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Plans (10) BU P2015 - 00107 Switch for fixture(s) _7-Directional arrow(s) A. Definitions: 1. Contractor shall comply with the current"General Conditions"and °m Grid line © -- Switch /-Switch 'x' Exit sign & And Ga. Gauge Rad. Radius @ At Galv. Galvanized Rec. Recess(ed) building standards as provided by the building owner. />l, m �'�Lighted face(s) # Number or Pound GB Grab bar Ref. Reference) 1. "Typical"or"typ."indicates identical complete system for the condition � f� noted. 2. General contractor shall be responsible for coordinating the work of C� i Switch with G.L. Glued laminated lumber Reinf. Reinforce(d) hal{r Simpson Match line �- Rheostat switch rheostat Smoke detector ® A.C. Asphaltic concrete GVP Gypsum veneer plaster Req'd. Required different trades. a CO2 detector ® Acous. Acoustic(al) GWB Gypsum wall board Resit. Resilient 2. "Similar or"sim"indicates complete system and components • G, d Drawing number Switch with motion ACP Acous.ceiling panel Gyp. Gypsum Rev. Revision comparable to the characteristics for the condition noted. 3. Do not scale drawings. Contact architect for any missing dimensions. NEUUS,OREGO Detail call-out el Motion sensing switch sensor Speaker ® Adj. Adjacent or Adjustable R.O. Rough opening 111)Strf oo �s AFF Above finish floor HB 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 number corn lete the noted s stem an indicated in the ro ect documents. and architect fora roval rior to fabrication or construction. Chanes S vHel htlndicetedff �/�ountihet ht Alum. Aluminum HC Handicapped Sched. Schedule P Y P 1 PP P 9 QFWall section or partia #aY 9 5," 9 Approx. Approximate(ly) HDG Not-dipped galvanized Sect Section shown on shop draw ngs only will not satisfy this requirement. +176 z bldg.section 110v duplex receptacle r other than 18 AFF Thermostat Arch. Arohitect(urel) Hdwd. Hardwood Sht'g. Sheathing 4. "Align"indicates accurately provide finish faces of materials in straight, d.O rn"„� aHdwr. Hardware Sim. Similar true,and plumb relation to adjacent materials. 5. All modifications requiring owner or architect approval will not be valid 4 S I °t a� e ousting height unless authorized in writingbyowner and/or architect. ��' 'r�l�cJ' N el eh dicetion of Bd. Board HM Hollow metal Spec. Specification tJ n Building section 110v GFIC duplex receptacle Sconce Bldg. Building Horiz. Horizontal Sq. Square 5. "Clear"indicates dimension and shall set precedent for layout of '� E �9I_ switching Blkg. Blocking Ht. Height SS Stainless steel partitions. 6. Within five business days of start of construction,the contractor shall •• 5osaoo-9653 ••Pc r ndicetion of 8m. Beam HVAC Heating,ventilation,and Std. Standard notify in writing both the architect and owner of any items whose U E 0 Interior elevations 110v exterioririk duplex recept Surface-mount switching BOF Bottom of footing air conditioning SU. Steel B. Dimensions: estimated delivery to the site would be later than that required for timely r, w . d ® ® �_ ceiling future Brg. Bearing Strut. Structural installation in the construction sequence. Substitution of alternate items m One side •dj.sides .pp.sides Btm. Bottom ID Inside diameter S.V. Sheet vinyl1. Dimensions are indicated to the face of finished surface at all new and with shorter lead times,payment of rush fabrication or delivery charges ~� " r ## Vindication ofo 110v half-switched duplex ` Recessed-can switching Incl. Including Susp. Suspended existing construction,and center of columns or grid lines unless noted for out of sequence installation,or delay of installation options to be at k co a Three sides All sides receptacle ceiling fixture CC Center to center Insul. Insulation otherwise. the sole approval of owner or architect. asP° a Cem. Cement Int. Interior TC Terra cotta switchingon of 2. Alignment ofpartitions and finishes as scheduled shall be straight,true, 7. Contractor shall be responsible for providingall work and materials in T Cer. Ceramic Tel. Telephone 9 9 P Greenway Shops Sign Bridge a Revision e Double duplex receptacle Under cabinet fight switching andplumb. Dimensional layout shall be in the followingpriority order: accordance with the latest local buildingcodes and ordinances. o S CJ Control joint Jan. Janitor TOC Top of curb y Buildings B&C U Clr. Clear Jt. Joint TOF Topof footinga. Structural drawings; Tigard,OR 97223 0 /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 switching Col. Column KD Knock down TOP Top of pavement c. Small scale details; report any conflicts or questions for resolution before proceeding with -L 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. Elevation point dA sSSpecialpurposerete de Track light e e mayvaryCot. Carpet Lam. Laminate Typical 9. The use of the word"provide"shall always mean"furnish and install", i d --Existingelevation 9 P Typ. 3. Minimum dimensions for accessibilityclearances and buildingcode "connect",or"secure"as required. ECEI v k. , CT Ceramic tile Lay. Lavatory q ......-Room name Height AFF,no,of � Indication of Ctr. Center LSL Laminated strand lumber Unfin. Unfinished requirements shall be maintained. APR 13 2015 Namer 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 I 0 switching 4. Floor elevations are indicated at the face of the structural slab unless manufacturers written instructions and trade associations accepted CITY OF TIC ;Y it------Roomnumber spacing mounted fluorescent fixture Deg• Degree noted otherwise. standards. BUILDING Divo'cllfut; _ Dept. Department Mas. Masonry VB Vapor barrier Keynote Junction box Night lights �'/ 2 ri.J DU. Detail Mat'l. Material VCT Vinyl composition tile _� 9 9 �� ... 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 Diam. Diameter Mech. Mechanical finished material unless noted"above finish floor'or"AFF". shall include delivery lead times of construction items,and start and Wall h'� Dim. Dimension Mfr. Manufactedlr col with completion dates of each phase. The contractor shall update and Wall type symbol 6 Insul.or other cond. Power pole Emergency egress lights ►' 6. Ceilingheights are indicated from the floor elevation to the face ofprovide such schedule on a bi-weeklybasis. �� Dim. Dispenser Min. Minimum WC Water closet 9 Wall conditioner Dn. Down Misc. Miscellaneous Wd. Wood suspended acoustic ceiling grid or face of finish material for other ceiling Door n0 Dr. Door M.O. Masonry opening colo without types unless noted otherwise. 12.Work must be scheduled with the building management to avoid Door , Floor pedestal Ai Supply diffuser ® , Dwg. Drawing Mtl. Metal Wt. Weight disruption to other tenants,contractors,or projects. 7. Documents are drawn diagrammatically and scaled dimensions are fig!"ie 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, Raffle �relite no. Mud-ring and pull string for other than 18"AFF Return diffuser 0 Ea. Each No. Number relationships are indicated by dimensions as noted. timing of work,interruption of mechanical and electrical services, telephone/data connection-I- 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 r Elev. Elevation NTS Not to scale 14.Adequate cleanup,protection,and replacement of any ceiling tiles with battery back-up Eq. Equal and/or other disruption of the tenant improvements must be • Equip. Equipment O.C. On center P adjacentP Minimum mounting I Exist'g. Existing OD Outside diameter completed before business hours of that tenant in order that the 1-hour rated wall Horn-strobe height 80"AFF to Access panel ® Exp. occupa^f will not be inconvenienced in the normal continuation of their bottom of unit IExpansion OFCI Owner-furnished, 410 Definitions and Dimensions office hours. EJ Expansion joint Contractor-installed SPECIAL INSPECTION REQUIRED EW Each way OH Opposite-hand or Overhead State of Oregon Structural Specialty Coda 2-hour rated wall s� Panel �_ Sprinkler head + Ext Exterior Opng. Opening 15.Each subcontractor is responsible for any damage to adjacent work and Opp. Opposite CI Concrete and Reinforcing Steel shall reair said damage at their own expense. This includes all areas Fdn. Foundation OSB Oriented strand board Deferred Submittals on the premises such as common hallways,freight elevator,vestibules, Fire control panel a_FTre system g Manual pull station .E FEC Fre extinguisher cabinet ❑ 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. rPi F--i- -r-----r-0 fa c iF;e MED.mil FIr. Floor P-lam. Plastic laminate Plumbing Deferred III i .Upon r Face of a +i ,,■�` NNE FOS Face of Face of studhete Plast. d. Plywood ❑ Hig StrenghtStructural ldBolltting ergs ngShop ••„•••,Not applicable Not-applicable Electrical Deferred 17 of"record"as bush drawings each to the letion of all construction,the landlord oand tol the tenant setly one _ I I® O-,I I® =,I air ❑ Structural Masonry 18.All material to be new unless noted otherwise. t r r� r J I FR Fire rated PSL Parallel strand lumber Other: Not applicable CITY OF'TIGA1tD i _r H ill�, .■�1, FRT Fire retardant treated P.T Pressure treated ❑ Reinforced Gypsum Concrete REVIEWED FOR CODE COMPLIANCE �i 'MI 19.Patch all disturbed and/or dama ed areas as re uired to accom lishIr MINI I ■_I Ft Feet or Foot ❑ Insulating Concrete Fill Note: Separate permits required for deferred submittals. Design builders 9 q P Approved; �� --1'---�-�� Ftg. Footing are fully responsible for the design of their systems and components. The new work and as required for finished appearance. OTC: [ ] I t dl I t ltz Demolished construction Existing construction New Construction Furr. Furring ❑ Spray Applied Fire-Resistive Materials systems and components shown on the documents are schematic only. CIPihin• gs,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#:2015-C�OID� Provide design document submittal to the architect of record for review blocking,and framing for light fixtures,electrical fixtures,casework,and Address: 1'24 Sow _t-tet-t-5 T) ici) Legend °Abbreviations ❑ Shot°rete prior to submittal. all other items requinngit. Suite#: """""""" "° - ❑ Special Grading, Excavation and Filling a 21.Contractor shall coordinate all fire alarm work with building owner. . By: Date: (S Cl Smoke-Control Systems ❑ Other Inspections 22.All paint and fresh material colors shall match architect's control samples and require architects review prior to installation. Submit three copies to OFFICE COPY architect for review. 23.Contractor shall fumish shop drawings for review on cabinetwork, millwork,and any other special items requiring custom shop fabrication. h /- _.------ --- D11 Deferred Submittals Submit at least three copies to architect for review. ' � - 24.Repetitivefeaturesnot fully shownor noted on the drawings shall 4 be �A I completely provided as if drawn in full. " `•: • r t . 1 0. + e t 25.Throughout the drawings are abbreviations which are in common use. ` �, .* s The list of abbreviations provided is not intended to be a complete list. r4 ' o4. .;;14 .- 1 t- ' The architect will define the intent of any abbreviations in question. GGG 4 > S `°�` ' General Notes ,. if .. w«wx. ri ; Ia*,,\ 77 . 1. i. s i1 a ti, h Ix mak Issue date '` Project: This project involves minor site improvments and a '+ I r I _ Ma partial facade mo difiaction. . . g cn N ' 4 ' ' , Previous Use: Mercantile use,M occupancy. 2 3/24/2015 Permit Drawings Revision Information I. )"} I_ • All PartialtDemolition Site Plan ` �" '• Proposed Use: Mercantile use,M occupancy. 1 3/1712015 Permit Drawings rk-r r .,. ..*.._.,�_,._..A t :'rA_... •_ , • All Partial Ste Plan ��� kiiiir. '�uu�f,���r dam., , a: .,.�,.r- '� •, A2.1 Elevations Building No modifications to the existing building thermal Site Plan -- - Envelope: envelope are proposes. i Drawn by: RCS i File path: 2014/14123IL I I c h Project number: 141231.dwg 4 i• e \ Scale Site Plan Drawing Index Vicinity Map Summary of Work A01 A61. 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II ' �',. 1u 1 1,1.11 � ..._ � 11m 1 „ L. 1 I _ - ..,., I 3. , ,. �, 11. __---- 11111.1.11.1 III I I .d6 u I I --r- ..h , „ � 1 V .,. -._- STRUCTURAL NOTES RECEIVED V I.. Ni K 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 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. BUILDING DIVISION A. GENERAL STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: COMMENTS DURATION INSPECTION AGENCY 3933 SW KellyAvenue C=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES,OBSERVING THE 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 OF ALL BOLTS INSTALLED 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: HIGH STRENGTH A325N AND A490N BOLT INSTALLATION VERIFYTO G 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 PRECAST CONCRETE THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE A.5. 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 (Vult) 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 INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE,OR PARTS OF THIS PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE PROJECT IN OTHER LOCATIONS. 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 DIVISION 2 - SITE WORK (NOT USED) GREENWAY TC MUDBAY SIGN DIVISION 3 - CONCRETE AND REINFORCING (NOT USED) ARCH DIVISION 4 - MASONRY (NOT USED) EQUAL k EQUAL (3)EQUAL SPACES=8'-3" ` EQUAL } EQUAL 12180 SW SCROLLS FERRY ROAD DIVISION 5 - METAL \ TIGARD,OREGON 97223 A. GENERAL TYPICAL> 3/16 V A I A.1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE 1 I / 2 LATEST EDITION OF AISC STANDARDS. SUBMIT SHOP DRAWINGS OF STRUCTURAL AND MISCELLANEOUS S1.0 - ----- - - W STEEL. B. MATERIALS 8.1. ALL STEEL PLATE,ANGLES,CHANNELS,ETC.TO BE ASTM A36 TYPICAL UNLESS OTHERWISE NOTED. N I B.2. STRUCTURAL TUBING TO BE ASTM A500 GRADE B(Fy=46 KSI RECTANGULAR, Fy=42 KSI ROUND). : B.3. UNLESS OTHERWISE NOTED,BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. m 1 1_ ` rt-HS53x2x1/4 ���""i EACH END B.4. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS UNDER N1 - - -s -ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. I VHSS2x2x1/4 1 HS3x3x3/8,TOP AND BOTTOM C. WELDING +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 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 BETYPICAL - REVISIONS FIELD WELDS TO AID ERECTION. 8-5"PER SIGN SUPPLIER / A, DATE DESCRIPTION CENTERLINE OF 17'-6"(FIELD VERIFY) FACE OF EXISTING DIVISION 6 - WOOD (NOT USED) EXISTING COLUMN ' GLULAM BEAM A SIGN ARCH ELEVATION 1 .0 ELEVATION.dwg 1/2"=V-0" II EXISTING COLUMN (E)ROOF SHEATHING r^ ��- -\GRED PROFESS (E)2x BLOCKING c;5 ‘46I N eF /p i 65 656' • -E E r d O - v • 0 h _ ��-\--(E)RAFTERS 1/4"PLATE WITH(3) %No% L G�Y 12, 2�0 1/2"DIA THRu-BOLTSregillA `° IFN D. RUSE aP 03.24.15 '1 t4. 1/4'PLATE WITH(4) EXPIRES: 12/31/2016 *Jill) 1/2"DIA THRU-BOLTS 3/16 r 3/16 r ` 2x PT BLOCKING AND PLATE 'DWASHER SPACERS PER ARCH DATE O I"fttil IIjI MARCH 2015 EXISTING BEAM al AND CONNECTION } iv I SCALE PROJ.NO. rn in i - AS NOTED 20140738 J EXISTING STIFFENER 1' 111 p p PLATES,BEYOND1001000 __. _ -- -- - DRAWN CHECKED I- (E)FINISHES O A KDR KMK C n N Q (E)SOFFIT FRAMING o SIGN TRUSS PER SAO SIGN TRUSS PER S1.0 E)GLULAM BEAM STRUCTURAL w 0 SHEET 0 h N r N 11111 .§ 1 SIGN ARCH DETAIL 2 SIGN ARCH DETAIL V 5 O S1 .0 DETAILS.dwg 1/2"= 1'-0" 1 .0 DETAILS.dwg 1/2"=1'-0" 1 . 0 20140738 1 — S10 — STRUCTURAL SHEET.dwg 24 Mar 2015 — 1:51 pm r