATIONS CONDUITS, PIPED AND SIMILAR SYSTEMS PER - COUNTY, AS WELL AS LOCAL GOvERNING AGENCY'Q Reinforced Gypsum Concrete RE ORDINANCES, INTERNATIONAL BUILDING CODE SECTION 1, APPLY APPROVED PROJECT TEAM ,1 LAWS. RULES, GULATIONS AND PROJECT CONDITIONS OF FIRE STOPPING MATERIAL WAIN WERE REQUIRED TO MAINTF RE T I LAN D / Q Insulating Concrete Fill CO APPROVAL. NOTHING IN THESE DRAWINGS SHALL BE CONSTRUED RESISTIVE INTEGRITY OF RATED ASSEMBLIES_ N T TO PERMIT WOR( NOT CONFORMING TO THESE CODES. ❑ Spray Applied Fire-Resistive Materialslit El STANDARDS OR REQUIREMENTS, 13. CAULK AND SEALAMTS - USE PRIMERS AS REQUIRED BY OM+IER A R G W I T E C T O. ler. O sailings, Drilled Piers and Caissons MANUFACTURER. BACKING RODS OR TAPE A5 RECOMMENDED BY HELSIN HOLDINGS 2. A SEPARATELY BOUND PROJECT h1AMlJALI� G�IGATiONv AND MAr1t �4GTt�lQER USE POLE UREtNANE SEALANTS AT CONCRETE 3bll SILL #GOOD AVE. THE OWNER'S SCOPE OF WOR( ARE A PART OF THESE DRAWINGS FLOOR AND SIDEWALK JOINTS, ALL OTHER LOCATIONS USE 'EN BELANIGW P:949 ?'.31 4A� X 304 SUITE 700 [} ShotcretE ' HESLlN HOLDINGS, INC_ F; 949 ?91 X493 PORTLAND, OR 911239 AND CONTRACT DOCUI ENTS. INCLUDING THE OWNERS, SMART I POLYSULFIDE OR SILICONE. 23421 SOUTH POINTE DRIVE, SUITE 210 JOHN*HESLMNJ;OLOING5Ccei (5®3)220-6511 Q Speciai Gracing. Excavation and Filling FINAL ING.*GENERAL CONDITIONS OF TEE CONTRACT FOR CONSTRUCTION' LATEST EDITION, UMlCH 15 MADE A PART OF `4. VEHICULAR ACCESS MUST Ise PROVIDED AND MAINTAINED LAGUNA HILLS, CA 9?b°r3 WU►IJ-IESL fl COM FAX 15m3)??0-95t8 ❑ 5noke-GontroiSystersu /I TtaESE DRAWINGS AS IT APPLIES TO THE OWNER CONTRACTOR, SERVICEABLE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. ARII'ECT ❑ tomer Inspections �� X \ AND ARCHITECT AND ALL MATTERS PERTAINING TO TWE ALL CONSTRUCTION WORK PROVIDED FOR HEREIN IS TO BE TILAND/SC14'IIDT ARCHITECTS, P.C. CANSTFElCT1ON WORK IMPLIES FULL ACCEPTANCE OF THESE rCpNSTRLJCTED AND FINI$1-IED N EVERY PART IN A GOOD AND 3b11 SW HOOD AVE. SUITE 700 / GENERAL REQUIREMENTS. SUBSTANTIAL MANNER AND IN ACCORDANCE WITH THE DRAWINGS PORTLAND, OR 91239 603-2204E11 '� AND SPECIFICATIONS, THE R�t1LL INTENT OF THE SASE_ ANY WORK FRANK SCr�-11DT - (rarisacx�Mdt�ttlen�i midt�vm 5@3-2�@-8518 F SW DURHAM RQ 0 3. CONTRACTOR SHALL VISIT THE SITE. FAMILIARIZE THEMSELVES REQUIRED BY LAW, BUT wick MAY NOT SE SPECIFICALLY CCRECEIVED Q WITH EXISTING CONDITIONS AND REVIEW AND UNDERSTAND THE MENTIONED HEREIN, SHALL ! PERFORMED BY THE CONTRACTOR CM /$�TRilGTLR� b�IGk�IEER �9 ` REQUIREMENTS OF THE CONSTRUCTION PLANS AND Of THE IN ACCORDANCE WITH THE LAWS OF CITY, GO1 4TY, DISTRICT, OR ---- ---- AUG 2 2019 /FL.,..... SITE CONTRACT DOCt�1ENT$, CONTRACTOR IS RESPONSIBLE TO STATE UNDER IWIGN ,IURISDICTICN WAY COME AND COST SHALL VLMK ENGINEERING 4 DES .'� IGN BRIAN DIJ1ta3AL (CIVIL) 4 ITV OF TIGARD VERIFY ALL EXISTING ON-SITE AND OFF-SITE CONDITIONS BI= BORNE BY THE COR�tTRACTOR. ANY SU:W EXTRA WORE SHALL INCLUDING ALL DRMENSI NS, GRADES, ELEVATIONS, SOILS AND BE PERFORMED N CONFORMANCE WITH THE PLANS, BOTH A5 t0 STEPHEN STENBERG (STRIUGT) 503-222-4453 ILDING DIVISION EARII4UORK CONDITIONS WITH RESPECT TO THE WORK THE MANNER AND APPEARANCE. ALL WORK SHALL BE 3° 3 SW KELLY AVE DESCRIBED ON THESE CONSTRUCTION DRAWINGS T6ROUGI-IQI T PERFORMED IN ACCORDANCE WITH CURRENT EDITION OF IEC_ AS PORTLAND. OR 51239 �j] THE DURATION OF CONSTRUCTION, ANY DISCREPANCIES AND/OR REQUIRED BY GOVERNING AGENCIES_ P:5@3-222'4453 Iowa . �� UNEXPECTED CONDITIONS THAT EFFECT OR CHANGE THE JJORK DESCRIBED HEREIN SHALL BE f3RCU WT TO THE ARCHITECT'S 15_ SOLELY AS A CONVENIENCE TO THE BRIEF THE ARCHITECT MAY -/ ' rti ATTENTION IMMEDIATELY UPON NOTICE_ CONTRACTOR SHALL NOT INCLUDE DOCUMENTS PREPARED EEE CERTAIN OWNER'S PROCEEDECX WITH ANY OF THE WORK IN THE AREA OFDISCREPANCCONSULTANTS / VENDORS (OR INCORPORATE THE VICINITY MAP hID7 TO SCALE RESOLVED. N Um" 0 k IE TIE CONTRACTOR S UNTIL ALL CHOOSE CH RTO DO SO, AND FAILSISCREPANCIES DOCUMENTS RECOMMENDATIONS 15Y THE ARCHITECT) WITH NLTANTS / EHE SET OF E TO NOTIFY THE ARCHITECT IN A TIMELY MANNER THEN IT IS DOCUMENTS ISSUED BY THE ARCHITECT: IT BEING EXPRESSLY UNDERSTOOD, THAT THE CONTRACTOR SHALL BE PROCEEDING UNDERSTOOD THAT, BY &AID ISSUANCE, THE ARCHITECT ASSUMES Z OZ Z cyt16 i . _ AT HIS OUN RISK AND WILL ASSUME ALL LIABILITIES AND INCUR NO LIABILITY FOR THE SERVICES OF SAID CONSULTANTS / , _ SW DURHAM ROAD ARCHITALL ECT, TOTS OILIER L AND/OR GOVERNING AGENCY.vE THE ISSUE TO THE ACCEPTANCE VENDORS. SHEET INDEX F- ',;�. _ . C OR TO REFER TO OWNERS CONSULTANT'S / VENDOR'S e ! k b' DRAWINGS. DO NOT SCALE DRAWINGS, CONTRACTOR SHALL dE �RN�Ca FOR GOORR7INATION AND RESPONSIBILITY OF WORK DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON -- . -,. ._ ... - RESPONSIBLE FOR ALL GORR; ECTIONS AND REPAIRS lREQLE RED CONTRACT. `y1 . -- DUE TO ITS FAILURE TO DO SO. COST' CF CORRECTING WORK ri: itzc, -71__, BASED ON MISINTERPRETATION BY CON'Re4CTOR OF IT Ate- FLOORS IN PUBLIC AREAS SHALL BE OF NON-SLIP SURFACE �~ iiiiiiiiiiiiimL el UNREPORTED DI°SCREPANGIES SHALL BE BOfRik= BY THEtN COMPLIANCE WITH DI=PARTMENT OF �IEAL'H SERVICES GODE3 CONTRACTOR � THE STATE OF OREGON. rf4 ccii � z � TITLE SWEET I 0 i L I ...._ _ , 4. CONTRACTOR SHALL VISIT THE SITE PRIOR TO COMMENCING WITH IS. ALL CONTRACTORS, SUB OR GENERAL BIDDING OR TDA �1 >) 3 THE WORE TO DETERMINE IF ANY UTILITIES ARE REQUIRED TO I5E CONSTRUCTING ANT PORTION CF THIS PROJECT SHALL BE -GELD ^ ' I REMOVED AND RELOCATED AND SHALL NOTIFY, IN WRITING, THE RESPONSIBLE TO REVIEW AND INCLUDE IN ANY BID SUBMITTED AR�CNNTEGTUM?AL , _ - � �- --� _____ r_=7:r_ ARCHITECT AND UTILITY COMPANYilliall i°101 k gq . CONTRACTOR SHALL FIELD ALL OTHER DRAWINGS AND SPECIFICATIONS ERICH FORMA PART • VERIFY AND INCLUDE ANY AND ALL DEMOLITION NECESSARY TO OF TI,ESE CONSTR�,IGTION DOCUMENT$ INCLUDING, 8137 NOT •1 FLOOR REFLECTED FLAN- _ CI) ~ \J COMPLETE ALL IMPROVEMENT WORK IN TWE CONTRACT AND LIMITED TO ARCHITECTURAL GENERAL NOTES, STRUCTURAL, AIR „, O ,-; / SHALL OBTAIN ALL NECESSARY PER4 MITS TO PERFORM TWE CONDITIONING:. PLUMBING. AND ELECTRICAL AND EQUIP-RENT 0 C5 /e L.--_,...-;)0,,:,: ,,#' 7" - PRQ,�GT WORK OPERATION AREA A PART OF TEES CONTRACT. PLAN AS MAY APPLY TO SAID TRADE. A3.1 PARTIAL IAL EXTERIOR I # INTERIOR ELEVAT` __ rira9 CC fk IC) ii ILL ‘N ).17:,,,, - 9. THE PLUME5ING, '"'lEGHANICAL, ELECTRICAL. REFRIGERATION. AND 19_ PROVIDE SEGtJRET'" .�►ND SAFETY BARRICADES AS REQUIRED. .-- - `_� - ____._ � I I I --- .A6,1 .-----�_ DECOR DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL USE D WALL 9 GTIGd3HIIIIIII !� � / / DR.411JhNG5. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL 20. DO NOTSCALE - / / / CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS DIMENSIONS SIECEU1 ON THE DRAWINGS AND ACTUAL FIELD 462 WCL SECTIONS _... • I I I I - CC / / / / SEEGRE THE INSTALLATION OF PLUMBING, MECHANICAL, MEAS. UREMENTS, NOTIFY THE ARCHITECT IF ANY DISCREPANCIES MI DETAILS • / 4:11C 0 / EE''' / REFRIGERATION. ELECTRICAL WORK OR DECOR ANY ARE FC DI 1 [ I LI tsi) E DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE - 'EE' / CONSULTANTS' DRAWINGS SHALL BE BROUGHT TO THE 21. CONSTRUCTION DUST CONTROL: DURING CONSTRUCTION DUST / / ARCHITECT'S ATTENTION FOR :LAR;FIGATION, AND WORKINSTCONTROL MEASURES SHALL BE REQUIRED_ faRADINCs WILL BE �'��`L ---�--- -_�- �---- . f / SHALL ED CORRECTED IN TBYITTHE H TGENERAL HE HITCONTTRACTORAL DR ATNI HIS DISCONTINUED DURING PERIODS OE HIGH WIND F. OVER 15 MILES SSC. �C INFORMATION • _ y2 OEN EXPENSE, AND AT NO EXPENSE TO THE OLNER, ARCHITECT, PER HOUR). ALL HAULING TRUCKS SHALL WAVE LOADS COVERED SEE SEC INFORMATION • OR CONSULTANTS, OR WETTED AND LOADED BELOW THE SIDEBOARDS TO MINIMIZE / / DUST, (APPLIES TO DEMOLITION. GRADING I CONSTRUCTION) fT;#1,E/.." / .i` _Ito PARTIAL F Al N (,- ACMMON USE. ARCHITECT IHR WILL 'FI DRAWINGS Or AYE IN - COMMON WILL DEFINE INTENT Or ANY QUESTION. 22. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR ' �� '� - ++ ,;',":74 AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER ! , 1. ALL COST FOR NON-STRUGraRAL RELATED INSPECTION,$, AND DISTRIBUTION FACILITIES (POtL1ER POLES, PULL-BOXES. MTERIGR ELEVATION � � 0OP I '� �� ' THE GENERAL CTONTRACTOR! tlNLE55 NOTED 0TALL BE THE 5 NENRWBSEIIN THTY ESPECIFICQ ONS I PS, VALVES, METERS, AR O ECES, ETG LTOR THE S. LOCATION OF kOOK-Ur_ THIO YT�', RIl f ti� lb I PROJEC' MANUAL. CON91RNJCTION SHALL NOT SE WITHIN TEN FEET CF ANY. IaOtLER S3. 5 EEL 17ETAILS - .. . - PROJECT NO. �,, I�. * LINES-WHETHER OR NOT THE LINES ARE LOCATED ON TUE S .1... e - = 8. CONTRACTOR MALL PROVIDE PUBLIC PROTECTION TO PERSONS PROPERTY. FAILURE TO COMPLY MAY CAU?rE CONSTRJCTI N , 10 NE AREA-,A " ♦ „ - - AND PROPERTY DURING CONSTRUCTION AS NECESSARY PER DELAYS ANpICiR ADDITIONAL EXPENSES. CITY OF TIGARD H I� ti�-� I ; 1 CITY OR COUNTY CODE REQUIREMENTS. CONTRACTOR SHALL VALIDITY pFs PERMIT R>�rr,<,G�r FOR[UDE COMPLIANCE Dare : -- ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ALL JOB 23. ALL APPROVED SEISMIC GAS SNaTOFF VALVES WILL BE OF WORK ' I 7 a - I if SITE CONDITIONS I~.GLUDING THE SAFETY OF PERSONS AND INSTALLED ON THE FUEL GAS LINE ON THE Q'OU.N STREAM SIDE OF THE ISSUANCE or~A PERMIT per& a-I -20I9 I r ,,_1 M l I F FRoPERTY AND THE R PROTECTION FROM DAMAGE, FIRE, INJURY THE UTILITY METER AND BE RIGIDLY CO. NECTED TO THE BASED O CONSTRUCTION OTY v`� RAM, BY : / 1 -- - - - �"t OR LOSS, -NCLUDI�IG COMPLIANCE WIT I-1 APPLICABLE 05Jr1A. EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL S AND OTHER NAP E - DATA SHALL NOT PREVENT 1 I� CWEGICED 1ST : SAFETY STANDARDS. THIS REQUIREMENT ALL INCLUDE SUCH GAS PIPING_ GaP�`1ERGlAL ADDITIONS AND WORK MAY RE Pcrrn�lt#: D THE CODE OFFlCIAL FROM REQUIRING THE CORRECTION Address: L r, A,.e , ,-; c 1-I L . FMS PRECAUTIONARY MEASURES TO PROVIDE AND CON$TRUGT SEPARATE PLUMBING PERtrII" TEMPORARY CONSTRUCTION FENCES, COVERED WALKWAYS, (AS PRO I�IECT SHALL R APgPYLY THECITY) CONTINUOUSLY DURING SCAFFOLDING,THECOURSE Cf ANDf 24. STTANNDARDSITDIFFER AND MOCONSULTING RESTRICTIVEnENGINEERSDRAWINGS AND OF ERRORS. OSSC 105.4 Suite #: ,�,�, a Data 9+ ,-) _J V REVISIONS ► LOCATION CONSTRUCTION OF Ti-itS PROJECT AND NOT BE LIMITED TO UNLESS$ THE GC_ OR SUB-CONTRACTORS BRING THEM TO THE NORMAL WORKING HOURS. IT IS UNOERSTOOO THAT THE ARCHITECT'S ATTENTION DURING THE BID PROCESS. • SUITE �+ ARCHITECT AND CONSULTANT' JOD SITE OBSERVATIONS ARE NOT ?9. CONTRACTORTO FRAME ROOF OPENINGS FOR HVAC AND OTHER MECHANICAL I SUITE TE INTENDED TO INCLUDE THE ADEQUACY OF THE CONTRACTOR'S 25. A COPYOF THE EVALUATION REPORT AND/CR CONDITION OF OR ELECTRICAL wow. 11-IERE REQUIRED_ CONFIRI" W/ STRUCTURAL ENGINEER 'N' 'M+ SAFETY MEASURES. THE CONTRACTOR SHALL DEFEND, INDEMNIFYLISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. SHOULD UNITS MOVE FROM LOCATIONS NOTED. IV AND HOLD THE QUER AND ARCHITECT HARMLESS FROM ANI' AND ALL LIABILITY`, REAL OR ALLEGED. IN CCI NEC'ION WITH THE 28_ STOREFRONT, SPANDREL, AND ELECTRIC SSLID:NC; ENTRY DOORS 30. ALL OPENINGS TO BE CAULKED, SEALED, OR WEATHER-STRIPPED_ ALL I PEpir-ORMANCE OF WORK ON TNI$ PROJECT, EXCEPTING FOR SHALL COMPLY WITH THE REQUIREMENTS OF INTERNATIONAL FLASHING AND ARCHITECTURAL SHEET METAL TO BE MINIr"u'1 24 GA. .� LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER ENERGY CONSERVATION CODE, SECTIONS C303 AND 0402. PRE-FINISHED ID'-0' LENGTHS, PER SMACNA MANUAL UNLESS OTHERWISE NOTED, I ARCHITECT, OR ENGINEERS. PRODUCTS SHALL HAVE NFRC RATINGS. 31. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS PANES IN DOORS, 9. IF THERE ARE TRENCHES OR EXCAVATIONS FIVE FEET (5'-0'a. OR 21_ IT SHALL BE THE GENERAL CONTRACTORS SOLE RESPONSIBILITY GLAZING WITHIN A 24' ARC OF A DOOR OPENING. GLAZING WITHIN ErOF THE MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO TO ENSURE THAT ALL PERMITS ARE ATTAINED AND ALL FLOOR (AND 15 OVER 9 S-O, FT. PER PANEL) SHALL BE TEMPERED GLASS OR DESCEND, CONTRACTOR SHALL OBTAIN NECESSARY PERMI` APPLICABLE CODE REQUIREMENTS AND REGULATIONS ARE MET LAMINATED SAFETY GLASS PER ICC SECTION 24063 FROM THE STATE OF OREGON OSHA PRIOR TO ISSUANCE OF FOR MECH. ELECT, AND PLUMBING WOtRIE. THE OWNER WILL PAY -- - 01 -. I BUILDING PERMIT. FOR ALL. OTHER CHARGES, FEES, OR COSTS CHARGED BY THE 32_ GLAZING - PROVIDE GLAZING PER !BC AND LOCAL JURISDICTIONAL ENERGY 1.3105 Amt - Cover eihnot R3UILDING AND CONSTRUCTION DEPART`1ENTS, UTILITY AGENCIES CODES. INSULATED UNITS SHALL BE CLASS 40 GLAZING WITH LOW ARGON GAS. 10. CONTRACTOR SHALL VERIFY, IN FIELD, ALL ELEVATIONS, FLOW OR PRIVATE COMPANIES WHICH REQUIRE SUCH COSTS PRIOR TO LINES, EXISTING CONDITIONS, AND POINTS OF CONNECTION WITH INSTALL 4710N5 33. VAPOR BARRIERS - CONTINUOUS APPROVED vAPOR BARRIERS SHALL BE ADJOINING PROPERTY. ANY DISCREPANCIES SHALL BE CALLED INSTALLED ON THE HEATED SIDE OF ALL TWERIAL_ INSULATION .NSTALLED. NO A TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH 28. REPETITIVE AND TYPICAL WALL SECTIONS, FINIS...ES, AND DETAILS KRAFT FACED INSULATION ALLOILED, I WORK. CONTRACTOR SHALL OBTAIN KY'1l WRITTEN AUTHORIZATION ARE NOT INDICATED EVERHERE THEY OCCUR ON PLANS, ! i I # I -- FROM THE ADJOINING PROPERTY OuNER PRIOR TO COMMENCING ELEVATIONS AND SECTIONS. REFER TO DETAILED ou,re. 34. PRE FORMED WEATHER BARRIERS SHALL BE PROVIDED AT ALL PENETRATIONS . Q o "` I ANT WORK WHICH REQUIRES USE CF, OR ANY IMPROVEMENTS TO CONTRACTOR TO PROVIDE AS IF DRAM IN FULL. SUCH AS ELECTRICAL JUNCTION BOXES, i-iOSE BIBS. ROOF DRAIN OVERFLOWS: TI-IEIR PROPERTY. ETC• ^. 01 PROJECT SITE SCALE1/0 TO CITY OF TIGARD Approved by Planning Date: k-16-1q Initials: Sc . . 7 =IMP . OSP 'C . I 1 1 & i , ilve r 1 N 1 • '' ;4c I LI I • `, [1,r,1, ,ORI — I ! If a I --- I _ _ _ _ _4_.... _ _ _ _ _ _____ _. _ _ _. _ ____. _ _ _ _ _. _ _ ...... . _ ..... _. _ _ .4.. .1. ...........,.., 5 OF Otk II ISLAND / I 1 I S C H 1'x'1 I D T ! t` ARCHITECTS, PC. 361t 51.U. MOOD AYE. I ! I PORTLAND, OR '312039 1 3) 220-8511 I I I 1 FAX (503) 220-8516 7ii t 0 I 11 I 1 1 i 1 1 1 i 1I CC ___ ,__ - - - - - - - - - - - - -- _ -- - - - - - - - - - - - - -I - - - - I - iiIi 1„,... Ic A CV fk 0 -- Allik9gmii. 11„,„, 0R 7.F; 0) ik REFLECTED CEILING PLAN . 7( z i,i ,..al o c� SUITE SNI __ _ _ it ! Z 1... z ;,46 Ca N , az I Ik , LL. NM GOLIX M, W 25 540 S.F. - I p N CQLU1"M, I NEW COLUY"1N, I E 6TMUCT. SEE 5TRIJCT. EX[ST- SEE STRUCT. •, itlbT, EXIST_ SEE STRUG:. c EXISTING Ods 21-a" A NEW OPENING 6'-S' 2'=8' NEW OPENING 2m'-0` - • , T '8 NEW 4OPENING 24•-41' 0 Lu cl II`-i�• + 12.•2" I-�-•las, 7 -4• F Ix. 1 I A'-A• 5'" ' Ar-1115" 4'-I ' S'-Q4" 44'•II' 't Ar.lig' r 4'-Irm' •• � 4`'II• , -. , 11"111 1°110 k lc( _ _ - - - _ 4_ - . F r— Cii cc,) c„cz GOLttM, VERIFY , 1 [ NEW NEW' 4. ... 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T- . x . 1 _ j TVI ACJ - - - - �`�' i I I 19IO51�E EXIST, EAST Ixiet l 2•-8' EXI5TING h'-b' ExI5TI Il'-6' 2'-8' EXISTING 20'-�' 1+ I EXISTING 25' 4' DATE l l 8-[9-?0I9 I I Ank 1 la DRAWN t3Y = ' A4sa AS.IVW I A62NAP [ 41110 8 CHECKED >3Y 6 FI`1,5 9 REVISIONS rORf� -- — FLOOR PLAN 74. _ 1_0. 1 l ,S WS h..4" - ham Piano AREA oc K work e 0 KEY PLAN AXJ tt.t. .14 , Az.r4 is ott 4,7 toP t do n & . f Ale • " R!!vr..„ ..., t 4,44N34 Adif / 3 3 ii174 'c OF OW A 5 A E3 TiLAND i SC 1.4 m i DT ExISTIts6 _ Ancwilects„ P . 26'4' v 2 -a* Immo =SIZROVITIE/ 361I 5AL MOOD AVE.. 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I ,� i^ ___ I I j#��,, F bn /' '� f - g f^,' }'Y - j _a+`'�^'*� c .:" t i3+'� ; n lug Th •,� f =.f° f _`"� 1 1 €aT7�F1' 1 I STOREFRONT r,� °` 'S"-' LIIt 1"7E1�'tt15FJ'+ . x • GRID 'fit' • sRIO `IS' EXISTING , .,�--' = E IST11 __."—Th , ` rs MASONRY / 11A RI' ED E0 i –)sit- 7ADETAIL 78DETAIL DETAIL � IfL DETAIL L X 3')0i'.01 3*is'1'-0• ,IIIII,�,IIII� x`31'- ��IIIIII 3` 1'- 9 3'•1'-0' . SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, 100 POUNDS CEMENT). COMPLY WITH ASTM C-494. HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS. TECHNIQUES,SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE"COMMON" NAILS UNLESS OTHERWISE UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE,OUR WORK IS 6. ACCELERATORS: POZZUTEC 20+ NON-CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN NOTED. ALL NAILING SHALL COMPLY WITH IBC FASTENING SCHEDULE PER CHAPTER 23. LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. THE COMPLETED STRUCTURE(WALLS, EXTERIOR PAVING, ETC.), CALCIUM CHLORIDE IN THE OBTAIN ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS. INTERIOR SLABS ON GRADE. QUANTITY(DOSAGE)TO BE DETERMINED BY CONTRACTOR AND e. NAILS AT ROOF, FLOOR,AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR 5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. APPROVAL OBTAINED FROM ENGINEER BEFORE USE OF ACCELERATORS. CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. CHECK AND RESINK IF NEEDED, IMMEDIATELY BEFORE ROOFING. 6. WHERE REFERENCE IS MADE TO ASTM,AISC,ACI OR OTHER STANDARDS,THE LATEST ISSUE 7. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. f. BOLTS-SEE DIVISION 5, METAL. SHALL APPLY. g. CORROSION PROTECTION: 8. PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 15'-0"ON CENTER EACH WAY 1. CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS WITH 7. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH: MAXIMUM UNLESS OTHERWISE SHOWN ON PLANS. SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER OR HANGER A. 2012 INTERNATIONAL BUILDING CODE(IBC)AS AMENDED BY THE STATE OF OREGON MANUFACTURER(USE MOST CONSERVATIVE)FOR SPECIFIC WOOD TREATMENTS USED. (2014 OREGON STRUCTURAL SPECIALTY CODE) B. REINFORCING 2. MINIMUM CORROSION PROTECTION ON METAL CONNECTORS EXPOSED TO THE B. ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. 1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. ENVIRONMENT OR PRESSURE TREATED LUMBER TO BE PER ASTM A653 CLASS 185 (SIMPSON ZMAX)OR ASTM A123. 8. DESIGN CRITERIA: 2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD 3. FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT-DIP GALVANIZED, a. ROOF SNOW LOAD(PER IBC 1603.1.3) PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES-ACI STANDARD 315. STAINLESS STEEL, SILICON BRONZE OR COPPER. FLAT-ROOF SNOW LOAD (Pf) 25 PSF 4. HOT-DIP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM A153, TIL AND / SNOW EXPOSURE SNOW LOAD IMPORTANCEFACTOR (Is) 1.0 WHICHEVER IS GRE O (Ce) 1.0 3. CONTINUOUS TER. AND INTERSECTING FOOTINGS 2'-0"OR 40 BAR DIAMETERS, STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYPE 316. 5. HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE (E.G. HOT-DIP SCHMIDT THERMAL FACTOR (Ct) 1.0 GALVANIZED NAILS WITH HOT-DIP GALVANIZED HANGERS). b. WIND LOAD(PER IBC 1603.1.4) 4. EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES. ARCHITECTS, P.C. ULTIMATE DESIGN WIND SPEED (VuIt) 120 MPH 4. DELIVERY AND STORAGE: ALL LUMBER AND SHEATHING DELIVERED TO THE SITE, SHALL BE 3611 S.W. HOOD AVE. NOMINAL DESIGN WIND SPEED (Vasd) 93 MPH DIVISION 4-MASONRY(NOT USED) STACKED OR STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER. SUITE 200 RISK CATEGORY II PORTLAND, OR 91239 WIND EXPOSURE B DIVISION 5-METAL 5. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED. A 1 INCH DIAMETER HOLE MAY BE DRILLED IN (503) 220-8511 INTERNAL PRESSURE COEFFICIENT (GCai) ±0.18 THE CENTER 1/3 OF THE MEMBER DEPTH. ALL OTHER HOLES TO BE APPROVED BY ENGINEER. FAX (503) 220-8518 c. EARTHQUAKE DESIGN DATA(PER IBC 1603.1.5) A. GENERAL SEISMIC IMPORTANCE FACTOR (Ie) 1.0 6. STUDS MAY BE NOTCHED IN THE LOWER 1/5 OF THE HEIGHT OF THE STUD FOR ELECTRIC AND 1. ALL STRUCTURAL MEMBERS TO BE DETAILED,FABRICATED AND ERECTED IN ACCORDANCE RISK CATEGORY II PLUMBING PIPES, BUT NO PART OF THE NOTCH IS TO BE DEEPER THAN 25 PERCENT OF THE WIDTH MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss=0.952 S1 =0.419 WITH THE LATEST EDITION OF AISC STANDARDS. OF THE STUD. HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAY BE DRILLED IN THE STUD. SITE CLASS D B. MATERIALS DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds=0.710 Sd1 =0.441 1. ALL STEEL PLATE,ANGLES,CHANNELS,ETC.TO BE ASTM A36 TYPICAL UNLESS OTHERWISE it SEISMIC DESIGN CATEGORY D NOTED. ir BASIC SEISMIC-FORCE-RESISTING SYSTEM INT. REINFORCED MASONRY SEISMIC RESPONSE COEFFICIENT (Cs) 0.254 2. STRUCTURAL TUBING TO BE ASTM A500 GRADE C(Fy=50 KSI RECTANGULAR). RESPONSE MODIFICATION FACTOR (R) 3.511411 % ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE 3. UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. ' 9. MECHANICAL EQUIPMENT, MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN 4. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS I DIAMETER OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 UNDER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. POUNDS SHALL BE HUNG BY A SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT PRODUCING A LOAD OVER 200 POUNDS SHALL HAVE ADDITIONAL FRAMING INSTALLED TO 5. LAG BOLTS IN WOOD TO BE SAE J429 GRADE 1 WITH MINIMUM DIMENSIONS MEETING ANSI/ASMEZ IIZ ,... TRANSFER THESE LOADS TO THE MAIN STRUCTURAL BEAMS OR WALL UNLESS OTHERWISE 8.18.2.1. APPROVED. 10. WHERE REQUIRED, SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT, C. POST-INSTALLED ANCHOR BOLTS: latil 0 SPRINKLER PIPING OR OTHER NON-STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE 1. UNLESS A SPECIFIC ANCHOR PRODUCT IS NOTED IN THE DRAWINGS, POST-INSTALLED CONTRACTOR IN ACCORDANCE WITH CHAPTER 13 OF ASCE 7-10. STRUCTURAL CALCULATIONS ANCHORS MAY USE ONE OF THE ANCHORS LISTED BELOW FOR THE REQUIRED TYPE AND BASE AND DETAILS STAMPED BY A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. MATERIAL. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF THE ENGINEER. (DZ N 11. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT. 2. INSTALLZQ C v ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. w VLMK WILL REVIEW AND MARK-UP ELECTRONIC SUBMITTALS IN PDF FORMAT OR A MAXIMUM OF �r Z f THREE HARD COPIES OF SUBMITTALS.THE CONTRACTOR WILL BE RESPONSIBLE FOR 3. NOTE THAT ADHESIVE ANCHOR INSTALLATION TEMPERATURES AND CURE TIMES VARY BY �r,,,, 0) DUPLICATING MARK-UPS IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE REVIEWED PRODUCT. CONSULT MANUFACTURER LITERATURE FOR SPECIFIC REQUIREMENTS. Q AND RETURNED TO THE GENERAL CONTRACTOR WITHIN TWO WEEKS.ALL SUBMITTALS SHALL BE _ REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. CC 4. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED LL. UNLESS OTHERWISE INDICATED, SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING: OTHERWISE IN DRAWINGS. SEE SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM AND Ift.al a. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. NOTES. b. CONCRETE MIX DESIGNS. Z NO ., c. ALL REINFORCING STEEL. 5. ADHESIVE ANCHORS: 0 41 Q Q d. STOREFRONT SYSTEMS. BASE MATERIAL PRODUCT REPORT# 12. BIDDER DESIGNED ITEMS(DEFERRED SUBMITTALS)SHALL BE DESIGNED BY,AND BEAR THE CONCRETE SIMPSON SET-XP EPDXY ADHESIVE ANCHOR ICC ESR-2508 CCC "' STAMP OF AN ENGINEER(PRODUCT ENGINEER)REGISTERED IN THE STATE WHERE THE PROJECT CONCRETE SIMPSON AT-XP ADHESIVE ANCHOR ER-2631471141 1.... k cng4t IS LOCATED. SEE DEFERRED SUBMITTAL TABLE FOR ADDITIONAL REQUIREMENTS AND ITEMS CONCRETE HILTI HIT-HY 200 ADHESIVE ANCHOR ICC ESR-3187 CLASSIFIED AS DEFERRED SUBMITTALS. MASONRY SIMPSON SET-XP EPDXY ADHESIVE ANCHOR IAPMO ER-265 MASONRY SIMPSON AT-XP ADHESIVE ANCHOR IAPMO ER-281 DIVISION 2-SITE WORK MASONRY HILTI HIT-HY 270 ADHESIVE ANCHOR ICC ESR-4143 0 CZ A. GENERAL 6. EXPANSION ANCHORS: CCC Q 1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE BUILDING OR UNDER BASE MATERIAL PRODUCT REPORT# r N PAVED AREAS. CONCRETE SIMPSON STRONG-BOLT 2 WEDGE ANCHOR ICC ESR-3037 CthLr CONCRETE HILTI KWIK BOLT TZ ANCHOR ICC ESR-1917 144 2. FILL MATERIAL TO CONSIST OF A GRANULAR MATERIAL OR CONDITIONED SITE MATERIAL. PLACE MASONRY SIMPSON WEDGE-ALL ANCHOR ICC ESR-1396 Ivo T" FILL IN LIFTS NOT TO EXCEED 8 INCHES AND COMPACT TO 95%STANDARD ASTM D-1557 UNDER MASONRY HILTI KWIK BOLT 3 ANCHOR ICC ESR-1385 Mrs FOOTINGS, UNDER PAVED AREAS AND UNDER FLOOR SLABS. D. WELDING % P 3. BASE MATERIAL IMMEDIATELY UNDER SLAB TO BE 6 INCH LAYER OF COMPACTED CRUSHED ROCK 1. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX riot WITH LESS THAN 5%PASSING THE#200 SIEVE. ELECTRODES. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OFVI) Cl) CONSTRUCTION THEY ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS 4. THE BELOW SOIL VALUE IS BASED ON EXISTING DRAWINGS PREPARED BY M. LAWRENCE MUSIL SHOP WELDS MAY NEED TO BE FIELD WELDS TO AID ERECTION. 111114411 ARCHITECT WHICH REFERENCES A SOILS REPORT PREPARED BY L.R.SQUIER ASSOCIATES INC. DATED JAN. 30, 1987. 11114141 A. DESIGN SOIL PRESSURE: 2,500(DL+LL) 5. ALL FOOTINGS TO BEAR A MINIMUM 18 INCHES BELOW FINAL GRADE ON FIRM, UNDISTURBED SOIL OR APPROVED COMPACTED FILL. NOTIFY VLMK BEFORE PROCEEDING IF ANY UNUSUAL CONDITIONS ARE ENCOUNTERED IN THE FOOTING EXCAVATIONS. 6. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL. PROJECT NO. `' 2s 1` O291 DATE : 8-19-2019 DRAWN BY : SMS CHECKED SY : KMK REVISIONS 08/21/19 .., oCTURq l RED PROF£ss ` <<,t`i 1 . 4-4- /0 'k'ifff. :ifi p , _ _ v 0- CON - y as 4/ 2' , t1-() v_ `i4/ M. K PQ\' Xigfo5 22x34 Tb I EXPIRES: •-30-2021 I S ENGINEERING + DESIGN 3933 5W KellyAvenue o Portland,Oregonn9 -97239 503.222.4453 S 0 0 VLMK.COM CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM STRUCTURAL OBSERVATION . SOILS AND FOUNDATION SUBGRADE: 1 COMMENTS DURATION INSPECTION AGENCY SUBSTANTIAL COMPLETION OF STRUCTURAL STEEL ERECTION P 1 ENGINEER FOOTING EXCAVATION AND COMPACTION P TESTING LAB I CONCRETE: STRUCTURAL OBSERVATION NOTES: VERIFY USE OF ENGINEER APPROVED CONCRETE MIX DESIGNS P TESTING LAB 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN FOOTING FORMWORK AND REINFORCING PLACEMENT P TESTING LAB ADVANCED OF REQUIRED OBSERVATION(S). APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE PLACING OF REINFORCING FOR SLAB-ON-GRADE P TESTING LAB OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE THE TIL AND / INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. SCHMIDT POST-INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN PER ICC EVALUATION REPORT C TESTING LAB CONCRETE, PLACED HORIZONTALLY OR UPWARDLY INCLINED SEE NOTE 6, ITEM A 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL ARCHITECTS, P.C. POST-INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN PER ICC EVALUATION REPORT P TESTING LAB WITH WET STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSERVATIONS MADE. THE REPORT SHALL IDENTIFY ANY 3611 S.W. HOOD AVE. REPORTED DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED. CONCRETE, PLACED DOWNWARDLY INCLINED SEE NOTE 6, ITEM A SUITE 200 POST-INSTALLED EXPANSION/WEDGE ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P TESTING LAB PORTLAND, OR 11231 SEE NOTE 6, ITEM A (503) 220-851"[ STRUCTURAL WELDING AND HIGH STRENGTH BOLTING: DEFERRED STRUCTURAL SUBMITTAL(BIDDER DESIGN) FAX (503) 220-8518 STOREFRONT AND CURTAINWALL SYSTEMS MATERIAL VERIFICATION OF STRUCTURAL STEEL, P TESTING LAB DECKING, HIGH STRENGTH BOLTS, NUTS AND WASHERS, ANCHOR RODS,AND WELD FILLER MATERIALS SINGLE PASS FILLET WELDS 5/16"AND SMALLER P TESTING LAB DEFERRED SUBMITTAL NOTES: ir 1. BIDDER DESIGN ITEMS(DEFERRED SUBMITTALS)SHALL BE DESIGNED BY,AND BEAR THE STAMP OF AN ENGINEER SPECIAL INSPECTION PROGRAM NOTES: (PRODUCT ENGINEER)REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. 41 2. THE SUBMITTAL SHALL CERTIFY THAT THE DRAWINGS HAVE NOT DEVIATED FROM THE VLMK DESIGN IN ANY WAY,OR r. C=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES,OBSERVING THE WORK SHALL CALL TO THE ATTENTION OF VLMK ANY DEVIATIONS THAT HAVE BEEN MADE. DEVIATIONS MADE SOLELY FOR REQUIRING SPECIAL INSPECTION. CONVENIENCE OR WITHOUT GOOD RATIONALE MAY BE CAUSE FOR REJECTING THE SUBMITTAL. P= PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM , L` THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND 3. THE PRODUCT ENGINEER SHALL NOT RELY ON A THIRD PARTY FOR INTERPRETATION OF VLMK'S DOCUMENTS AND liZII*. Illi SPECIFICATIONS. DESIGN REQUIREMENTS. THE DEFERRED SUBMITTAL SHALL BE ACCOMPANIED BY A LETTER FROM THE PRODUCT ENGINEER INDICATING THAT THEY HAVE RECEIVED A COPY OF THE DESIGN DRAWINGS AND SPECIFICATIONS AND HAVE 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: REVIEWED THEIR DESIGN FOR COMPLIANCE WITH THE DESIGN DOCUMENTS. CONTACT INFORMATION FOR THE PRODUCT ct ENGINEER: VLMK ENGINEERING + DESIGN ENGINEER SHALL BE PROVIDED WITH THE SUBMITTAL. FAILURE TO PROVIDE THIS INFORMATION MAY BE CAUSE FOR Cl)IQTESTING LAB: TO BE DETERMINED REJECTING THE SUBMITTAL. C" ♦ ." TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED,APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR 4. SUBMITTAL DOCUMENTS SHALL BE REVIEWED BY THE CONTRACTOR AND SUBMITTED TO THE ARCHITECT OR ENGINEER r �. OWNER'S AGENT,NOT THE CONTRACTOR OR SUB CONTRACTOR, PER I.B.C.SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES OF RECORD FOR REVIEW. AFTER REVIEW,AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT h REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE I.B.C.. THE SPECIAL INSPECTOR SHALL BE A DOCUMENTS,THE ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR. �V QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE REVIEWED SUBMITTAL TO THE BUILDING DEPARTMENT Z iz, Z 3. PRIOR TO THE BEGINNING OF CONSTRUCTION,THE ARCHITECT(OR ENGINEER)SHALL CALL A PRE-CONSTRUCTION MEETING FOR DEFERRED PERMIT APPLICATION. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL,CONTRACTOR,AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS. THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS , IL oc MEETING. 4 C) 4. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE,BUT ARE NOT LIMITED TO: Z NO A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT,PROVIDED i �" BY THE LOCAL JURISDICTION. 0 uai B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND CCCles "' SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED,TO THE ENGINEER AND TO THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, IARCHITECT,ENGINEER,CONTRACTOR,AND(OTHER DESIGNATED PARTIES), IN A TIMELY MANNER,AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION a---• WAS INSPECTED,AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND C) 0 CZ SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE. 1 ,cc cea 5. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: Ct Mil A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH INSPECTION. r B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND Cr INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. '"' C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. P D. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. reI44C /' � 6. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY THE C' I.B.C.: A. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE INSPECTED AS FOLLOWS: 1. PROVIDE'CONTINUOUS'OR'PERIODIC' INSPECTION AS INDICATED IN THE SPECIAL INSPECTION TABLE(THIS SHEET). bail° INSPECTIONS ARE TO BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRODUCT EVALUATION REPORT AND INSTALLATION INSTRUCTIONS. 2. A COPY OF THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE MAINTAINED ON THE JOB SITE. ICC EVALUATION REPORTS ARE AVAILABLE ONLINE AT WWW.ICC-ES.ORG,AND IAPMO EVALUATIONS REPORTS ARE AVAILABLE AT WWW.IAPMOES.ORG. 3. WHERE PERIODIC INSPECTION IS ALLOWED: • THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING ANCHOR INSTALLATION TO VERIFY MATERIALS AND PROCEDURES AS REQUIRED BY THE EVALUATION REPORT. • SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL PROJECT NO. ARE PERMITTED TO BE PERIODICALLY INSPECTED. • A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN PERSONNEL PERFORMING THE ANCHOR 2s 1 02c11 INSTALLATION OR CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED. • FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD,THE SPECIAL INSPECTOR MUST MAKE REGULAR INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION. IF DISCREPANCIES ARE NOTED,CONTINUOUS DATE : INSPECTION SHOULD BE PROVIDED FOR ALL SUBSEQUENT ANCHORS. 8-11-2011 4. ADHESIVE ANCHORS IN CONCRETE SHALL ADDITIONALLY CONFORM TO THE FOLLOWING DRAWN $Y : • CONCRETE IS TO HAVE A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION. SMS • CONTINUOUS INSPECTION IS REQUIRED FOR ALL ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION. CHECKED 15Y : • INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO BE DONE KMK BY A CERTIFIED ADHESIVE ANCHOR INSTALLER(MI)AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-11,SECTION D.9.2.2, (NOT REQUIRED IN OREGON). REVISIONS • ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO UTILIZE A PISTON PLUG OR RETAINING CAP IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 08/21/19 ,cRUCTtjRq \' 17 �y 0 PROF£sso ',RE °aN.. 23. O ,•10X191022x34 Tic EXPIRES: 6- 1-2021 I `i _ w i - ENGINEERING + DESIGN 3933SW KellyAvenue v Portland,Oregon -97239 503.222.4453 S 0 VLMK.COM 0 4 0 60 8 9 1 1 32'-9" 32'-7" 1. 32'-9" 32'-1" 38'-5" ,j 21'-5" A S2.0 11'-6" 12'-2" 2'-8" 8'-8" 2'-8" 20'-0" 2'-8"1 � 24'-4" 5'-0"+I' ( (N)OPENING /I (N)OPENING (N)OPENING 1 1 TI1— AND , � : [ co SCHMTi T } }N -1r-4n eV -2r-0 n 1� tr - -r�'E- T.O. FTG. b-r • T.O. FTG: �-4- ! ARCHITECTS, P.C. ! I , 1 1 ! i sZ5 : -• r-.=;,j5 •.- co --.�� •! 3611 S.W. 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CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH a.� � 1 EXISTING 8"CMU WALL ri:ARCHITECTURAL DRAWINGS. "ter o _. EXISTING CFS STUD WALL 2. CONTRACTOR TO VERIFY EXISTING FRAMING WITH CONDITIONS Z �'r+ EXISTING FOOTING PER PLAN SHOWN OR NOTED PRIOR TO BEGINNING WORK. NOTIFY 0 ENGINEER IF DISCREPANCIES OCCUR. LU C EXISTING COLUMN PER PLAN3. REPLACEMENT SLABS TO BE MINIMUM 4"THICK CONCRETE SLAB CONCRETE FOOTING PER SCHEDULE THIS SHEET WITH#4 BARS AT 24"O.C. EACH WAY,TYPICAL UNLESS 1*11121 I--% k A OTHERWISE NOTED ON PLAN. N HSS COLUMN PER PLAN Z X'-X" CZ1 0 0 �... ELEVATION OF TOP OF FOOTING BELOW 47 T.O.FTG. FINISH FLOOR SEE FOUNDATION NOTE 2 h�i aim 1,•. CC 0 4CO 60 8 9 O i �iI � 32'-9" l 32'-7" 32'_9" 32'-1" 38'-5" J, 21'-5" I+ I I1 I , 1 I I I I I ► I 1 (E)48"TJ60'AT 1'-8"O.C. I I , (E)40"TJ60AT4'-0"O.C. - 1 1 OPP , 1 I 22'-2" �- ! ' I 2 I S \i; _ � I I I S3.0 I I T.O.F. 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CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH I EXPIRES: '57-730-2021 I ARCHITECTURAL DRAWINGS. EXISTING CFS STUD WALL BELOW 2. CONTRACTOR TO VERIFY EXISTING FRAMING WITH CONDITIONS _ - I __ 1 -7::- - , -S SHOWN OR NOTED PRIOR TO BEGINNING WORK.NOTIFY 0 EXISTING COLUMN PER FOUNDATION PLAN ENGINEER IF DISCREPANCIES OCCUR. - z - o HSS COLUMN PER PER FOUNDATION PLAN ENGINEERING + DESIGN X'-X" TOP OF FRAMING ELEVATION ABOVE SLAB ON GRADE 3Portland,933 Oregonll Avenue venue (EQUALS BOTTOM OF SHEATHING/DECKING), o -97239 f T.O.F. ELEVATION TO BE FIELD VERIFIED,SEE NOTE 2 VLMK.COM VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue Portland,Oregon -97239 503.222.4453 VLMK.COM 08/21/19 , 0CTUR S��0EG PROFESS' T I L A I y D &� Rii 09 SCHMIDT c . ,, 44 •x., RCH 1 TEcTS, P.C. 3611 5.1-1_ HOOD AVE. .iREGtN „tit SUITE 200 • 2 3 O� N.-9: � PORTLAND, OR 9123i ii (503) 220-8511 FAX (503) 220-8518 EXPIRES: 60-2021 CC LILI N. 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I bill* , I .ii ' . . 1,1 .. . _ .-- PANEL EDGE 1,/ ' • v HA -Zio - IL' • .. 1..-i ' - -• ,- i ' . :-, I - . • . . ,. . i • ' '' , i-"ii -: V ' -r i • ' ' .-'' ' - will ..,._ .r7FT- I r. ),i 7-------7- -- -7---11/------,--- >.---7- ---, ,..,,. , ,i1 ,,,, ... 1 __ __ 0 ug 0 ...----BASE PL 3/8xREQ'D WITH to (2) 1/2"DIA x 2 1/2"EMBED ANGLE AND im. 5/161/ ANCHORAGE EXPANSION ANCHORS 14 PER DETAIL AI if t '. 1 112" SPLICE PLATE PER S3.0 DETAIL Ai PROJECT NO. 3.0 .• AS REQ'D / 1/4V 1 1. Vl I 1 EXISTING MASONRY ir i, ... 1 1.„,c COLUMN PER PLAN 201902' 1 WALL i - -. [ ' . 1 DATE : CONNECTION AND I PROTECT COLUMN FROM F3-19-2011 4 ROOF FRAMING DETAIL (..- -) STRONGBACK DETAIL ANCHORAGE PER I. :\ - 1 ' i CONCRETE SPLATTERS BY TIGHTLY WRAPPING WITH 15 LB DRAWN BY : S3.0 1 1/2"= 11-0" RF_Collector Splice S3.0 1"= 1'-0" Strongback_Baseplate DETAIL/A .o ,. . i , , i _. . I 1 PAPER.TRIM FLUSH WITH SLAB SMS :4 , CHECKED . I KMK EXTERIOR SLAB —\ ' " POUR BACK SLAB PER ARCHITECT 1 INFILL PER PLAN i REVISIONS NOTE: • '-._ - .. .-- .=•,- -::. . ,. /1 : , /•1 GROUT CELLS AS NEEDED . -I-4—r- r 5/16V ,/‘(3)SIDES AT EPDXY ANCHORS , 1 -..-L.,(5 ...-• . --",,),_-r,c_.0c,: ..• --F-x :* ".drip. *iv' '-'- ---1---‘1\---1-- r 4 ' '.- .- I, : ..---0.;> 1 . ' , . - . . . . r a . /- - i, . I - : #4 x 1'-6"DOWEL AT 24"O.C. L'frair ILI I-Nit COLUMN/BEAM z •- 1' 1 ,.., . _ --• EPDXY EMBED 6"MINIMUM --. ; j-BEAM PER PLAN \ PER PLAN 2 ,.. ' -- .L I : _f''''' INTO EXISTING SLAB „ L5x5x3/8 x 0'-5" ii•L r -. -. CO -A 1 - t i 47; 67 TOP AND BOTTOM I I \ L3x3x1/4 x 0'-4"WITH 5/8"DIA x 55/8" > 111 ' - 1 I [5 BASE PLATE AND 4011 PROVIDE L3x3x3/8 x 0'-3" z 1" EMBED EPDXY ANCHOR,TYPICAL , PER PLAN / - ' " .,• i ANCHORAGE PER DETAIL sat) 1,2" . , AT SIM CONDITION 0 8"+1-U.O.N. 1 / -J I= ' , . I < CII I I I ' . - / I pu FOOTING PER PLAN Q Z _.—/ K,/ii' ,, ' Z /. 4.,</!, _z___/_,..< --- ,/ ,, ._ .., fre >.. 0 - . . .1 il 1.. . .. - .1 l• . . , ,1.1 411 -! I . ,,. 1 .. 1/2"MAX 1- 2 , , ..1 ii,•1 '. • . .1 i - , ,4` r --t ii - ! ,1 -' 1 • .:a,.. . • - ., ill, - - - . .• .."1. .- . 4 . . ' ,. ' ' :A.- ' -- '. .• " - - LrLi : '- !, - :.,-_ --,-, .• 7'- i ' 4.' .. - ix . i it i - - , •IA - - - - LH,' VII: I I,' '_-- - I/ ' ----''.1"' ". "-," \ '--, -- • ,---44-- , - , - / ji 7 / /-/' /-7-1/1, i // / /: •.• 4 -I 2 ., , ., . . , 4 , %• .. , „ , _ ..•. • 0 r. D 1._ EN < roil, - \._ • , z X11105 22x34 no _ „ ® COLUMN/BEAM I EXISTING .. 2 COLUMN PER PLAN---0- o- _ I PER PLAN 1.1111.-DI MASONRY WALL „ 4. . -!..,. .: . ., . . . • --. . - ' ' - . .. . -- ._____ _-__ /(31 SIDES / S ____,_.4::-.,...., 5/16V \•-' (3)SIDES\ #5 x REQ'D AT 12”O.C.TOP AND #5 x CONT.TYP 3"CLR TYPICAL/3/16 V BOTTOM, EPDXY EMBED 12" .• .. ® 63)SIDES ...)_ 2_ MINIMUM INTO EXISTING FOOTING / 2'-0" / 5/16V \ MINIMUM 6 STRONGBACK DETAILC--i , STRONGBACK DETAIL EI \ STRONGBACK DETAIL 530 S3.0 1"= 1'-0" StrongbackBeam to Column S3 (y. 1"= V-0" StrongbackWall Anchorage S3.9) 1"= 1'-0" Strongback_New Footing