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HomeMy WebLinkAboutPermit Building 2017-08-15BLM SECOND FLOOR OFFICE REMODEL for Bureau of Land Management Copyright This drawing shows design features and elements of a design prepared by P4IANCa r,donernes., pc rnd is on be used only for work Whores! in w T,g b� the'o,-arS It gnat b^ de, 'rd norm, Ir di in whale arm par., nor.hall be sed for nor.; cdt_r bitJr,purposax Uninformed sed use wll ,d smareed an ioririgement at three "Ints. Springfield Inter -agency Office 3106 Pierce Parkway, Suite E Springfield OR 97477 DRAWING LIST Layout Sheet Revision A0.01 COVERSHEET AO.02 PLANS A0.03 DETAILS I SCHEDULES 11 OT[(" E: THIS PERMIT SHALL EXPIRE IF THE WORK AUTHORIZED UNDER THIS PERMIT IS NOT COINfiIENCED OR IS ABANDONED FOR ANY 180 DAY PERIOD. Project location Oregon Structural Specialty Code (OSSC) - 2014 effective October 1, 2014 OMSC Oregon Mechanical Specialty Code, 2014 Edition (2012 IMC with Oregon Amendments and the 2012 IFGC as an appendix) OEESC Oregon Energy Efficiency Specialty Code, 2014 Edition (2012 EGO with Oregon Amendments) OPSC Oregon Plumbing Specialty Code, 2014 Edition (Based on the 2009 UPC with Oregon Amendments) OESC Oregon Electrical Specialty Code, 2014 Edition (Based on the 2011 NEC with Oregon Amendments) OFC Oregon Fire Lode, 2014 Edition (2012 IFC with Oregon Amendments and Eugene Amendments) Springfield Code with Updates ANSI NFPA ICC/ANSI A177.1-2009, Accessible and Usable Buildings and Facilides,American National Standard, 2009 Edition, International Code Council, Inc. National Fire Protection Association (NFPA)- standards referenced in our state's statutes and regulations Location Plan PROJECT SUMMARY TAXMAP/LOT: #Site ID SITE: #Site Gross Area COORDINATE: 44.053365°N 123.016786°W ZONE: Office building OCCUPANCY: GROUPS CONSTRUCTION TYPE: II -A NOTE: A Fully Sprinklered building PROJECT SCOPE THESE DRAWINGS ARE FOR PURPOSE OF OBTAINING A PERMIT FROM THE CITY OF SPRINGFIELD (JURISDICTION). WORK SHOWN IS LIMITED IN DETAILAND SCOPE AND IS BASED ON EXISTING FINDINGS. WORK. UNDER THIS PERMIT IS: Remove modular furnishing partition and workstation and construct interior walls fora new individual enclosed office space. WORK BY CONTRACTOR/OWNER THE DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL TO THE WORK OF THE CONTRACTOR THE APPROVED BUILDING PERMIT DOCUMENTS MUST REMAIN AT THE PROJECT SITE AND BE AVAILABLE TO CITY OF EUGENE INSPECTORS AT ALL TIMES. GENERAL PROJECT NOTES L All sheets noted at the sheet index must be attached or accompany this set of Construction Documents for construction purposes. Obtain proper permits for all construction. Coreactthe Architect to confirm all Construction Documents are current, indudi Z All work to comply with the 2014 State of Oregon Structural Specialty Code 3. Building permit must be posted on site at all times 4. All work shall be coordinated to ensure minimal disruption to normal facility operations. Provide appropriate construction work barriers as approved by the Owner and Architect if necessary. Minimize and control spread of dust and other 5. The contactor shall limit on site storage, layout, construction trailers and parking 6. This project contains Owner Furnished Owner Installed (OFOI) and Owner Furnished Contractor Installed (OFCI) work as indicated and described in the Schedule. The contractor shall cooperate with the Owner, coordinate work and Install owner furnished equipment per schedule 7. The drawings indicate the general scope of the project in terms of architectural design concept, dimensions, the major elements including electrical and mechanical systems, as such 8. The drawings do not necessarily indicated or describe all work required for full performance and completion ofthe requirements of the contract documents 9. On the basis of the general scope indicated or described, the contractor shall furnish all items required for the proper execution and completion of the work 10. The structural, mechanical, plumbing, and electrical drawings are supplementary to the architectural drawings and it shall be the responsibility of the contractorto check the architectural drawings before fabrication and/or installation of the work. Notify the Architect of any discrepancies between the architectural drawings and drawings done by consulting engineers, if provided 11. Any work installed in conflict with the architectural or electrical drawings shall be connected by the General Contractor at his own expense, and at no additional expense to Architect or Tenant. 12. The Contractor Shall visit the site and be knowledgeable of conditions thereof. They shall investigate verify and be responsible for all conditions of the project and shall notify the Owner of any condition requiring modification before proceeding with the work 13. All symbols and abbreviations used on the drawings are considered construction standards. ATTENTION: Oregon law requires you to fallow rules adopted by the Oregon Utility Noti�ication Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001- 0090. You may obtain copies of the rules by calling the center. (Note: the telephone number for the Oreton Utility Notification center is 1-800-332-2344). 45I> RATER G REGION LICENSEE'5808 O 92, 16, OF O F OSL BALANCE architecture+design, pc 1888 Jefersen ret %Contact State#Contact Postcode p: 541-914-1733 e'. rex®belancearehilerlureed coin client Bureau of Land Management BLM SECOND FLOOR OFFICE REMODEL Springfield IrAer-agency Office 3106 Pierce Parkway, Suite E Sorinofield OR 97477 Figured dimension ams precedence over sole dimensions. Contactors must verity all dimensions on site before commencing any work or making shop drawings. project number dawn by checked 17- R R N knowing name COVERSHEET tlmwing number .IS rev A0.01 2 ELECTRICAL KEY P RECEPTICAL DATyVrELCo 1/41' = 1 t-0" UPPLY ETURN Copyright This drawing shows design features and elements of a design prepared by P4tANU amintectarr pc and is to be used only for walk authonsed in eldr, b4, me ^aeig, It .,,or b- or, 'nd directly amasi edy, in whole ain par:; nor troll 'Us setl for oran r bulling purines, ImaufhorLsed use will Le consigai d an in.ingemen, et Wyse nhfs. WALL TYPE SCHEDULE WT 1: FRAMING. Metal studs at 24" on center. Construct new framing to underside of existing suspended ceiling grid system. Do not modify existing ceiling system. SHEATHING. 5/8" Gypsum Wall Board (GWB). Place on each side of wall framing. THERMAL. Reflected Ceilinq PLAN 1/4a, = 1r-0" Fill cavity with eco -batt material. 1 NEW WALL PLAN D ~� PteRATER ' a G REGON LIC©�SEifSBOg O 7r ti OF Og BALANCE architecture+design, pc DEN PLAN 19oe Jefiemonst FICEAREA gCant rtState #ConmdPosteode p541-9141733 e: red&.1anaeaahilecturepo.com wr.- client Bureau of Land Management BLM SECOND FLOOR OFFICE REMODEL Springfield Inter -agency Office 3106 Pierce Parkway, Suite E Springfield OR 97477 Figured dimensions fake precedence over scale dimensions. Contractors must worry, all dimensions on site before rnmmencing any will, or making shopdrawin,. pa erunnnner dawn by checked 17- R R OFFI N E PLANS 1/4" = 11-0" drawing number wale re\reej�y-.�/ A0.02 R S 1 i S. S R: F i R LO IXT ATE RE — UPPLY ETURN Copyright This drawing shows design features and elements of a design prepared by P4tANU amintectarr pc and is to be used only for walk authonsed in eldr, b4, me ^aeig, It .,,or b- or, 'nd directly amasi edy, in whole ain par:; nor troll 'Us setl for oran r bulling purines, ImaufhorLsed use will Le consigai d an in.ingemen, et Wyse nhfs. WALL TYPE SCHEDULE WT 1: FRAMING. Metal studs at 24" on center. Construct new framing to underside of existing suspended ceiling grid system. Do not modify existing ceiling system. SHEATHING. 5/8" Gypsum Wall Board (GWB). Place on each side of wall framing. THERMAL. Reflected Ceilinq PLAN 1/4a, = 1r-0" Fill cavity with eco -batt material. 1 NEW WALL PLAN D ~� PteRATER ' a G REGON LIC©�SEifSBOg O 7r ti OF Og BALANCE architecture+design, pc DEN PLAN 19oe Jefiemonst FICEAREA gCant rtState #ConmdPosteode p541-9141733 e: red&.1anaeaahilecturepo.com wr.- client Bureau of Land Management BLM SECOND FLOOR OFFICE REMODEL Springfield Inter -agency Office 3106 Pierce Parkway, Suite E Springfield OR 97477 Figured dimensions fake precedence over scale dimensions. Contractors must worry, all dimensions on site before rnmmencing any will, or making shopdrawin,. pa erunnnner dawn by checked 17- R R N drawing name PLANS 1/4" = 11-0" drawing number wale re\reej�y-.�/ A0.02 DOOR TYPE LEGEND DOOR TYPE '..:14a1U71dre17Y1 SILL/THRESHOLD GLAZING SYSTEM FRAME FINISH LEAF FINISH LEAF THICKNESS HARDWARE QUANTITY 3070 7' i� NOTES 0' I TIMELY office door metal Wood Panel 0.13' lever hardware 1 DOOR SCHEDULE DOOR NUMBER DOOR TYPE NOTES D.01 3070 TIMELY metal frame OMIT - existing CLEGEND �_ �L 'I 6"— CFA t1 13t ACCESSIBILITY OSSC 1101.2.1 (ORS 447.220 and 447.231) All new work is designed to provide equivalent or greater accessibility, OSSC 3411.6 Alterations. The work in this building shall comply with the applicable provisions of ICC A117.1, unless technically infeasible. Where compliance with this section is technically infeasible, the alteration shall provide access to the maximum extent technically feasible. OPENING FORCE Not to exceed 5 pounds (OSSC 1008.1.3) FRAMING MATERIAL LIST copyright b00S162-54— Walls (0.0566 tri 50 ksi, typical framing member BY SCAFCO Trades, showedesignswun saga elements ofa de sign prepared by 600T200-54—Bottom Track (0.0566 in.)50 ksitypical framing member BY SCAFCO o4LVWC,hearcho udesig= pc,H is to be used onlyfarwork authorised in wd'rgb.the +.esiser:. granat t - on, -d directly or protracts, in wnote oris 600slottedtrack250-54— Deflection Track for top of wal 1(0.0566 n.) 50 ksi. typical framing pai., nar,h .be sed for m./also. Jing purposesmautheiseb use will member BY SCAFCO be consiur ed an rJageopeo,ci sda 240CS162-54 - Box beam header 24'Tsll x 6" wide CUSTOM BY SCAFCO FASTENERS: #10 x e/a" Self Tapping Framers Hilt, X -U 19 MX -1 - NOT REQUIRED 1 Ya" x %" Red Head Hammer Set Anchor- NOT REQUIRED FINISH: 5/8" GWB #8 SMS selftapp,ng sheet metal screws FRAMING NOTES. Hohzoutal Deflection: Fbrwall assemblies, limited to 1/360 of the wall height based on horizontal loading of 5 Ibf/sq. ft. Design in accordance with American Iron and Steel Institute Publication "S220 - North American Specification for the Design of Cold -Formed Steel Framing - Nonstructural Members", except as otherwise shown or specified. Design loads: As indicated on the Architectural Drawings to be 10 PSF (5 psf minimum as required by the International Building Code) Design framing systems to accommodate deflection of primary building structure (concrete) and construction tolerances and to withstand design loads with a maximum deflection of 1/2 inches. Framing Members, General: Comply with ASTM C 645 for conditions indicated. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated. Protective Coating: Comply with ASTM C 645; roll -formed from hot -dipped galvanized steel; complying with ASTM A 653/A 653M G40 (Z120) or having a coating that provides equivalent corrosion resistance. Where AISI S100 is referenced, it is the North American Specification for the Design of Cold - Formed Steel Structural Members, S100-07 and AISI S100-07 with Supplement S2-10, as applicable with U.S. provisions. The structural properties have been computed based on allowable strength design (ASD) method. Distortional buckling calculations are based on Krp = 0 The effective moment of inerea for deflection is calculated at a stress that results in a section modulus such that the stress times the section modulus at that stress is equal to the allowable moment. AISI 5100 Procedure I for serviceability determination has been used. Various sections may be manufactured with yield points of 50 kips per square inch (ksi). The yield point used for calculations is indicated in the tables. Conditions with loads that exceed the 5psf I,mitfor nonstructural members require an approved G60 coating. When provided, factory punchouts will be located along the center line of the webs of the stud members and will have a minimum center -to -center spacing of 24 Punchouts for members greater than 2 12" deep are a maximum of 1 12" wide x 4 12" long. Members with depths 2 12" and smaller are maximum 3/4" wide x 412" long. Any configuration or combination of holes that fit within the punchout width and length limitations mentioned above shall be permitted; other punchout configurations and locations not in compliance with limitations listed above must be approved by a design professional. Values herein are based on punchout configuration and location as dinvirsted below. C10 D REX GPRATER GE E 7 J' LICEIeSE k5808 F OF Og BALANCE architecture+design, pe 1808 Jefferson at #Contact State #Contact Postende p'. W-9141733 e. rex@balancearmincetvrep .com w: - tient Bureau of Land Management BLM SECOND FLOOR OFFICE REMODEL Springfield Inter -agency Office 3106 Pierce Parkway, Suite E Sodnefield OR 97477 Figured counters take precedence over scale dimensions. Coneaators must verity all dimensions on site before entrancing any work or making shop drawin,. carer number drawn by checked 17- R R N drawing name DETAILS I SCHEDULES drawing number scale rev A0.03