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Plans (4) BU P2015 - 00107 Switch for fixture(s) _7-Directional arrow(s) & And Ga. Gauge Rad. Radius A. Definitions: 1. Contractor shall comply with the current"General Conditions"and Grid line 4:1 -- Switch marked'x' Exit sign .f @ At Galv, Galvanized Rec. Recess(ed) building standards as provided by the building owner, t, �. m - _-._ ---Lighted face(s) # Number or Pound GB Grab bar Ref. Reference) 1. Typical or typ, indicates identical complete system for the condition ,l' a Switch withoted. 2. General contractor shall be responsible for coordinating the work of c5 G.L.GLGlued laminated lumber Reinf. Reinforce(d) , het}G.SIICoson 2 Match line �- Rheostat switch rheostat Smoke detector ® A.C. Asphaltic concrete GVP Gypsum veneer plaster Req'd. Required different trades. / a CO2 detector ►r1, Acous. Acoustic(al) GWB Gypsum wall board Resit. Resilient 2. "Similar"or'sim"indicates complete system and components L,,, d Drawing number Switch with motionceiling panel Gyp. Gypsum Rev. Revision comparable to the characteristics for the condition noted. 3. Do not scale drawings. Contact architect for any missing dimensions. r4REIIJ � : ACP Acous. an yp E Detail call-out ° Motion sensing switch sensor Speaker ® Adj. Adjacent or Adjustable R.O. Rough opening a Mr AFF Above finish floor FIB Hose bibb 3. "As required"indicates contractor shall provide components required to 4. Contractor initiated changes shall be submitted in writing to the owner Sheet numbercomplete the noted system an indicated in the project documents. and architect for approval prior to fabrication or construction. Changes ( ' 0 Height indicated if ountin height Alum. Aluminum HC Handicapped Sched. Schedule m Wall section or artia g g g shown on shop drawings only will not satisfy this requirement. Expires: 12/31/15 P ## � " Approx. Approximately) HDG Hot-dipped galvanized Sect. Section bldg. 110v duplex receptacle other than 18 AFF Thermostat4. "Align"indicates accuratelyprovide finish faces of materials in straight, .core." 8 9 9 (��- Arch. Architect(ural) Hdwd, Hardwood Shig. Sheathing g Q Hdwr. Hardware Sim. Similar true,and plumb relation to adjacent materials. 5. All modifications requiring owner or architect approval will not be valid 5 °��, Mounting height unless authorized in writing byowner and/or architect. �^ Bd. Board HM Hollow metal Spec. Specification g a Building section 110v GFIC duplex receptacle Sconce V ndication of 5. "Clear"indicates dimension and shall set precedent for layout of "' `Iko E sht.# sht.# Bldg, Building Horiz. Horizontal Sq. Square in switching partitions. 6. Within five business days of start of construction,the contractor shall * 503-709-9653 ••PC. Blkg. Blocking Ht. Height SS Stainless steel notifyin writing both the architect and owner of anyitems whose ul;i 1111111i1NIII ik X11111 F---IE ndication of Bm. Beam HVAC Heating,ventilation,and Std. Standard9 111II11iuill da � nk B. Dimensions: estimated deliveryto the site would be later than that required for timelyI,;1 o Interior elevations 110v exterior duplex recept. Surface-mount switching BOF Bottom of footing air conditioning SU. Steel q I,io,I .Ioa/' 1127 WI ceiling fixture Brg. Bearing Struct. Structural installation in the construction sequence. Substitution of alternate items k v; one sides/'�-�.� dj.sides opp,sides Btm. Bottom ID Inside diameter S.V. Sheet vin i. Dimensions are indicated to the face of finished surface at all new and with shorter lead times,payment of rush fabrication or delivery charges `- � �' 1_.f' ## �ndicatian of vinyl � existing construction,and center of columns or grid lines unless noted for out of sequence installation,or delay of installation options to be at al i1 dull 1 1 -);* N %V MP "10vholf-switched duplex Recessed-can switching Incl. Including Susp. Suspended ul!'ill!IIIIIliuiluu"lu r e Three sides All sides receptacle ceiling fixture CC Center to center Insul. Insulation otherwise. the sole approval of owner or architect. a Cem. Cement Int, Interior TC Terra cotta Indication of2. Alignment ofpartitions and finishes as scheduled shall be straight,true, 7. Contractor shall be responsible for providingall work and materials in �' Cer. Ceramic Tel. Telephone g g P Greenway Shops Sign Bridge Revision e Double duplex receptacle Under cabinet light switching andplumb. Dimensional layout shall be in the followingpriority order: accordance with the latest local buildingcodes and ordinances. o CJ Control joint Jan. Janitor TOC Top of curb Y p Buildings B&C U Clr. Clear Jt Joint TOF Topof footinga, Structural drawings; Tigard,OR 97223 Indication of CMU Concrete masonry unit T&G Tongue and groove b. Large scale details; 8. Contractor shall verify all field dimensions and conditions and shall Datum point ---- 220v receptacle Fluorescent strip fixture 10 -I switchingCol. Column KD Knock down TOP Top of pavement c. Small scale details; report any conflicts or questions for resolution before proceeding with Conc. Concrete TOS Top of slab d. Enlarged plans and sections:and the work. Do not scale the drawings. Proposed elevation Number of heads Cont. Continuous Lab. Laboratory TOW Top of wall e. Floor plans. Elevationpoint " Specialpurpose receptacle Track light mayvaryC t. Carpet Lam. Laminate Typ. Typical 9. The use of the word"provide"shall l always mean'furnish and install", R ECEIVF r---,Existing �_9___ CT Ceramic tile Lay. Lavatory3. Minimum dimensions for accessibilityclearances and building code "connect",or"secure"as required. Height AFF,no.of ndication of requirements shall be maintained. Ctr. Center LSL Laminated strand lumber Unfin. Unfinished APR 3 2015 Name Room name x�� LVL Laminated veneer lumber UNO Unless noted otherwise 10.All materials and equipment shall be installed in strict accordance with Room tag 110v plug mold strip x receptacles,and Recessed or surface O switching CITY OF I ,t J 4----Room number spacing mounted fluorescent fixture Deg. Degree 4. Floor elevations are indicated at the face of the structural slab unless manufacturers written instructions and trade associations accepted p g Dept, Department Mas. Masonry VB Vapor barrier noted otherwise. standards. BUILDING DIVISION ca Fri Dfl. Detail Marl. Material VCT Vinyl composition tile Key note -- Junction box Night lights �� DF Drinking fountain Max. Maximum Vert. Vertical 5. Vertical dimensions are indicated from the floor elevation to face of 11.Contractor shall provide a written construction schedule, This schedule _al_ jecg=1Diam, Diameter Mech. Mechanical finished material unless noted"above finish floor"or"AFF shall include delivery lead times of construction items,and start and Wall type Dim. Dimension Mfr. Manufactedlr wl with completion dates of each phase. The contractor shall update and Wall type symbol1 1st Insul.or other cond. Power pole Emergency egress lights �' Gl © Disp. Dispenser Min. Minimum WC Water closet 6. Ceiling heights are indicated from the floor elevation to the face of provide such schedule on a biweekly basis. Wall condition rep=1 Dn. Down Misc, Miscellaneous Wd. Wood suspended acoustic ceiling grid or face of finish material for other ceiling Door no. Dr. Door M.O. Masonry opening w/o without types unless noted otherwise. 12.Work must be scheduled with the building management to avoid Door Floor pedestal rade Supply diffuser ® Dwg. Drawing Mtl. Metal Wt. . Weight disruption to other tenants,contractors,or projects. 7. Documents are drawn diagrammatically and scaled dimensions are testi.c Window or Height indicated if (E) Existing NIC Not in contract approximate. Dimensions shall indicate size,clearances,and 13.Access to and from the project site,special conditions,noisy work, - Relite relite no. Mud-ring and pull-string for other than 18"AFF Return diffuser Z Ea. Each No, Number relationships are indicated by dimensions as noted. timing of work,interruption of mechanical and electrical services, © telephone/data connection 'v EF Each face Nom. Nominal relocation of existing equipment,casework,fixtures,fittings,etc.,must . Elec. Electric(al) NR Non-rated be coordinated with the building management. Unrated wall - Emergency light-pack Exhaust fan p Elev. Elevation NTS Not to scale 14.Adequate cleanup,protection,and replacement of anyceilingtiles with battery back-up Eq. Equal and/or other disru tion of the adjacent improvements must be , Equip. Equipment 0.a On center p 1 Minimum mounting Exist'g. Existing OD Outside diameter completed before business hours of that tenant in order that the 1-hour rated wall Horn-strobe R height 80"AFF to Access panel El Exp. Expansion OFCI Owner-furnished, , , occupa'.t will not be inconvenienced in the normal continuation of their J8!_ EJ Expansion joint Contractor-installed • SPECIAL INSPECTION REQUIRED Definitions and Dimensions office hours. bottom ofunit EW Each way OH Opposite hand or Overhead State of Oregon Structural Specialty Code C - 2-hour rated wall Panel __ Sprinkler head + Ext. Exterior Opng. Opening 15.Each subcontractor is responsible for any damage to adjacent work and shall rerair said damage at their own expense. This includes all areas Opp. Opposite ❑ Concrete and Reinforcing Steel Deferred Submittals on the premises such as common hallways,freight elevator,vestibules, Fdn. Foundation OSB Oriented strand board Fire control panel Fire system Manual pull station IDFEC Fire extinguisher cabinet El Bolts Installed in Concrete Fire sprinkler Not applicable etc. annunciator FFE Finish floor elevation PAF Power actuated fastener 0 Special Moment-Resisting Concrete Frame Fire alarm/detection Not applicable Fin, Finish PBD Particle board ❑ Rei orcing Steel&Prestressing Steel Tendons Mechanical Not applicable 16.Schedule the use of the elevator with the building management. _�_ �____T�� f: ,lg;� Hr. Floor P-lam. Plastic laminate Plumbing Deferred iii i _ i r i �� • FOG Face of concrete Plast• , Plaster Structural Welding Electrical Deferred 17.Upon completion of all construction,the contractor shall supply one set • r r i -~i Truss engineering.... Nota livable of"record"as-built drawings each to the landlord and to the tenant, Ili ' e i + ionia, 11-1:7-175*j_. FOF Face of finish Plywd, Plywood ❑ High-Strenght Bolting . ppiii i t� i i i x FOS Face of stud Pr. PairShop drawings Not applicable ® Q ® ❑ structural Masonry 16.All material to be new unless noted otherwise._ CITY OF TIG RD �i� _ _IFR Fire rated PSL Parallel strand lumber Other: Not applicable Til vl �_ Mill ` FRT Fire retardant treated P.T Pressure treated ❑ Reinforced Gypsum Concrete REVIEWED FOR CODE COMPLIANCE 19.Patch alt disturbed and/or damaged areas as required to accomplishr - � r �- _� '' Ft, Feet or Foot ❑ Insulatin Concrete Fill Nate: Separate permits required for deferred submittals. Design builders A roved."1----�"�� r '`r �, r I Ftg. Footing g are fol risible for the design of their systems and components. The new work and as required for finished appearance, PP CA VSA �i t 1 t 9 9 fully 9 Ys p OTC; E I Demolished construction Existing construction New construction Furr. Furring El Spray Applied Fire-Resistive Materials systems and components shown on the documents are schematic only. ❑ Pi3ings, Drilled Piers and Caissons They are not intended to represent a final or code compliant design. 20.General contractor is responsible for providing all necessary backing, Permit#: t-30 P-20( CCS t07 CI otcrete • Provide design document submittal to the architect of record far review blocking,and framing for light fixtures,electrical fixtures,casework,and Address: Mt BO t3 SC --- p ...�„,..•. wl,llll,l,l l Abbreviations �� n� e� .NtlP!IIIMIIAAAXtlIINmm M m Special Gr nand Fills prior to submittal. all other items requiring . . Sh Legendreviation ElIII - ,_ E6 Grading, Excavatio ng it Suite#• i -, 21.Contractor shall coordinate all fire alarm work with building owner. By: ��.,` Date: 2_3 (j ❑ Smoke-Control Systems ❑ Other inspections 22.All paint and fresh material colors shall match architect's control samples - and require architect's review prior to installation. Submit three copies to OFFICE COPY architect for review. 23.Contractor shall furnish shop drawings for review on cabinetwork, millwork,and any other special items requiring custom shop fabrication. l 1 /----------------- DI 1 Deferred Submittals Submit at least three copies to architect for review. , l 24.Repetitive features not fully shown or noted on the drawings shall be .. • °"' I completely provided as if drawn in full. .. ✓. ». d .„„tf - 1 ', v m ? e e ./..,,,VD 14/?C' e cc V .e.,' 4 A%.,' t'c's r.)- r a - I I vt..1(..5 e6rta.Sim.Cill ,._3- cc :, .___ __H_;.,..7p7„7-t,...11,1,,r ,:A="t::,aw-,._,__-: 71-if:_: Mill014:00,h.I::.!I.lIi,.iIil,II,iII!IIi:.IiIIilI!iI:.I,.I u ,[i 0. .,,,,,:::,- ,I,r1r 1,11111f,ii1111 -: 1, 1, 1111 ,11 ,„, ------='!NCO,Illii'l'il'iilil 111' 1 11111 IV.'11 ,<-• 'g V 0 ., , ''ri:'r osigli,,,,opplas_r,,. ___ mtiii:i14,0111,illibt H!,•1•11 i,,0.40-,:; •,;' /7 .4 OF °‘L* i - ''T'.1:'i'e-71-'-' ''' ' -- 11114114-111,41410 ltgki'll-iViiii4,1rioh;ii11111110111.1:::1- h:AI?, '?'.-Z R1 III,I il,.,:s_-7 ThE 4-11 !I 0'7F4,.",q -''''':A: ttI.:.,.::"o kpiii:v1,1,:'11;1::,..1.':,-...--`4, .-,.* < . : 12/31115 :••,-,T,:!!!:,ii:!..:.i!,,,. ...i --,,,=-4_. ot-0,-,,,i,i01.1p0i 7.T•71,4i.:11'i!!:1:!!!:::::::i..„:,.. 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'I'll �� g i • / i _ L / New Iv. 111 \^ / - \� F�15r \ I i 9 flashing 26 ga. a --- � slope 15 degrees AVAILABLE MudBay ............. Steel truss 11/ it' --2-..- Refer to structural i2x PT wood block i i I Steel plate bystructural Building 'B East Elevation Dl r— �ISquare plate washers as needed to create i' -- minimum gap between steel plate and wood block I Rabbet PT wood block and align bottom edge with bottom edge of siding lap .1 Lap siding beyond -1 , 1/4'min. • / = 11 Iii, 1 I. I II II I �= , . ;I <t • Flashing Detail °i r / i'I \ n I. III -- --__ — MOD Pizza11 AVAILABLE dl" DBuilding B' South Elevation 11 _ _ " -Egt. 5 HN,mIW01. • "IW ---1 tNTEGIXAMAtE-P-HARIt1124CY I f • -I---� t I _ - — _ • 2 3/24/2015 Permit Drawings Revision ££ • =1�5 �. - , _ - - I • �' ,� 1 311712015 Permit Drawings II t —_-- — Elevations j tE I .4.J1L . _ -- _ • Drawn by: RCS PHARMACAdi' MOD Pisdjr File path: 20141141231E Project number. 141231.dwg Building 'B' West ElevationA2_....................___ . 1 Al -- STRUCTURAL NOTES RECEIVED VLIAK GREENWAY TOWN CENTER MUDBAY SIGN ARCH - VLMK JOB #20140738 APR 13 2015 DIVISION 1 - GENERAL CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM SPECIAL INSPECTION PROGRAM NOTES: CITY OF TIGARD ENGINEERING + DESIGN STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: COMMENTS DURATION INSPECTION AGENCY 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. BUILDING DIVISION A. GENERAL C=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES,OBSERVING THE 3933 SW Kelly Avenue Al.. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE MATERIAL VERIFICATION OF STRUCTURAL STEEL,DECKING, WORK REQUIRING SPECIAL INSPECTION. Portland, Oregon 97239 GENERAL NOTES TO THE EXTENT SHOWN. HIGH STRENGTH BOLTS,NUTS AND WASHERS,ANCHOR P TESTING LAB P=PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO A.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. RODS,AND WELD FILLER MATERIALS CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT 503.222.4453 COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, DRAWINGS AND SPECIFICATIONS. VLMK.COM MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK CONSULTING ENGINEERS(VLMK)OF ANY SINGLE PASS FILLET WELDS 5/16"AND SMALLER P TESTING LAB DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. A.3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OFVERIFY ALL BOLTS INSTALLED 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: HIGH STRENGTH A325N AND A490N BOLT INSTALLATION TO'SNUG TIGHT CONDITION P TESTING LAB VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES ENGINEER: VLMK CONSULTING ENGINEERS RELATED TO JOB SITE SAFETY PRECAUTIONS,OR TO REVIEW THE MEANS,METHODS,TECHNIQUES, APPROVED FABRICATORS: GEOTECHNICAL: TO BE DETERMINED SEQUENCES,OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE TESTING LAB: TO BE DETERMINED SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE,OUR WORK IS LIMITED TO THE DESIGN CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. ARCHITECT OR ENGINEER OF RECORD,FOR ALL OFF SITE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED,APPROVED SPECIAL INSPECTION AGENCY EMPLOYED A.4. WHERE REFERENCE IS MADE TO ASTM,AISC,ACI OR OTHER STANDARDS,THE LATEST ISSUE SHALL FABRICATION SUCH AS STRUCTURAL STEEL,OPEN-WEB STEEL P TESTING LAB BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER I.B.C.SECTION 1704.1. APPLY. JOISTS AND GIRDERS,GLU-LAMS,AND PRE-CAST CONCRETE THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE A.S. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. I.B.C.. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR A.6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE(IBC)AS OPERATION REQUIRING SPECIAL INSPECTION. AMENDED BY THE STATE OF OREGON(2014 OREGON STRUCTURAL SPECIALTY CODE)AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. 3. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, BUT ARE NOT LIMITED TO: A.7. DESIGN CRITERIA: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, A.7.a. WIND LOAD(PER IBC 1603.1.4) PROVIDED BY THE LOCAL JURISDICTION. ULTIMATE DESIGN WIND SPEED Wulf) 120 MPH B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT NOMINAL DESIGN WIND SPEED (Vasd) 93 MPH DRAWINGS AND 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 RISK CATEGORY II OFFICIAL. WIND EXPOSURE B C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,ARCHITECT, ENGINEER,CONTRACTOR,AND(OTHER DESIGNATED PARTIES),IN A TIMELY MANNER,AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. A.B. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE GREENWAY D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL TOWN CENTER MUDBAY SIGN ARCH PROJECT LOCATED IN TIGARD,OREGON. POSSESSION CF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE,OR PARTS OF THIS INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PROJECT IN OTHER LOCATIONS. PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE. A.9. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT.FOR BIDDER DESIGNED ITEMS(DEFERRED SUBMITTALS),THE DRAWINGS AND CALCULATIONS SHALL BEAR THE STAMP OF AN ENGINEER(PRODUCT ENGINEER)REGISTERED IN THE STATE WHERE THE PROJECT IS 4. DUTIES OF THE CONTRACTOR INCLUDE,BUT ARE NOT LIMITED TO: LOCATED. SUCH DRAWINGS SHALL CERTIFY THAT THE DRAWINGS HAVE NOT DEVIATED FROM THE VLMK A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE DESIGN IN ANY WAY,OR SHALL CALL TO THE ATTENTION OF VLMK THAT THE PRODUCT ENGINEER HAS SUCH INSPECTION. DEVIATED FROM THE VLMK DESIGN DRAWINGS. SUCH DEVIATION MAY BE CAUSE FOR REJECTING THE B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN SHOP DRAWINGS.SEE DRAWINGS FOR ITEMS CLASSIFIED AS DEFERRED SUBMITTALS. OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE A.10. VLMK WILL REVIEW AND MARK-UP ELECTRONIC SUBMITTALS IN PDF FORMAT OR A MAXIMUM OF THREE BUILDING OFFICIAL. HARD COPIES OF SUBMITTALS.THE CONTRACTOR WILL BE RESPONSIBLE FOR DUPLICATING MARK-UPS C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE REVIEWED AND RETURNED TO THE THE JOB SITE. GENERAL CONTRACTOR WITHIN TWO WEEKS.ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED BY D. MAINTAIN AT THE JOB SITE,COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. UNLESS OTHERWISE INDICATED,SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING: A.10.a. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. PROJECT NAME GREENWAY TC DIVISION 2 - SITE WORK (NOT USED) MUDBAY SIGN DIVISION 3 - CONCRETE AND REINFORCING (NOT USED) ARCH DIVISION 4 - MASONRY (NOT USED) EQUAL 4, EQUAL 4, (3)EQUAL SPACES=8'-3" k EQUAL y EQUAL / 12180 SW SCROLLS FERRY ROAD DIVISION 5 - METAL TIGARD,OREGON 97223 N2 TYPICAL\ 3/16 V e A. GENERAL o A.1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE 1 __ ____ ____ __ LATEST EDITION OF AISC STANDARDS. SUBMIT SHOP DRAWINGS OF STRUCTURAL AND MISCELLANEOUS S1.0 - _ __- ak - - `` - - -- _ S1.0 STEEL. H 1 II I II II IV II B. MATERIALS 1 11 1 1 1 1 II %II B.1. ALL STEEL PLATE,ANGLES,CHANNELS,ETC.TO BE ASTM A36 TYPICAL UNLESS OTHERWISE NOTED. ' III I I N ' I II II II II B.2. STRUCTURAL TUBING TO BE ASTM A500 GRADE B(Fy=46 KS!RECTANGULAR, Fy=42 KSI ROUND). °I I II II IIII I I B.3. UNLESS OTHERWISE NOTED,BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. m °1 I II Li_ I IVrlldPj* +THS53x2x1I4 I I EACH END BA. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS UNDER CNA II I 1111040, ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. 4i I I HS3x3x3l8,TOP AND BOTTOM C. WELDING a+9'-10" CHORDS,WITH 1/4"CAP C.1. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES. -. PLATE EACH END VI-ISS2x2x1/4 WEB / CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION THEY MEMBERS ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS SHOP WELDS MAY NEED TO BE -5TYPICAL REVISIONS FIELD WELDS TO AID ERECTION. 8 "PER SIGN SUPPLIER / ® DATE DESCRIPTION CENTERLINE OF 1D-6"(FIELD VERIFY) FACE OF EXISTING DIVISION 6 - WOOD (NOT USED) _ EXISTING COLUMN './ '`' GLULAM BEAM rA SIGN ARCH ELEVATION S 1 .O ELEVATION.dwg 1/2"=1'-0" `V -- Ii II 11 +----EXISTING COLUMN (E)ROOF SHEATHINGWit.,,; (E)2x BLOCKING ���ED PROF fS C,N� NG I N EF SSD �v