Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/24/2018ABBREVIATION LEGEND SYMBOL LEGEND SCOPE DESCRIPTION Vertical fenestration (30% maximum of above- rade wall) (PARTIAL LIST)DETAIIREFERBJCE I tl-factor ONLY ITEMS REQUIRED FOR PERMIT ARE DESCRIBED: Fixed, operable, and doors with greater than 50% glazing 0.35 Metal framing with or without thermal break Fixed: including curtain wall/storefront MECHANICAL, ELECTRICAL, AND PLUMBING ARE NOT UNDER THIS PERMIT. Entrance door 0.80 All other' SECTION THE PROJECT DIVIDES THE EXISTING RETAIL SPACE INTO THREE USES TO PROVIDE AN AUTOMOTIVE SHOP, AN AUTOMOTIVE RETAIL STORE, AND AN APARTMENT IN THE SAME EXISTING & CL AND N. NORTH 3HEETREFERENCE SHELL. THE BUILDING WILL BE FULLY SPRINKLERED, AND BROUGHT UP TO CURRENT ENERGY AND STRUCTURAL CODES. 0.40 CENTERLINE R-7.56 R-7.5ci Floors Mass 1•t1C_ NOT IN CONTRACT NO. /# NUMBER DESCRIPTION DETNLREFERENCE DEFFERED SUBMITTALS: R-30 ALUM. ALUMINUM N.T.S. NOT TO SCALE Unheated slabs 1. FIRE SPRINKLERS R 10 for 24 in. below ABV. ABOVE O.A. OVERALL oErw� s"EErREEFE�cE BUILDING SUMMARY SwittQin BOT_ BTW. BOTTOM O.C. ON CENTER BETWEEN OPP. OPPOSITE ELEV. REFERENCE a CONSTRUCTION TYPE: TYPE V -B, SPRINKLERED, FIRE ALARM SYSTEM THROUGHOUT ENTIRE BUILDING U-0.50 � i ELEVERJOR ATIONd ::��b OCCUPANCY: MIXED + COL- COLUMN PL. PLATE SHEET REFERENCE GROSS BUILDING AREA = 7,746 SF (SEE A101 FOR AREA TABULATION INFO) L, CONC. CONCRETE PR. azaz 'atx a 1600 1462- CONN. CTR. CONNECTION CENTER PRE -FAB. PREFABRICATED DOORTYPE DOOR 6DLAND USE SUMMARY DET, DETAIL 1Soo' COMMUNITY COMMERCIAL - CC CD DIA. DIAMETER RISER DIM. DIMENSIONREF. REFERENCE W"DOWS - T3.2-310 SCHEDULE OF USES: ON. DP_ /D DOWN DEEP REQ: REQUIRED 'ENDOW - AUTO AND TRUCK DEALERS: SUBJECT TO SPECIAL DEVELOPMENT STANDARDS PER 4.7-175 DWG. DRAWING suEwM -� - GARAGE, REPAIR: SUBJECT TO SPECIAL DEVELOPMENT STANDARDS PER 4.7-150 S. SOL ITH DATUMPoI"r} - ONE SINGLE-FAMILY DWELLING, AS A SECONDARY USE: PERMITTED PER 4.7-210 TO BE COMPLIANT WITH 3.2-215. E_ EAST SECT. SECTION (Et FA. EXISTING SIM. SIMII AR FACH SPEC. SPECIFICATION KEYED NOTES T3.2-310 SETBACKS: EQPT. EQUIPMENT SQ. SQUARE - 10' FOR BUILDING; 5' FOR PARKING, DRIVEWAY, OUTDOOR STORAGE ALL SIDES FON. FOUNDATION ELEVATION POiNT-NEW DEV. CODE 4.6-125 PARKING FIN. FINISH S.ST. STAINLESS STEEL AUTO: FT. FTG. FOOT/FEET ST_ STREET FOOTING STD. STANDARD cEtatERUNE - - 2 SPACES DWELLING REQ'D / STL. STEEL - 1 SPACE / 300 SF GROSS FLR RETAIL/REPAIR/OFFICE REQ'D GALV. GALVANIZED STRUC. STRUCTURAL GROSS RETAIL AREA = 4,609 SF/300 = 15 SPACES REQ'D GR. GRADE CRI°u"E Q- - - - - TOTAL (17) SPACES REQ`D, (13) SPACES PROVIDED H.M. HOLLOW METAL TBD' TO BE DETERMINED TME. TO MATCH EXISTING - MIN. 250 SF LOADING AREA PROVIDED PER 4.6-135 HORIZ. HGT. HOR17ONTAL HEIGHT TYP. TYPICAL PROPERTY LINE - - - U.O.N. UNLESS OTHERWISE NOTED BIKE: IN_ INCH wnu.ASSEWLY - (3) SHORT-TERM BICYCLE PARKING SPACES PROVIDED PER 4.6-145 INFO. INFORMATION VERT. VERTICAL - (1) LONG-TERM SPACE PROVIDED. MAX. MAXIMUM VIF. VERIFY IN FIELD MET_ METAL SEE SITE PLAN FOR LOCATIONS MFR, MIN. MANUFACTURER W. WEST MINIMUM w/ WITH CODE PATH '" --- -- UPDATE MISC. MISCELLANEOUS WT. WEIGHT MTO. MOUNTED APPLICABLE CODES: CHAPTER 7 MTL. METAL GENERAL CONSTRUCTION INFO 2014 OREGON STRUCTURAL SPECIALTY CODE [OSSC] FIRE PARTITIONS SHALL HAVE A 1 -HR FIRE RATING PER 708.3 (POSSIBLY 1/2 -HR FOR 2014 OREGON FIRE CODE [OFC] 2014 OREGON MECHANICAL SPECIALTY CODES [GMSC] CORRIDORS AND RESID. IF EX. 1 & 2 HOLD FOR SPRINKLERS) 1. ALL WORK SHALL BE IN CONFORMANCE WITH CITY OF SPRINGFIELD CODES, APPLICABLE 2014 OREGON ELECTRICAL SPECIALTY CODES [OESC] HORIZONTAL ASSEMBLIES SEPARATING DWELLING UINTS SHALL HAVE BE OF A MIN LOCAL ORDINANCES, AND THE 2014 OREGON STRUCTURAL SPECIALTY CODE (THIS CODE IS 2014 OREGON PLUMBING SPECIALTY CODES [OPSC] 1 -HR FIRE -RESISTANCE -RATED CONSTURCTION PER 711.3 (UNLESS EXCEPTION FOR REFERRED TO IN THESE DOCUMENTS BY THE ABBREVIATION OSSC). 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE [OEESC] 1/2 HR WITH FIRE SPRINKLERS HOLDS) 2. NOTHING IN THESE PLANS, NOR THE ABSENCE OF INFORMATION SHALL BE CONSTRUED TO PERMIT WORK NOT IN COMPLIANCE WITH CODE REQUIREMENTS. THE CONTRACTOR IS BUILDING CODE SUMMARY (REVIEW FSD PENDING FINAL BUILDING LOC. ON LOT TOO) 705 RESPONSIBLE FOR ALL WORK TO MEET FULL CODE COMPLIANCE, WHETHER INDICATED (E) BUILDING OCC. GROUP B, TYPE V -B CONST, UNSPRINKLERED, REQUIRES PARTIAL HEREIN OR NOT. CHANGE OF USE TO F-1 AND R-3. 705.8 UNPROTECTED OPENINGS: 3. THESE DOCUMENTS ARE NOT, AND DO NOT PURPORT TO BE PERFECT. IT IS THE OWNER'S FSD FSD OPENING ALLOWED AREA AND CONTRACTOR'S RESPONSIBILITY -PRIOR TO THE START OF CONSTRUCTION- TO BRING (N) CONSTRUCTION TYPE: TYPE V -B, SPRINKLERED W/ NFPA 13 SYSTEM THROUGHOUT - TO THE ATTENTION OF THE ARCHITECT PERCEIVED OR ACTUAL DISCREPANCIES, CONFLICTS, 5'-10' UP, S 25% OMISSIONS, ERRORS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, AND TO OCCUPANCY: B (RETAIL) 10'-30' UP, S 45% REQUEST ADDITIONAL INFORMATION, CLARIFICATION OR CORRECTION OF SUCH ITEMS F-1 (AUTOMOBILE REPAIR SHOP) AND ISSUES. WHERE DETAILS ANNOTATE CONDITIONS, SIMILAR CONDITIONS WHERE R-3 (RESIDENCE) CHAPTER 9 OCCURRING IN PROJECT SHALL BE IMPLIED AS BEING THAT SAME CONSTRUCTION EVEN IF FIRE SPRINKLERS IN ACCORDANCE WITH 903.3 PROVIDED THROUGHOUT BUILDING NOT ANNOTATED ON DETAIL AS TYPICAL. CHAPTER 4 SEPARATIONS BETWEEN USE GROUPS PER R-3 OCCUPANCY (903.2.8) 4. THE DRAWINGS ILLUSTRATE LOCATIONS, ARRANGEMENTS, DIMENSIONS AND DETAILS TO F-1 SPRAY BOOTH TO BE SEPARATED PER FIRE CODE (AND 416.4) DETERMINE THE GENERAL CHARACTER OF THE WORK. R-3 WALLS SHALL BE FIRE PARTITIONS PER 708 (AND 420.211. (REVIEW 1007 & 1009 FOR STAIR REQ/EXCEPTIONS) 5. DRAWINGS SHALL NOT BE SCALED, UNLESS AUTHORIZED BY THE ARCHITECT. REQUEST R-3 FLOORS SHALL BE HORIZONTAL ASSEMBLIES PER 711 (AND 420.3). CLARIFICATION FOR ANY MISSING DIMENSIONS FROM THE ARCHITECT. TABLE 1014.3: (REVIEW EXITING THROUGH INTERVENING SPACE ISSUE) 6. DRAWINGS OF A GREATER SCALE TAKE PRECEDENCE OVER DRAWINGS OF A LESSER SCALE. REPAIR GARAGES: B OCC: THE COMMON PATH OF TRAVEL IS 100' WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE. 406.8.1: MIXED USE ALLOWED PER 508.1 F OCC: THE COMMON PATH OF TRAVEL IS 100' 7. DIMENSIONS ARE TO FACE OF STUD/STEEL BENT, TOP OF SLAB, SUBFLOOR AND TOP PLATE, 406.8.2: VENT AS PER MECH. CODE, CONTROLS TO BE A GARAGE DOOR ENTRANCE(S) ' R OCC: THE COMMON PATH OF TRAVEL IS 125° . UNLESS NOTED OTHERWISE. DIMENSIONS LABELED "CLEAR" ARE TO FACE OF SURFACE 406.8.4: HEATING EQPT. AS PER MECH CODE FINISH. 406.8.5: INSTALL NON-ORDORIZED GAS DETECTION SYSTEM AND COMPLY WITH THIS 1015.1: 1 EXIT IS ALLOWED FOR EACH B, F AND R OCCUPANCIES BELOW MAX 8. DIMENSIONS SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR, AND ANY SECTION A5 NEEDED. COORDINATE W/ OWNER. OCC LOADS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING THE WORK. DWELLING SEPARATATION: 1016 - EXIT ACCESS TRAVEL DISTANCES: 9. THE DRAWINGS DO NOT PURPORT TO INCLUDE COMPLETE DETAILS OF ALL PHASES, AND 420.2: WALLS TO BE FIRE PARTITIONS AS PER 708 B OCC: 300' (WITH SPRINKLER SYSTEM COMPLIAT WITH 903.3.1.1) FACETS OF CONSTRUCTION. DETAILS NOT SPECIFICALLY SHOWN SHALL BE OF THE SAME 420.3: FLOORS TO BE HRIZONTAL SEPARATIONS AS PER 711 F OCC: 250' (WITH SPRINKLER SYSTEM COMPLIAT WITH 903.3.1.1/2) NATURE AS OTHER, SIMILAR CONDITIONS. PARTS NOT DETAILED SHALL BE SUBJECT TO THE R OCC: 250' (WITH SPRINKLER SYSTEM COMPLIAT WITH 903.3.1.1/2) ARCHITECT'S APPROVAL. ALLOWABLE STORIES AND AREAS PER OSSC TABLE 503: 10. THE DRAWINGS INDICATE GENERAL ARRANGEMENT AND LOCATION OF SUCH ITEMS AS B, TYPE VB = (2 STORIES) 9,000 SF CONDUIT, CABLES, PLUMBING AND ELECTRICAL FIXTURES, SWITCHES, RECEPTACLES, F-1, TYPE VB = (1 STORY) 8,500 SF APPLIANCES AND EQUIPMENT. THE EXACT LOCATIONS OF THESE ITEMS WILL BE GOVERNED R-3, TYPE VB = (3 STORIES) UNLIMITED BY BUILDING SITE AND ACTUAL BUILDING CONDITIONS. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO ARRANGEMENTS OR LOCATIONS SHOWN IN ORDER TO MEET SHEET INDEX PROPOSED AREAS (SEPARATED OCCUPANCIES PER 508.4):_ STRUCTURAL OR ARCHITECTURAL CONDITIONS, OR BECAUSE OF INTERFERENCE WITH OTHER B SEPARTION TO F1 = NON SEP USES WORK AND, AT ARCHITECT'S REQUEST, WITHOUT ADDITIONAL EXPENSE TO THE OWNER. B SEPARTION TO R3 = 1 HOUR AND STC OF 50 THE CONTRACTOR SHALL REQUEST A WALK-THROUGH WITH THE ARCHITECT TO LOCATE F1 SEPARTION TO R3 = 1 HOUR SHEET INDEX ALL SUCH EQUIPMENT PRECISELY, PRIOR TO CONSTRUCTION OF PORTIONS AFFECTED BY LOCATIONS OF SUCH ITEMS. 505.2 MEZZANINE AREA Sheet Sheet Name 11. THE ARCHITECT SHALL BE CONSULTED FOR ALL MATTERS REGARDING AESTHETICS, MEZZANINE IS UNDER 1/3 OF FLOOR AREA OF ROOM BELOW: 1,825SF/3 = 608 SF INCLUDING BUT NOT LIMITED TO, FINISHES, COLORS, TEXTURES, PROPORTIONS, OR ALLOWABLE. 603 SF PROPOSED ALIGNMENTS. AOO1 COVER SHEET 12. DETAILS OF CONDITIONS SHOWN WILL APPLY TO SIMILAR CONDITIONS AS TYPICAL WHERE TOTAL BUILDING AREA = 7,264 SF OCCUR. TOTAL FIRE AREA (BUILDING + MEZZ) = 7,867 SF A002 AS BUILT SURVEY 13. A CITY -APPROVED SET OF THE CONSTRUCTION DOCUMENTS MUST BE ON THE JOB SITE AT ALL TIMES, AS WELL AS A SET OF THE MOST RECENT ISSUE OF THE CONSTRUCTION TABLE 601 A003 ANSI INFO & SCHEDULES DOCUMENTS AND SUPPLEMENTAL INFORMATION (SI'S). SUMMARY FIRE -RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS FOR TYPE 5B A004 DEMOLITION PLANS 14. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND ADHERENCE TO SPRINKLERED BUILDING JURISDICTIONAL CODES FOR CONSTRUCTION. .STRUCTURAL FRAME: A100 ARCHITECTURAL SITE PLA N 15. CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY SHORING, SUPPORT, STAGING AND EXTERIOR: VARIES, SEE PLANS A101 LIFE SAFTEY PLAN 16. DEMOLITION. CONTRACTOR RESPONSIBLE FOR ADHERING TO OWNER'S LEVEL OF QUALITY ASSURANCE, INTERIOR: VARIES, SEE PLANS A102 PROPOSED LVL 1 PLAN NON-BEARING WALLS & PARTITIONS: - METHODS, MATERIALS, FIXTURES, ACCESSORIES AND FINISHES AS SPECIFIED BETWEEN EXTERIOR: VARIES, SEE PLANS A103 PROPOSED LVL 2 PLAN OWNER AND CONTRACTOR. COORDINATE WITH ARCHITECT AS MERITED. INTERIOR: VARIES, SEE PLANS 17. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED AS PER CODE REQ.. FLOORS CONSTRUCTION: I HOUR AS NOTED A104 PROPOSED LVL 1 RCP 18. REST ROOM SIGNAGE AS PER 1 109.15.5 SHALL BE PROVIDED ROOF CONSTRUCTION: 0 A105 PROPOSED LVL 2 RCP 19. AT NEW DOORS, ALL DOOR LANDINGS SHALL BE NO LOWER THAN 1/2" FROM DOORWAY WINDOWS 0 THRESHOLD (ALUMINUM) W/ A MAX. LIP OF 1 /A" A201 ELEVATIONS 20. GC SHALL REQUEST ARCHITECT TO FIELD VERIFY ALL FLASHING AND WATERPROOFING TABLE 602 A202 ELEVATIONS CONDITIONS THAT DEVIATE FROM TYPICAL INDUSTRY STANDARD NORMS. ALL EXTERIOR 0'-5' 5'-10' 10'-30' WINDOW, DOOR AND SIDEWALL FLASHING CONDITIONS SHALL BE APPROVED BY THE2 F1- HOURS 1 HOUR 1 HOUR A301 SECTIONS ARCHITECT PRIOR TO PROCEEDING WITH INSTALLATION. R3= 1 HOUR 1 HOUR 0 HOUR A302 SECTIONS 21. THERE SHALL BE SOLID FRAME BACKING AND BLOCKING BEHIND ALL WALL ATTACHED OR B= 1 HOUR 1 HOUR 0 HOUR SURFACE MOUNTED ACCESSORIES, BARS, RAILS, TOILET PAPER HOLDERS,TOWEL BARS, A401 WALL SECTIONS DOOR STOPS, ETC WITHOUT FAIL. IF NOT SHOWN ON PLANS IT SHALL BE ASSUMED THAT CHAPTER 7 A501 ASSEMBLY DETAILS THIS WILL OCCUR AS STANDARD FRAMING PROCEDURE. FIRE PARTITIONS SHALL HAVE A 1 -HR FIRE RATING PER 708.3 22, IN CASE OF METAL STUD CONDITIONS, USE 16 GA -b" WIDE FLASHING AS BACKING BEHIND A502 DETAILS SHEETROCK AND OVER METAL STUDS. HORIZONTAL ASSEMBLIES SEPARATING DWELLING UINTS SHALL HAVE BE OF A MIN 1 -HR Grand total: 17 23. ALL STRUCTURAL MEMBER BEAMS, TIMBER TRUSSES AND JOISTS SHALL HAVE APPROVED FIRE -RESISTANCE -RATED CONSTURCTION PER 711.3 (UNLESS EXCEPTION FOR 1/2 HR WITH MECHANICAL CONNECTORS. VERIFY WITH ARCHITECT/ENGINEER IF FIELD CONDITIONS FIRE SPRINKLERS HOLDS) VARY FROM DRAWINGS. 24. ALL FINISHES TO BE CLASS 'A' FIRE CLASSIFICATION 25. U.O.N., WHERE REQUIRED TO PATCH FLOOR, WALL, AND CEILING SURFACES TO MATCH AND TIE INTO ADJACENT SURFACE. 26. U.O.N. ALL (N) GYP BD THICKNESS T.M.E.; AT WET AREAS, USE MOISTURE & MOLD RESISTANT GWB. ENERGY COMPLIANCE ENVELOPE MIN. INSULATION REQUIREMENTS: PLEASE NOTE THERE IS NO CHANGE TO THE BLDG. ENVELOPE SHAPE IN THIS SCOPE OF WORK. • PROVIDE AN APPROVED VAPOR BARRIER ON THE WARM SIDE OF FLOORS, EXT. WALLS & CEILINGS TABLE 502.3 BUILDING ENVELOPE: REQUIREMENTS: FENESTRATION CLIMATE ZONE 1 5 AND MARINE 4 Vertical fenestration (30% maximum of above- rade wall) Fenestration type I tl-factor Framing materials other than metal with or without metal reinforcement or cladding Fixed, operable, and doors with greater than 50% glazing 0.35 Metal framing with or without thermal break Fixed: including curtain wall/storefront 0.45 Entrance door 0.80 All other' 0.46 SHGC-all frame types 0,40 SkyHghts (3% maximum of roof area) U factor 0.60 SHGC 0.40 TABLE 502.1.1 BUILDING ENVELOPE REQUIREMENTS - OPAQUE ASSEMBLIES CLIMATE ZONE 5 AND MARINE 4 All outer J__Group R Roots Insulation entirely above deck R-20ci R-206 Metal buildings (with R-3.5 thermal blocksa-t' R-13 + R-13 R-19 Attic and other R-38 L R-38 Walls, Above Grade Mass R-11.46 R-13.36 Metal buildingb R-13 + R-5.66 R-13 + R-5.66 Metal framed R-13 + R-7.5ci R-13 + R-7.5ci Wood framed and ether R-1.3 + R-3.86 or R-21 R-13 +R-3.8ci or R-21 Walls, Below Grade Below grade wslld R-7.56 R-7.5ci Floors Mass R-19ci R -I2.56 JoistTramine steel/wood R-30 R-30 Slab -on -Grade Floors Unheated slabs NR R 10 for 24 in. below Heated slabs R-15 for 24 in. below R-15 for 24 in. below Opaque Doors SwittQin U-0.70 U-0.70 -Roll-up or sliding= U-0.50 U-0.50 For Sl: I inch = 25A mm. ci = Continuous insulation. NR = No requirement a. Thermal spacer blocks are required. b. Assembly descriptions can be found in Table 5012(2). c. '%%en heated slabs are placed below grade, below -grade walls must meet the exterior insulation requirements for perimeter insulation according to the heated slab -on -grade construction. PERMIT REFERENCE PLEASE REFER TO PERMITS, FOR ADD'L INFO. TENANT/CLIENT/OWNER: YANHOO YU (AKA IAN) 1500 NORKENZIE RD., APT. #60 EUGENE, OR 97402 541-505-1997 ARCHITECT: AGATE ARCHITECTURE, LLC 313 E. 8TH AVE., STE 201 EUGENE OREGON 97401 541.520.4558 MICHAEL@AGATEARCHITECTUR E.COM CONTACT: MICHAEL SORACI, AIA STRUCTURAL ENGINEER: MICHAEL A COX, P.E. SSW ENGINEERS INC. 2350 OAKMONT WAY SUITE 105 EUGENE OR 97401 PHONE: (541) 485-8383 GENERAL CONTRACTOR: VICINITY+MAP, ELECTRICAL CONTRACTOR: PLUMBING CONTRACTOR: MECHANICAL CONTRACTOR:I AX+ ZONING Rural CoiTiprehensive Pian (RCP) Zoning No RCP Zoning.or Pian Designation, s a Rural Zoning Nap ,T02 Of 1000 RCP Flan Designation No RCP Zoning or Plan Des€gnation - ! 1300 0 Rural Plan Designation Map ----M- M,- ------ € k.6ac ( 7300 SOOT o.a5gc' 8005 9004 A RCP Site Review Nane Found oas0 c r £1,14 AG. #€,14 AC Metro Plan Designation C Commercial' c>��' acTDO Small Citi UGB Zoning None Found ------__ Small City Urbanizing Zone NoneFound t� Small City UCB`Site Review None Found Link to City Planning and Zoning Springfield ZoniN and PlanninCo i ct 1601 i 1400 0.63aC STIR � i ta403 .�2' + 700 WABAC ` ��irz L, 600 azaz 'atx a 1600 1462- t , RCP and t a$ �c�ning Refe e Ice_ ? i 1Soo' Soo CD i 1401 r i € W a AC gV Of a S ( 7300 SOOT o.a5gc' 8005 9004 A £1,14 AG. #€,14 AC D.i6AC c>��' acTDO 'A' STIR ta403 .�2' 1 ---- c+ a . i 400 i t , CD 406 I ... `•'.'"``,`. HIGHWAY ............. `,`r':'erse�,-«,,, SITE ADDRESS 3988 MAIN ST SPRINGFIELD, OR 97478-6454 00 x 2400 2300 2200 1 all, a , r , MAP & TAXLOT#17-02-31-41-01500 a.3Ac 5500 F, 6800 a 47,001.ssnc 14 TAX ACCOUNT# 0122216'0°°°° i PROPERTY OWNER t. j YU YANHAO 1500 NORKENZIE RD APT 60 EUGENE, OR 97401 PROJECT LOCATION: TAX ACCOUNT ACREAGE 0.3A LOTS 1402 & 1500 MAPPED TAXLOT ACREAGE 0.34 Site Address: 3988 MAIN ST. SPRINGFIELD, OREGON 97402 Map & Taxlot# 1702-3141-1500 1 Alllli�;i i -c (� ®O`_ SFV 't\` ; GON 011 #6871 F Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. I Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, g h tecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, LLC. 3988 Main St. Tenant Improvement COVER SHEET Project number 2017.11 Date 5.15.18 Drawn by MJS Checked by A001 Scale 3/16" = 1'-0" b�Q meat Issues �'1'la-e�`vu� Date Receives MAY 24 2018 Is odginal submittal ral �NGRTF FM,>i.Y."..:f'4 rx4 "'q YY�� ...Stt�j;. h.0 i 20 FOR REFERENCE ONLY \ol®� _,.ire, I c0N #60 Y Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. I Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC Q FOUND MONUMENT ow EXISTING WATER, VALVE a L N°4DD" W. 89.67* i ENGINEERS. Dwhi EXISTING WATER >.MEFER - FIRE HYDRANT l SoE r _ - -"" toy BUILDING DBIGEXISTING y llURVEY, &t EXISTING STORMWATER MMHQLE i USEPLABBIN 03 ®' EXISTING CATCH BASIN I I/ EXISTING BUILDING 235D i�ekonL std, Suite 105 EXISTING CURB INLET ( Iz : tFINISHED FLOOR = 482.88 Eugene, Oregon 37401 EXISTING WASTEWATER MANHOLE, t( 'r { A S R H A L T (54 1) 485-8383 acct EXISTING CLEANOUT� ;� Im i �. �* F ,� FAX {541) 485-83 84 C1 EXISTING ELECTRIC MUER I y wWw.sswenginears.corn f:1 PP EXISTING POWER POLE ( Ev EXISTING ELECTRIC VAULT' -r-'�Pp E-- EXISTING POWER POLE w/STREET LIGHT EXISTING POWER POLE GUY ANCHOR � In iT EXISTING TELECOMMUNICATIONS RISER� .�.--u—.�..-�.-•-;: EXISTING FENCE LINE 1 Yf. EXISTING CURBING ' s sr --- sT --EXISTING STORMWATER PIPE � # T0 j —WW—WN— EXISTING WASTEWATER PIPE—W —W — EXISTING WATER LINE RP Lli r --- e — OKV-0 EXISTING, UNDERGROUND ELECTRIC LINE OVERHEAD WIRE(S) { 1 0 T -T - EXISTING TELEPHONE LINE l f 1Wf fdT i`lt+�— EXISTING FIBER OPTICS LINE � — —TOP— — DENOTES S EXiSDNG IOP OF BANK 1 y -- DENOTES EXISTING TOE OF BANK. / TAX LCAT 500 0 � R O.T't, DENOTES RIGHT-OF-WAYl 1- P f C7 c+y "etaL0— '.- '; DENOTES EXISTING CONCRETE SURFACE00 tl j f �I. � �G Vie. `ems ° - iia ffi 0 El El 44 0 ` L I TAX LOT 1401' TAX LOT 1500 I L ASPIIAL f �€ I CL BUILDING ,r) I fly pI j� ,, g STORM MANHOLE bz� RIM = 482.53 FL 15" N- 477. A 1 i Zi S I i\ 1:_. E T FL 1.2 E � 475.555 FL 12- W = 476,36 tiled SHEET 11-1V No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, I.I.C. 3988 Main St. Tenant Improvement AS BUILT SURVEY Project number 2017.11 Date 5.15.18 Drawn by Author Checked by Checker A002 Scale yuo�l,�&V&LkA �Y�x�t \SSves tY�r� Co N M LO 00 O N t - Door Schedule TYPICAL APPLICABLE CLEARANCE & MOUNTING DATA AS PER ICCJANSI A 117.1-2009 & APPLICABLE TO SCOPE Mark Phase Created Width Height Description Material Frame Type Fire Rating Hardware Comments 1 New Construction 9'- 0" 81-011 MANUAL OVHD DOOR ANODIZED ALUM. ANODIZED 0 MINUTES ATE ALUM. AG ACCESSIBLE DIAGRAMS: THESE DIAGRAMS ARE FROM THE AMERICAN NATIONAL STANDARDS "ANSI Al 17.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2009 CODE BOOK" AND 2 New Construction 6' - 0" 74-01' DBL. STOREFRONT DOOR ANODIZED ALUM. SF. 0 MINUTES BY SF SUPPLIER - ADA COMPLAINT ARE REFERRED TO IN 2014 OSSC CHAPTER 1 1, ACCESSIBILITY 3 New Construction 9' - 0" 8' - 0" MANUAL GVHD DOOR ANODIZED ALUM. ANODIZED 0 MINUTES ALUM. ARCHITECTURE 36 titin 4 New Construction 3'- 0" 61-811 INSULATED HOLLOW MTL. DOOR STL. TIMELY 0 MINUTES VAN ENABELD-KEYLNGLE ACTION - SATIN CHROME 39-41 915 12 min 5 New Construction 3'- 0" 61-81' SOLID CORE - UNIFORM LIGHT BIRCH FACE WD. WD. 0 MINUTES Schlage FI OLAT626 - SATIN CHROME - NO LOCK 990-1040 24 min 305 Satin Chrome 54 miry 00 � 610 6 New Construction 3'- 0" 6#-811 HALF LITE, ISULATED HOLLOW MTL. DOOR STL. TIMELY 0 MINUTES ADA COMPLIANT -PANIC � 35 1370 '- 7 New Construction 9'- �9 12' 9 ELECTRIC OVHD SECTIONAL DOOR STL. STL. 0 MINUTES BY SUPPLIER ONE SECTION TO HAVE LITES t 1/211 1/211 1 �`��® 42 min ® V 1065 8 New Construction 9'- 0" 12'- 9 ELECTRIC OVHD SECTIONAL DOOR STL. STL. 0 MINUTES BY SUPPLIER ONE SECTION TO HAVE LITES , It 1/211 `v v c 8 _ I 17 max 9 New Construction 12'- 0" 14'- 0" ELECTRIC OVHD SECTIONAL DOOR STL. STL. 0 MINUTES BY SUPPLIER ONE SECTION TO HAVE LITES Section 09 4 4 t �� 11 New Construction 3- 0 61-811 HOLLOW MTL. DOOR STL. TIMELY 90 MINUTES ADA COMPLIANT -PANIC M 0 c 0 1i - t9 12 New Construction 3' - 0" 6' - 8" HOLLOW MTL. DOOR STL. TIMELY 0 MINUTES ADA COMPLIANT - PASSAGE M `'' a� � Ti 430 - 48 �- 13 Existing 3' - 0" b' - 8" HOLLOW MTL. DOOR - - 0 MINUTES ADA COMPLIANT -PRIVACY -OCCUPANT INDICATOR 14 New Construction 3'- 0" 6'- 8" HALF LITE, HOLLOW MTL. DOOR STL. TIMELY 0 MINUTES ADA COMPLIANT - PASSAGE OF Wail HungType � s 2 Sta iType 15 New Construction 3' - 0" 6' - 8" INSULATED HOLLOW MTL. DOOR STL. STL. 0 MINUTES ADA COMPLIANT -DEAD BOLT Michael Sorgci, /4�A, LEED a _. p HEicHT o:: URINAes 16 Existing 31-0" 61-811 HOLLOW MTL. DOOR - - 0 MINUTES NO CHANGE GC TO FIELD VERIF AND REPLACE AS Fig. 604.5.1 Fig. 604.62 Fig. 604.4 NEEDED Architect Side Wall Grab Bar for Water Closet Rear Wall Grab Bar for Water Closet Water Closet Height 17 Existing 2` - 11" 6'-81' Schlage FI OLAT626 - SATIN CHROME - NO LOCK PAINT DOOR 313 E. 8th Ave. I Eugene OR., 97401 18 Existing 21- 6" b' - 8" - - Schlage FI OLAT626 - SATIN CHROME - LOCKING michael@agatearchitecture.com 19 New Construction 3'- 0" 61- 8 SOLID CORE - UNIFORM LIGHT BIRCH FACE WD. WD. 0 MINUTES SATIN CHROME www.agatearchitecture.com 20 New Construction e - 0" 6' - 8" SOLID CORE UNIFORM LIGHT BIRCH FACE WD. WD. 0 MINUTES SATIN CHROME 541.520.4558 Other tixtures not allowed 21 New Construction 6' - 0" 6' - 8" SOLID CORE - UNIFORM LIGHT BIRCH FACE WW D. D. 0 MINUTES SATIN CHROME within this area 1 � c; 12tnin IAGATE ARCHITECTUREW, LLC I a 3t}5 22 New Construction T- 0 61-811 SOLID CORE - UNIFORM LIGHT BIRCH FACE D. WD. 0 MINUTES Schlage F1 OLAT626 - SATIN CHROME - LOCKING -- — m' Seen 609.3 23 New Construction 3'- 0" 6#-811 SOLID CORE - UNIFORM LIGHT BIRCH FACE WD. WD. 0 MINUTES Schlage F1 OLAT626 - SATIN CHROME - LOCKING 1 1T 24 New Construction 3' - 0" 61-811 SOLID CORE - UNIFORM LIGHT BIRCH FACE WD. WD. 0 MINUTES Schtage F1 OLAT626 SATIN CHROME - NO LOCK 25 New Construction 3'- 0" 61-8,11 SOLID CORE - UNIFORM LIGHT BIRCH FACE WD. WD. 0 MINUTES Schlage F I OLAT626 - SATIN CHROME - LOCKING I E 26 New Construction 4'- 0" 61- 8" SOLID CORE - UNIFORM LIGHT BIRCH FACE WD. WD. 0 MINUTES SATIN CHROME in °p'27 New Construction 4'- 0" 61-8" SOLID CORE - UNIFORM LIGHT BIRCH FACE WD. WD. 0 MINUTES SATIN CHROME E l X ,"In28 New Construction 3' - 0" 61-811 SOLID CORE - UNIFORM LIGHT BIRCH FACE WD. WD. 0 MINUTES °° 29 Existing 41-011 6'-81' - - SATIN CHROME PAINT (E) DOOR I-- 30 NConstruction 6' - 0" T - 0" SPRAY BOOTH DOOR l ew - - - _ _ _ - - - 7 , 34 New Construction 41-011 6' - 8" SOLID CORE - UNIFORM LIGHT BIRCH FACE 0 MINUTES 60 min jf 180 - 236 180 - 230 9_/ 437 New Construction 13'- 0" 16'- W' SOLID CORE - UNIFORM LIGHT BIRCH FACE 0 MINUTES ..0 1525 _..._"..._.� _ (a) Below Grafi Bar (b) Above Grab Bar Fig. 606.3Grand total: 31 • Fig. 604.3 Pig. .7 Height of Lavatories and Sinks;, Size of Clearance for Water Closet DOOR GEN. NOTES: Dispenser location' 1. GC TO VERIFY ALL OPENINGS PRIOR TO ORDER 2. ALL DOORS ON HALL SIDE SHALL HAVE ROOM IDENTIFICATION SIGNAGE W/ BRAIL. PROVIDE SUBMITTAL TO ARCHITECT. 3. DOORS PROVIDING EGRESS FROM SPACES TO ALWAYS BE OPENABLE FROM THE EGRESS SIDE IN ONE OPERATION WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT 4. ALL DOORS TO MEET ANSI A117.3-2009 CODE (LEVERED HANDLE) I 60 min --- - 5. ALL DOOR GLAZING TEMPERED UNLESS NOTED AS LAMINATED OR FIRE GLASS ) 1525 6. VERIFY KEYING W/ OWNER. VERIFY ALL ACCESS CONTROLS W/ ARCHITECT • a, fr 7. HARDWARE SUBMITTAL REQUIRED BY SUPPLIER PRIOR TO ORDERING c 8. ALL HARDWARE/THRESHOLDS TO BE ADA COMPLIANT �.�a�t ' Y}� 'Inl 9 ALL BATHROOM DOORS TO HAVE OCCUPANCY INDICATORS, TYP Ul)o0 V_ 10. HINGE SIDE OF DOOR TO HAVE 4" NOMINAL RETURN IF NOT DIMENSIONED. E [ } ° II. IN CASES WHERE DIMENSIONS VARY DUE TO AS -BUILT COND., CONFIRM WITH ARCHITECT (a) Circular Window Schedule Fig. 308.2.1 • Unobstructed .acted F and Reams Mark Description Manufacturer Width Height Finish Safety Glazing Comments fall mirt 41111111111111 10 max. >10 — 24 1525 M � - 61� ;---------- ' A SLIDER MILGUARD 41-O-10" " 4' SILVER VINYL TEMPERED ADA COMPLIANT -MAX LATCH HEIGHT TO BE 48" AFF. w i i � B FIXED PICTURE MILGUARD 4' - 0" 4' - 0" WHITE VINYL TEMPERED 0) (a) ( �- C SLIDER MILGUARD 41-01' X-01' SILVER VINYL ADA COMPLIANT - MAX LATCH HEIGHT TO BE 48" AFF. I too a -r Fig. 308,.3.2 ► i �`' LO D SLIDER MILGUARD 41-011 41-1011 SILVER VINYL TEMPERED Obstructed HighSide Reach 24 min E SLIDER -PICTURE MILGUARD 9' - 0" 4` - 8" SILVER VINYL • 810 -SLIDER -----�— F SLIDER JMILGUARD 4' - 0" 14 - 10" SILVER VINYL TEMPERED 36 min t---------------- 915 WINDOW NOTES: I 12 min 12 min j 305 305 1. TEMPERED WINDOWS AT THE FOLLOWING LOCATIONS: a) i 2. ALL WINDOWS WITH SILLS BELOW 18" l 20 max _ g i (b) Thaped 3. ALL WINDOWS WITHIN 24" OF DOORS. 50 23 j 4. NO OPERABLE WINDOWS WITH SILLS LOWER THAN 24" FROM FINISH FLOOR UNLESS SPHERE 4" CANNOT Fig. 304.3 PASS THRU. IF WINDOW IS MORE THAN 8FT FROM GRADE L i Size of Turning Space S. VERIFY OPENING SIDES ARE NOT CLOSER THAN 3FT TO EXHAUST VENTING 6. GLAZED UNITS TO BE DOUBLE GLAZED LOW E (MIN. U=.35) 7. FIRST FLOOR OPERABLE UNITS TO BE ADA COMPLIANT - MAX LATCH HEIGHT TO BE 48" AFF. No. Description Date 6 max 17-25 ROOM FINISH SCHEDULE FLOORING NOTES: ea ISO 430-635 INDESTRUCTIBLE I CHARCOAL OAK 415007 TCeiling 7.25" X 48" X 3 MM (a) W # Name Occupancy Floor Finish Base Finish Wall Finish Finish Comments WEAR LAYER Elevation Plan T 7 28 MIL s� Fig. 306.2 1 AUTO SHOWROOM BUSINESS -1:100 POLISHED CONCRETE Rubber Base Paint Low VOC PAINT Toe Clearance fib) 2 FIRE RISER MECH. - 1:300 CONCRETE Rubber Base Paint Low VOC PAINT EMBOSSING >20- 25 L 8 thin 3 ADA UNISEX BATHROOM WG = 0 OCC POLISHED CONCRETE Rubber Base Paint Low VOC & PAINT REAL TOUCHTm EMBOSSED IN REGISTER -510— 635 205 ® MARLITE FRP UP TO The Contractor & the Owner shall examine the construction Fig. 308.2.E 0 4' AFF. EDGE TREATMENT documents for inconsistencies & contact Agate Architecture, Obstructed High Forward Reach BEVELLED LLC for resolution prior to commencement of the work. The 9 _ _ _ _ _ _ _ _ _ _ _ _ O 4 HALL BUSINESS -1:100 POLISHED CONCRETE Rubber Base Paint Low VOC PAINT f — design contained herein is intellectual property of the I I _ v 5 BREAK ROOM ASSEMBLY - UNCONC. - 1:15 POLISHED CONCRETE Rubber Base Paint Low VOC PAINT TESTING architect & is not to be used for any other purpose than this Co �— M U- < b AUTO SHOP INDUSTRIAL - 1:100 SEALED CONCRETE Rubber Base Paint Low VOC PAINT CRITICAL RADIANT FLUX ASTM E648 CLASS I project without written permission of Agate Architecture, I.I.C. I I N 7 COMPLIANT PANT BOOTH SPRAY BOOTH INDUSTRIAL 1:100 BY MANU. BY MANU. Paint Low VOC PAINT SURFACE FLAMMABILITY DOC FF 1-70 PASSED I I E Q 8 CLOSET- 20 MM LVT Wood i x6 Paint Low VOC PAINT STATIC LOAD LIMIT ASTM F970 PASSED 9 min 9 STAIR PRE FIN TREADS PAINTED Wood 1x6 Paint Low VOC PAINT FLOOR SCORE CERTIFIED 3988 Main St. Tenant ,l X30 I i PHTHALATE FREE RISERS y� L----------- ---- SOAP DISPENSER PAPER TOWEL MIRROR 10 HALL REST - 1:200 20 MM LVT Wood 1x6 Paint Low VOC PAINT 100% VIRGIN PVC Improvement 1 rovement �' _ DISPENSER 11 LAUNDRY RESI - 1:200 20 MM CVT Woo 1 x T p Wood 6 Paint Low VOC PAIN INSTALL FLOORING PER MANUFACTURERS 12 CLOSET RESI - 1:200 20 MM LVT Wood I x6 Paint Low VOC PAINT INSTRUCTIONS "L ADD.L.' WC. MOUNTING INFO 13 (E) BATH RESI - 1:200 20 MM LVT Wood Ix6 Paint Low VOC PAINT 2. INSTALL UNDERLAYMENT AS NEEDED 25 max 3/8" - �'_Q" 14 DEN RESI - 1:200 20 MM LVT Wood 1 xb Paint Low VOC PAINT 3. THRESHOLDS/TRANSITIONS TO BE ALUMINUM. ANSI INFO & 11 835 min 15 CLOSET RESI - 1:200 20 MM LVT Wood 1 x6 Paint Low VOC PAINT MAX. RISE 1/2", MAX LIP 1 /4" -0 74 280 16 LIVING AREA RESI - 1:200 20 MM LVT Wood 1 x6 Paint Low VOC PAINT SCHEDULES 10 max. / (a) (b) 17 KITCHEN RESI - 1:200 20 MM LVT Wood 1 x6 Paint Low VOC PAINT 255 Elevation Plan 18 PANTRY RESI - 1:200 20 MM LVT Wood 1 x6 Paint Low VOC PAINT Project number 2017.11 Fig. 308.11 19 BEDRM. 1 RESI - 1:200 20 MM LVT Wood 1 x6 Paint Low VOC PAINT Date 5.15.18 Unobstructed Side Reach 20 CLOSET RESI - 1:200 20 MM LVT Wood 1 x6 Paint Low VOC PAINT 22 CLOSET RESI - 1:200 20 MM LVT Wood 1 x6 Paint Low VOC PAINT Drawn by MS 23 BEDRM. 2 RES) - 1:200 20 MM LVT Wood I x6 Paint Low VOC PAINT Checked by a 24 BEDRM. 3 RESI - 1:200 20 MM LVT Wood I x6 Paint Low VOC PAINT N 25 BATH RESI - 1:200 20 MM LVT Wood 1 x6 Paint Low VOC PAINT A003 o M 26 CLOSET RESI - 1:200 20 M LVT Wood 1 x6 Paint Low VOC PAINT 00 29 MEZZANINE C 33 STORAGE Scale 3/8" = 1'-0" to1 i •v_ Vit- Date Received p --a0 ff)nt MAY 24 2018 Original Submittal '1 — DEMO DOORS COLUMNS TO REMAIN DEMO WALL & COLUMNS DEMO LOWER PORTION OF STAIRCASE DEMO WATER HEATER BATHROOMS, WALLS AND FIXTURES DEMO WALL LEVEL 1 DEMOLITION PLAN 1/8" = 1'-0'} DEMO WALLS, i WINDOWS AND DOOR I DEMO WINDOW 1 A301 DEMO PLAM AS OCCURS & ACCESSORIES DEMO HEAD, CONTROL & DIVERTER - REPLACE W/ IOW 1 ' DEMO FAUCET & T�O12i SEAT, INSTALL REPAIR (E) FIXTURES AS NEEDED FOR REUSE DEMO THREE PLUMBING FIXTURES, CASEWORK AND WALL 3 PROTECT WOQJ1�LL TREATMENT DEMO WALLS DEMOLITION GENERAL NOTES 1. DEMO INT. WALL SHEET GOOD MATERIAL(S) AS OCCURS AND DEEMED REQUIRED BY THE GC TO EXECUTE THE SCOPE OF WORK. 2. EXCEPT AS NOTED HEREIN, ONLY REMOVE BUILDING FEATURES IDENTIFIED HEREIN; ALL OTHER (E) BUILDING FEATURES TO REMAIN AND TO BE PROTECTED AS NEDED DURING DEMO. 3. GC SHALL USE ESTABLISHED BEST PRACTICES TO PROVIDE TEMPORARY SHORING AS NEEDED DURING CONSTRUCTION. 4. CONSTRUCTION DEBRIS TO BE MINIMIZED AND RECYCLED WHERE FEASIBLE. ALL CONCRETE, METAL AND WOOD TO BE RECYCLED. 5. GC TO CLR. AREA IN SCOPE OF WORK OF WEEDS THAT MAY IMPAIR THE EXECUTION OF WORK. b. AS DISCOVERED BY GC. DURING DEMOLITION, DRYROT TO BE REPAIRED AS REQUIRED; NO DRY ROT HAS BEEN DISCOVERED THUS FAR BUT MAY BE UNCOVERED DURING CONSTRUCTION. 7. GC TO TEST FOR AND ADHERE TO STATE RULES FOR LEAD AND ASBESTOS AS STATE MANDATED 8. GC. TO ENSURE AN ORDERLY, CLEAN JOB SITE AT ALL TIMES. 9. GC. TO INSTALL TEMP. FALL PROTECTION & WEATHER PROOFING AT TEMP. OPENINGS CREATED DURING DEMOLITION AS NEEDED. LEVEL 2 DEMOLITION PLAN 1/8" = 1'-0" A, 3 Tkok:f_rm H 0-� CjO�"4vl�EGOH f #6871 OF Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. I Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC Cl O o00. a' M CL H No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, LLC. 3988 Main St. Tenant Improvement DEMOLITION PLANS Project number 2017.11 Date 5.15.18 Drawn by MS Checked by MS A004 Scale 1/8" = 1'-0" WOO �t4P-Otte '.7 M co 0 LO co 0 N LO M MAY 1.► #fi` ` 111 MINIMUM STANDARD SINGLE -ACCESSIBLE PARKING SPACE (VAN—ACCESSIBLE DESIGNATION REQUIRED) ds -- SIGN R7-8 --SIGN Curb romp" R SIGN (shall not extend into the access aisle) ACCESSIBLE ROUTE' . • ' �iocatfan 6 A 6 A w Wheel stop �36° Typ (Typ) 0 36° 3' —White 4" a - wide lines 4' Angle orientation for field layout 0 2'Typ Access aisle Pavement morking required. See Fig, 6 for dimensions 9' Min 8' Min Detectable warning surface required if curb romp is located within public right-of-woy Figure 1 TYP. ADA SINGLE PARKING S 3 1211= 11-011 F MINIMUM STANDARD DOUBLE -ACCESSIBLE PARKING SPACE (ONE VAN -ACCESSIBLE DESIGNATION REQUIRED) PARKING PARKING -- SIGN SIGN -- R7-g R7-8 VA14 SIGN ACCE3S1811 R7_8P Curb ramp" (shallnot extend into F the access aisle) .A A n .p A. A A A A •. A •A /, A f ACCESSIBLE ROUTE A �y Sin A X31 n n ? ocapon „ A oca fon " �,�. • A A A S A' TYP. ADA 1 211 = 11-011 Wheel stop (Typ) White 4"• wide lines Typ T 2' Typ 4' --� An orientation for field layout I l f Pavement marking Access required, See Fig, 6 aisle for dimensions 9' Min 8' Min 9' Mtn Detectable warning surface required if curb _romp is located within public Figure 2 ii:agn na I ae iFmiiP ( QA� U A 0 A,kOTO NSG\01 a� _NEI EGON G 6871 Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. ( Eugene OR., 97,401 michael@ag atea rchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, I.I.C. 3988 Main St. Tenant Improvement ARCHITECTURAL SITE PLAN Project number 2017,11 Date 5.15.18 Drawn by MS Checked by A1 00 Scale As indicated p�5tF1-1 Date Received i 1 c; T I 2 LIFE SAFETY PLAN LVL. 2 EXITr 5 M i J 3 LEVEL 1 GROSS AREA PLAN LEVEL 2 GROSS AREA PLAN 1/1611 = 1'-0" U 1/16'1 = 1'-0" I t� LIFE SAFTEY PLAN LVL. 1 1 /8" = 1'-0" MEZZANINE & STORAGE GROSS AREA = 639 SF. LVL 2 RESIDENCE GROSS AREA 2498 SF. I GROSS AREA SUMMARY: LVL 1 = 4609 LVL 2=3137 TOTAL = 7746 SF LIFE SAFETY PLAN NOTES: 1. COMMON PATH OF EGRESS TRAVEL AS PER TABLE 1014.3 = 100' MAX. FOR TENANT 1 & 100' MAX. FOR TENANT 2. ACCOUNTS FOR FIRE SUPPRESSION. 2. TWO EXITS REQUIRED FOR TENANT 1 & 2 3. EXIT ACCESS TRAVEL AS PER TABLE 1016.2 = 200' MAX 4. EMERGENCY EGRESS LIGHTING REQUIRED. PER 1006.1 THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED. PER 1006.3 AN EMERGENCY ELECTRICAL POWER SYSTEM IS REQUIRED. THE ILLUMINATION LEVELS ARE TO BE AT LEVELS SPECIFIED BY 1006.2/1006.3.1 WITH THE PERFORMANCE OF THE SYSTEM TO BE FIELD INSPECTED. HE EXIT SIGN LAYOUT MUST BE VISIBLE FROM ALL DIRECTIONS AND INDICATE THE DIRECTION OF EGRESS. 5. PLEASE SEE THE OCCUPANCY TABULATIONS HEREIN 6. PROVIDE A MIN. 2A-1 OB -C FIRE EXTINGUISHER MOUNTED AS SHOWN ON THE PLANS. FIRE EXTINGUISHERS ARE TO BE MOUNTED AT NO MORE THAN 60" FROM THE TOP OF THE HANDLE TO THE FLOOR (TO COMPLY WITH ADA REQUIREMENTS THE HANDLE MUST BE BETWEEN 15" AND 48" ABOVE THE FLOOR). OFC 906.3 GROSS AREA / OCCUPANCY TABULATION f EGRESS INFO: A1111111111 I or 01 G®N A, EGON +fir '"_" t9� F Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. ( Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC TOTAL OCCUPANTS = - TOTAL OCCUPANTS 1015.1:2 EXISTS REQUIRED, THREE PROVIDED. TWO OF WHICH ARE SPACED GREATER THAN 50% OF THE DIAGONAL DISTANCE OF THI AREA. 1016.2 EXIT ACCESS TRAVEL DISTANCE: = 200' rm Ctp©Ari ��� BUtCD 1041) P C OFfit 0 aCrO4, 04q OCC OCCUPANT & PLUMBING FIXTURE SUMMARY: LEVEL 1: • <50 OCCUPANT =UNISEX FACILITY • PLUMBING FIXTURES AS PER 2902.1= 1. 2 WC 2. 2 LAV LEVEL 2: 2902.2 Separate Facilities. 'Where plumbing fixtures are required, separate facilities shall be provided for each sex. Exceptions: 1. Separate facilities shall not be required for dwelling units and steeping units. 2. Separate facilities shall not be required in structures or tenant spaces with a total occupant toad, includ- ing both employees and customers, of 4-5 30 or less. 3. Separate facilities shall not be required in business occupancies with a total occupant toad, including both employees and customers, of 50 or less. 1. Separate facilities shall not be required in mercantile occupancies in which the maximum occupant load is 100 or less. �v��,opmer�fi Issuzs fYte�ii yup v�a�u,uu No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, I.I.C. 3988 Main St. Tenant Improvement LIFE SAFTEY PLAN Project number 2017.11 Date 5.15.18 Drawn by IUIJS Checked by - A1 01 Scale As indicated W r` M U') Co O N LO Date Received MAY 24 2313 oriainal Submitiai,,, -�� T 2 - 76'-1" 0/811' A2o2 3 415'--27/8" (Li 26'-21/16" --1 � I 4� 3'- 6 1/4" 4' 7 3/4" 3' - 4 1/4" i i s13' -63i8" i 5' - 4 5/8 ABOVE -MIN. 80" HEADROOM FOR FIRE RISER _ _ _ ENTIRE STAIRCASE21 ; 6 3 LO U 7 A201 3 58 SF 12 I i — — — -1 F Ed 116 Cl) 1 2R @615 HALL i 10'-03/4" 1 I 4 )� 7'-61/4" 16'-7" (E) 2X6 WALL. 86 $F EQ EQ '' `r' EXISTING COLUMNS TO i REMAIN, TYP. I r ° 1 4 "' I I 1 - CJ ( 4 _CLOSET C? a 8 ( I N 11 SF I t t cV P EXT. COL'S, PAINT �1 SHORT TERM BIKE PARKING PROPOSED LEVEL 1 3/_ = 1'-0" O EQ EQ J� �EQ _ EQ � EQ EQ 1 I 5 3 If 40'-0" I INSTALL (N) 6" CONC. SLAB ON GRADE AT INFILL WALL. FLOOR TYPE 3. 1 R15 INS AT TURN DOWN SLABE EDGE I 1 A201 0 q_ INSTAL NFPA SPRINKLER S STEM IN ENTIRE BUIL NA202 3 1 11 I q_ I i <�>_ TYP. AT CARWASH I 30 9'-7" 3'- 31 - 0" '-3'-0" 12 9 i� to M Co N I I a> iso I M I I ( 2A201 I 1 I PLANTER, SEE CIVIL SHEETS i I I o ( o N ( I I I I I I I GENERAL NOTES: 1. U.O.N. HEREIN REPLACE: i � A. ALL WINDOWS I I B. PAINT ENTIRE BUILDING � U.O.N., WHERE REQUIRED TO PATCH FLOOR, WALL, AND CEILILNG SURFACES TO MATCH AND TIE INTO ADJACENT SURFACE. B I 3. U.O.N. TRANSITIONS TO OCCUR AT DEFINABLE POINTS, SUCH AS DOORS, AND INSIDE I I I I I I I I a> iso I M I I ( 2A201 I 1 I PLANTER, SEE CIVIL SHEETS i I I o ( o N ( I I I I I I I NEW SPRAY BOOTH KIT REINSTALL (E) PIPE COL.'S, NEW LOCATION W/ ISOLATED FTG.'S (N) SPRAY BOOTH, SEE ATTACHEDSHOP DRAWINGS (N) MEZZANINE ABOVE GENERAL STRUCTURAL NOTES GENERAL FRAMING NOTES: 1. ALL INT. FRAMING LUMBER TO BE KD UNLESS NOTED OTHERWISE. 2. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL EXTERIOR EXPOSED MEMBERS TO BE INCISED PRESSURE TREATED MEMBERS. A. ALL ANCHOR BOLTS AND FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE RATED FOR THIS CONDITION, GALVANIZED OR STAINLESS STEEL. S. ALL EXT. & EXPOSED CRAWSPACE STRUCTURAL MEMBER CONNECTORS/FASTENERS TO BE SS. OR Z -MAX MTL., SIMPSON STRONG TIE OR APPROVED EQ. 6. ALL ANCHOR BOLTS TO USE SQUARE HD PLATE WASHERS, ROUND WASHERS NOT APPROVED. SHEAR PANELS AS DESIGNED, SHALL BE END NAILED TO LAP OVER STRUCTURAL MEMBERS, PREFERABLY AT RIM JOIST LOCATIONS. 7. ALL STRUCTURAL MEMBER BEAMS, TIMBER TRUSSES AND JOISTS SHALL HAVE APPROVED MECHANICAL CONNECTORS. VERIFY WITH ARCHITECT/ENGINEER IF FIELD CONDITIONS VARY FROM DRAWINGS. 8. 2X BLOCKING REQUIRED IN WALLS AT ALL TOWEL BARS, HANDRAIL CONNECTIONS, COAT HOOKS, DOOR STOPS, ETC;, MIN. (4) 16 PENNY NAILS PER BLOCK. 9. PROVIDE FIRESTOP AT ALL CONCEALED HOR. & VERT. DRAFT OPENINGS & BTW. CEILING & ROOF SPACES EVERY 10' FEET HORIZONTALLY AND VERTICALLY. 10. ALL PT. FRAMING LUMBER TO BE HF#2 UNLESS NOTED OTHERWISE. 11. PT LUMBER EXPOSED ENDS TO BE TREATED W/ PAINT -ON PRESERVATIVE. GENERAL FRAMING NOTES: 1. SEE 1 /A002 FOR ATTACHEMENT DATA 2. ALL (N) WALLS ARE NON LOAD BEARING. GC TO NOTIFY ARCHITECT IMMEDIATLY IF A BEARING CONDITION IS FOUND. 3. ALL FRAMING LUMBER TO BE KD UNLESS NOTED OTHERWISE. 4. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. S. ALL EXTERIOR EXPOSED MEMBERS TO BE INCISED PRESSURE TREATED MEMBERS, UNO. 6. ALL ANCHOR BOLTS AND FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE RATED FOR THIS CONDITION, GALVANIZED OR STAINLESS STEEL. 7. ALL STRUCTURAL MEMBER BEAMS, TIMBER TRUSSES AND JOISTS SHALL HAVE APPROVED MECHANICAL CONNECTORS. VERIFY WITH ARCHITECT IF FIELD CONDITIONS VARY FROM DRAWINGS. 8. GC TO COORDINATE AND INSTALL 2X BLOCKING IN WALLS AT ALL TOWEL BARS, HANDRAIL CONNECTIONS, COAT HOOKS, DOOR STOPS, ETC;, MIN. (4) 16 PENNY NAILS PER BLOCK. DO NOT SPLIT WOOD. 9. PROVIDE FIRESTOP 2" (NOMINAL) LUMBER AT ALL CONCEALED HOR. & VERT. DRAFT OPENINGS & BTW. CEILING & ROOF SPACES EVERY 10' FEET HORIZONTALLY AND VERTICALLY. 10. ALL PT. FRAMING LUMBER TO BE HF#2 UNLESS NOTED OTHERWISE. 11. PT LUMBER EXPOSED ENDS TO BE TREATED W/ PAINT -ON PRESERVATIVE. GENERAL CONCRETE & STEEL NOTES: CONCRETE STRENGTH: 3000 PSI. AT 28 DAYS REINFORCEMENT: GRADE 60 (60 KSI YIELD STRENGTH) MASONRY STRENGTH: 2000 PSI. AT 28 DAYS ANCHORS: ASTM F1554 GRADE 36 STEEL: L, PLATES: ASTM A36 HSS: ASTM A500 GR. B EXPANSION ANCHORS: SIMPSON STRONG -TIE STRONG BOLT 2 e. E #6874 F Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. ( Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, LLC. 3988 Main St. Tenant Improvement PROPOSED LVL 1 PLAN Project number 2017.11 Date 5.15.18 Drawn by MS Checked by Al 02 Scale As indicated FI�L U'p 4�u�cwPme,�a- ���u�5 rnty Date Received MAY 24 2010 original Submittal_,_ln,.,� GENERAL NOTES: 1. U.O.N. HEREIN REPLACE: A. ALL WINDOWS B. PAINT ENTIRE BUILDING 2. U.O.N., WHERE REQUIRED TO PATCH FLOOR, WALL, AND CEILILNG SURFACES TO MATCH AND TIE INTO ADJACENT SURFACE. 3. U.O.N. TRANSITIONS TO OCCUR AT DEFINABLE POINTS, SUCH AS DOORS, AND INSIDE CORNERS. 4. U.O.N. ALL (N) GYP BD. TO BE 5/8" TYPE'X' 5. GC TO INSTALL SMOKE & CO2 DETECTION DEVICES AS REQUIRED NEW HEAT PUMP(S) ON BATHROOM GENERAL NOTES: HOUSEKEEPING PADS 1. INSTALL (N) MOISTURE RESISTANT 5/8" GWB. TYPE 'X' ON ALL FINISH WALL & CEILING SURFACES. 2. INSTALL 4" RUBBER COVE BASE IN THREE BATHROOMS. FROM BOTTOM OF COVE RUBBER BASE TO 4' AFF, INSTALL MARLITE '7925 Monticello Maple' FRP. OR ARCHITECT APPROVED WAINSCOTT. N O STORAGE UNDER NSTAIR 3. BATHROOM FINISH NOTES: A. FININSH FLOOR AS PER ROOM SCHEDULE B. INSTALL 4" COVE RUBBER BASE - GC TO SUBMIT SAMPLE TO ARCHITECT FOR REVIEW C. ALL WALLS AND CEILINGS TO HAVE SMOOTH TEXTURE, AND THREE COATS PAINT (ONE PRIMER+TWO FINISH) 4. INSTALL EXHAUST FAN IN CEILING. MECHANICAL CONTRCTOR / ARCHITECT TO COORIDNATE NEW SPRAY BOOTH KIT REINSTALL (E) PIPE COL.'S, NEW LOCATION W/ ISOLATED FTG.'S (N) SPRAY BOOTH, SEE ATTACHEDSHOP DRAWINGS (N) MEZZANINE ABOVE GENERAL STRUCTURAL NOTES GENERAL FRAMING NOTES: 1. ALL INT. FRAMING LUMBER TO BE KD UNLESS NOTED OTHERWISE. 2. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL EXTERIOR EXPOSED MEMBERS TO BE INCISED PRESSURE TREATED MEMBERS. A. ALL ANCHOR BOLTS AND FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE RATED FOR THIS CONDITION, GALVANIZED OR STAINLESS STEEL. S. ALL EXT. & EXPOSED CRAWSPACE STRUCTURAL MEMBER CONNECTORS/FASTENERS TO BE SS. OR Z -MAX MTL., SIMPSON STRONG TIE OR APPROVED EQ. 6. ALL ANCHOR BOLTS TO USE SQUARE HD PLATE WASHERS, ROUND WASHERS NOT APPROVED. SHEAR PANELS AS DESIGNED, SHALL BE END NAILED TO LAP OVER STRUCTURAL MEMBERS, PREFERABLY AT RIM JOIST LOCATIONS. 7. ALL STRUCTURAL MEMBER BEAMS, TIMBER TRUSSES AND JOISTS SHALL HAVE APPROVED MECHANICAL CONNECTORS. VERIFY WITH ARCHITECT/ENGINEER IF FIELD CONDITIONS VARY FROM DRAWINGS. 8. 2X BLOCKING REQUIRED IN WALLS AT ALL TOWEL BARS, HANDRAIL CONNECTIONS, COAT HOOKS, DOOR STOPS, ETC;, MIN. (4) 16 PENNY NAILS PER BLOCK. 9. PROVIDE FIRESTOP AT ALL CONCEALED HOR. & VERT. DRAFT OPENINGS & BTW. CEILING & ROOF SPACES EVERY 10' FEET HORIZONTALLY AND VERTICALLY. 10. ALL PT. FRAMING LUMBER TO BE HF#2 UNLESS NOTED OTHERWISE. 11. PT LUMBER EXPOSED ENDS TO BE TREATED W/ PAINT -ON PRESERVATIVE. GENERAL FRAMING NOTES: 1. SEE 1 /A002 FOR ATTACHEMENT DATA 2. ALL (N) WALLS ARE NON LOAD BEARING. GC TO NOTIFY ARCHITECT IMMEDIATLY IF A BEARING CONDITION IS FOUND. 3. ALL FRAMING LUMBER TO BE KD UNLESS NOTED OTHERWISE. 4. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. S. ALL EXTERIOR EXPOSED MEMBERS TO BE INCISED PRESSURE TREATED MEMBERS, UNO. 6. ALL ANCHOR BOLTS AND FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE RATED FOR THIS CONDITION, GALVANIZED OR STAINLESS STEEL. 7. ALL STRUCTURAL MEMBER BEAMS, TIMBER TRUSSES AND JOISTS SHALL HAVE APPROVED MECHANICAL CONNECTORS. VERIFY WITH ARCHITECT IF FIELD CONDITIONS VARY FROM DRAWINGS. 8. GC TO COORDINATE AND INSTALL 2X BLOCKING IN WALLS AT ALL TOWEL BARS, HANDRAIL CONNECTIONS, COAT HOOKS, DOOR STOPS, ETC;, MIN. (4) 16 PENNY NAILS PER BLOCK. DO NOT SPLIT WOOD. 9. PROVIDE FIRESTOP 2" (NOMINAL) LUMBER AT ALL CONCEALED HOR. & VERT. DRAFT OPENINGS & BTW. CEILING & ROOF SPACES EVERY 10' FEET HORIZONTALLY AND VERTICALLY. 10. ALL PT. FRAMING LUMBER TO BE HF#2 UNLESS NOTED OTHERWISE. 11. PT LUMBER EXPOSED ENDS TO BE TREATED W/ PAINT -ON PRESERVATIVE. GENERAL CONCRETE & STEEL NOTES: CONCRETE STRENGTH: 3000 PSI. AT 28 DAYS REINFORCEMENT: GRADE 60 (60 KSI YIELD STRENGTH) MASONRY STRENGTH: 2000 PSI. AT 28 DAYS ANCHORS: ASTM F1554 GRADE 36 STEEL: L, PLATES: ASTM A36 HSS: ASTM A500 GR. B EXPANSION ANCHORS: SIMPSON STRONG -TIE STRONG BOLT 2 e. E #6874 F Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. ( Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, LLC. 3988 Main St. Tenant Improvement PROPOSED LVL 1 PLAN Project number 2017.11 Date 5.15.18 Drawn by MS Checked by Al 02 Scale As indicated FI�L U'p 4�u�cwPme,�a- ���u�5 rnty Date Received MAY 24 2010 original Submittal_,_ln,.,� SKYLIGHT OVER ISLAND KITCHEN 17 227 SF 3 A301 NEW EGRESS WINDOWS I NEW FIRE RATED FLOOR & STAIRCASE I NEW X HIGH WALL I B I ( I I I I 12 A2a1 GENERAL NOTES: 1. U.O.N. HEREIN REPLACE: A. ALL WINDOWS B. PAINT ENTIRE BUILDING 2. U.O.N., WHERE REQUIRED TO PATCH FLOOR, WALL, AND CEILILNG SURFACES TO MATCH AND TIE INTO ADJACENT SURFACE. 3. U.O.N. TRANSITIONS TO OCCUR AT DEFINABLE POINTS, SUCH AS DOORS, AND INSIDE CORNERS. A. U.O.N. ALL (N) GYP BD. TO BE 5/8" TYPE'X' 5. GC TO INSTALL SMOKE & CO2 DETECTION DEVICES AS REQUIRED (N) WALL (E) WALL WALL PHASE LEGEND �I'i �e CAS J�.�me�� lssu�.s rrit�j pys�1� V 0 b AMATKOkle"TOWIM41ft 1fl k4; A Q \01 - ?G G , #6871 F Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. I Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, LLC. 3988 Mein St. Tenant Improvement PROPOSED LVL 2 PLAN Project number 2017.11 Date 5.15.18 Drawn by Author Checked by Checker Al 03 Scale As indicated o. M to 0 LO Co CkN LO LO 3 LVL 1 REFLECTED CEILING PLAN 3/16" = 1'-0" ^ � 2 F—U UNDER MOUNT LIGHT ` PHONE WALL SCONCE D CABLE SURFACE MOUNTED ® GARBAGE DISPOSAL Y CEILING FIXTURE ® SMOKE ALARM DETECTOR PENDANT FIXTURE an CADET WALL HEATER ® DIRECTIONAL RECESSED CAN FIXTURE �p WALL MOUNTED HEAT PUMP ® RECESSED CAN FIXTURE TRACK LIGHTING SWITCH 3 WAY SWITCH p DIMMER SWITCH v SURFACE MOUNTED LIGHT 11 OV DUPLEX 1 i OV DUPLEX W/ GFI 22tk� 220V OUTLET PHOTO SENSOR LIGHT PHOTO SENSOR DIRECTIONAL LIGHT ® EXHAUST FAN \ HEATER LIGHT/FAN COMBO. WM® WALL MOUNTED EXHAUST FAN CEILING FAN —i—, CAT6 ETHER NET ELECTRICAL GENERAL NOTES: 1. ELECTRICTIAN/ARCHITECT TO FIELD LOCATE ALL LIGHT FIXTURES AS NEEDED. 2. WHERE FEASIBLE & PRACTICAL SWITCHESTO BE DIMMER SWITCHED 3. LVL 1 BATHROOM SWITCHES TO BE OCCUPANCY SENSOR, TIMER TYPE WITH TIE INTO EXHAUST FAN 4. UNLESS NOTED BELOW, ELECTRICIAN TO COORDINATE OTHER SWITCHING & OUTLET LOCATIONS AND CIRCUITS W/ OWNER/ARCHITECT/GC 5. ELECTRICIAN TO TEST ALL (E) CIRCUITS FOR PERFORMANCE AND FIX/REPLACE AS NEEDED b. ELECTRICTIAN TO COORDINATE EGRESS LIGHTING, EMERGENCY FIRE ALARM AND SMOKE DETECTORS 7. INSTALL THERMOSTATS W/ DIGITAL UNITS AS NEEDED 8. UNLESS NOTED OTHERWISE, ALL SWITCHES, OUTLETS, PLATES, ECT., FINISH TO BE WHITE. ELECTRICAL FIXTURE SCHEDULE E1 6" RECESSED CAN, BRONZE FIN. 3500 KELVIN LED LVL 1 REFLECTED CEILING PLAN AT n CARWASH ` 3/16" = 1'-0" DP,tfetop"41.i I sw Mi Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. I Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, LLC. 3988 Main St. Tenant Improvement PROPOSED LVL 1 RCP Project number 2017.11 Date 5.15.18 Drawn by Author Checked by Checker Al 04 Scale As indicated � a M O Ln co N to LO A201 3 ZLVL 2 REFLECTED CEILING PLAN 1 3/16" = 1'-0" 2 ELECTRICAL LEGEND t —u— UNDER MOUNT LIGHT ` PHONE WALL SCONCE D CABLE SURFACE MOUNTED ® GARBAGE DISPOSAL CEILING FIXTURE Cls SMOKE ALARM DETECTOR PENDANT FIXTURE CADET WALL HEATER ® DIRECTIONAL RECESSED CAN FIXTUREp WALL MOUNTED HEAT PUMP ® RECESSED CAN FIXTURE s r-� , TRACK LIGHTING SWITCH 3 WAY SWITCH $p DIMMER SWITCH v� SURFACE MOUNTED LIGHT I I OV DUPLEX 11 OV DUPLEX W/ GFI 22t� 220V OUTLET PHOTO SENSOR LIGHT PHOTO SENSOR DIRECTIONAL ® EXHAUST FAN ® HEATER LIGHT/FAN COMBO. WM® WALL MOUNTED EXHAUST FAN >< CEILING FAN —}—® CATb ETHER NET hle G�Py l�ev�a pn�� Issues �. Q� R -0 rA TOM im M13- 0 k4 Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. I Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, LLC. 3988 Main St. Tenant Improvement PROPOSED LVL 2 RCP Project number 2017.11 Date 5.15.18 Drawn by Author Checked by Checker A1 05 Scale As indicated It �n 0 LO 00 N LO IE PROPOSED SOUTH ELEVA 3/16" = 1'-0" i PROPOSED WEST ELEVATION J 3/16" = V-0" _ ROOF PEAK n 26'- 11 9/19/16" C7 birMi[INTIOWILE EAST ME77 I vl 9 1(NI MEZZ 101-8 1/2" LEV�9'-93/4" LEVEN111 _ RO_OF PEAK 26'- 11 9/16" 17'-105/8" EAST ME77 I v1 9 �N MEZZ- 10' -18 1/2" AF 9'- 9 3/4" A U L GENERAL NOTE: 1. PAINT ENTIRE EXT.. PAINTING PLAN TO BE ISSUED PRIOIR TO CONSTRUCTION. ASSMUME 3 COLOR SCHEME 2. GC TO PATCH (E) SIDING AS NEEDED 3. ALL EXT. DOORS TO HAVE HEAD DRIP FLASHING 2 K1 1/411 /4" = 1'-0" K2 1/411 /4" = 1'-0" K3 1/4'l = 1'-0" K4 1/4" = 1'-0" SINK & F� COMP TOP PLATE n 17'- 10 5/8'. LEVEL 2 /1 9'-93/4� TOP PLATE /1 17' -- 10 5/8" -C1 .EVEL 2- /1 -93/411 v Ito]: 2: �. �F 'T- A .1/4" n' _ n" -,i' _ n" 9'- 11 11A" n B.R.-1 �-� 1/411 = 1'-0" LEVEL 2 9'-93/4"1 LEVEL2_ /1 9'- 9 3/4" KLESS WATER HEATER LEVEL 1 0" 'LIANT DW. fig- c-�ey 811 lK-0000xto-�tl� oPm¢xy- 5su i C IN CAAK WMM It III t 01 Tikii � Q l 1140 ®� O OF Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. I Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, LLC. 3988 Main St. Tenant Improvement ELEVATIONS Project number 2017.11 Date 5.15.18 Drawn by MS Checked by A201 Sale As indicated MAY 24 23,3 Original Submifiial_ NN - U') a 0 CO 0 N LID PROPOSED NORTH ELEVATION 3/16" = 1'-0" Q 4 3/16" = 1'-0" 4 5 � E (N) MEZZ I T 10'-81/2" CARWASH SOUTH ELEVATION 3/16" = 1'-0" LEVEL- ------ 1_ /1 o 0" v CARWASH NORTH ELEVATION 3/16" = 1'-0" 6 5 4 f�-�z Cody % tr onw-Imo' OF 7 & '1111111111111 -1 � Q ANO �G GON #6871 OF ;3?4v' Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. I Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, I.I.C. 3988 Main St. Tenant Improvement ELEVATIONS Project number 2017.11 Date 5.15.18 Drawn by IVIS Checked by A202 Scale 3/16" = 1'-0" 2 a to 0 co 0 M MAY 24 2018 Original Submiffal 1 A301 A302 2r2 3 A302 AGATE ROOF PEAK — ROOF PEAK Fr 26'- 11 9/16" 26-119/16"�� 4;_ N . .... ... . .... ARCHITECTURE -H, 77777 nm. B ,� F x `. `,u .g ::.:��.1,:,.„�. ". 5a . .r fi.� r”..>l,Rl * , i.. .�ti .r. . r+,, "M .. `�.er�.a 4g,e.„.Xx£xt�-S �. '.\c..tY�.>_b a,e.+�✓..,..,„-; ..,).,. r. ,.,a.`<Sv!.r.�Y'`<;Sa, >T ,Gc. .r .¢„ac.>.+ sx:aFx, ": .r t,s� , -C :. >.a�.....,.>e>s. 'ia f.a ,>u, _>,,.> ,.X.� s..."E<,.... Y"..�:..L ;3.C-A`�. .., ,N7:_. �*;,.. _ms-'?�,g:s ,b. :k1?`,Ih +:.. .�5v.s .r .��, r."„ ...� ur 'J{S .... in...c¢8, ..�: ,.��'3 r.r.'.,+rc,,.�•rf O\A Nk 0 �EGOM 11CM, . TOP PLATE TOP PLATE �t.,v >,. #13871 518 171 OF Michael Soraci, AIA, LEED ap MEZZANINE CEILING HEIGHT ISSUE V_ LOSET BATH LIVING AREA Architect 29 4 C� 26 25 16 5 518 SF ------- VO SF 83 SF 734 SOF 313 E. 8th Ave. Eugene OR., 97401 michael@agatearchitecture.com A401 EAST MEZZ LVL.2 EAST MEZZ LVL.2 www.agatearchitecture.com 13i _a 1 MEZZ 541.520.4558 "M x � �,. .a?z�>. ,,,' .x.3,.._ 1 Of - 8 1/2” a.,`:. .�t $4.e,,�. . ., :,r. �r ,v m A ,`,, . . ... ,'.� v:,,s r. .,- x.`K. g-Y. . .,-. ..:.0 .�.s.. � .=?�¢m> s 3.�.�°. : �.Vi�x, <<.,»`.. .:ex"..�\,,w..S.e.+T'tzi•, ,N �,,�. �..i.". s=..,.,e~rr.<..,. .✓ . .2 ar—,x;,?.<._�1.<„ .. _m..`V:.,-a .s ;..5< ,1...r i,><".�.,aa�y> ax^. `'�; ".t, a. -c., `;.:,..a ¢:c<.,. ,:,_ %r.`.;�a::r.;� mo.�ic �.i:F <.¢,.,.. �,. ..�� ,z.„>-_\,.:Nv� a. ;.. .e,�fx > .u» f> ,.._ . .i,. z g gg� g ., 's..I.)C, , siF:.`. d,�vlg� "'1" 5 ,..,. ,« LEVEL2 z 1, '. , � . A ae ,r;I .,.°ws`,2xr»s'_•',x�. .. .a.�.? .. !;,.. <...-s e./..1, ±,C .w :�.^ •¢. ,.7.,z..,�r v>,..i�.,.<.: ..., .>ws, a",. . x.�; .f.:.,. .. '5os x;,,:a .n.e. ...s...n. , a ,.'a.'..:,<�*r.. ,.'«> '✓. <'.�`h: ,_. ,.»..r3.T0<.,d.,`- a.. .i;` >.�. M COMPLIANT PAINT BOOTH AL TO SPRAY BOOTH AUTO SHOP SHO WROCM 7 6 \ tttr_11 Az_ 375 SF 1579 SF 154”) 3F R CD CD LEVEL 1 11 F LEVEL 1 �..`,.� ,aa,-r_.Fe¢. 1t<;-�f .�+.:..l .�.,i'.. <:or .i.. X. ..-re. .,,<'....£.",..,. ....>, ..«t .,✓Z,..>,.-,.� :.+r a_.,i a* .<+t... 1.`,,.' .4-2¢r .7—+.a r.seI�II',»I'II�. ,. a"4 ...EM. ... ' ..i rf..'�� x. .:.r>:e. rOR .a.'.roYa,�. �_: '; . .o. .'. a 0 x>>sx...\ ..\ •_ .... ..... . 7 K- .—�— ,...M i,.n ,�.. .-...tr .I(II ..c. a,. ».'i.+ ,m.q„< .,,.. `+� e«x�, .5..">._. .. .... ....... . .......... . ... ........... ............ 1 czN", .......... . .�,.:� _� ..,<,. .:,.he�r?,'f..., _-."a,. . .......... ..... ..... now - Ie T,>c< n.r. r2 2 r-2 3 4 5 A301 6 A302 —<,�c;. ROOF PEAK 26'-11 9/16—” —�:£ —r`� —, -<aT,a.`t; £..: '.� S. zr, .,.. ,:t`...:",« <:.» .. ;3,x.�—,5F .. �,„.. ?3r.<.¢,�iFo'3>w.s,)_':.':, ,.ds,�..I'i1II�II1 S3., -+,. `,`h,>.f ,�.'�<,rY,.,t, +_»- ,. ,,r",.,n. s.- ¢F,s� ¢'S . r �,- . Y>xx°.^ 41, WE < ».9,rrd�. r�."'. te.G .a�.,wa .?.�x., ,,<N..Y. +.,.`�Cz��:.i,vb..:... . ...,.:aT...:_C,,. ,ua.L ,'.N�hvy. �rw... a.`�..-vF„'a , 3 .3 :.-C:�,. .K�. :•.,.3.a,� . 'eJvxSY,e}�:.y�.Sx."' ,.• `,r, 1�,..:. '. -,. „:>.,—x.. °�1a.0.%T,fo.b,.�;: �� ':.. .,. �'^r +.., .. .>'�a� *.�...5,.^<e .'�,. <"-,�.x,.�.?;��... �.w,..,, P,.,> -:..E.. -.- . ... „ > ,; <v .< ....z=,'., 1..'e I. II. No. Description Date v .�.•.•,+.v`1 ..a?',<:... Y... ,w r. %r:_..' ,.�> AAAAAAAA AAA ?1,� 'F,r <+ E<x.TOP PLATE :�a;Je�f ?� 1e 17'-105/8" I ME NINE I 2 �0_ DEN 2� r3 The Contractor & the Owner shall examine the construction A401 518'PF A401 C3 i ­'� I 14 1— co 1419 SF documents for inconsistencies & contact Agate Architecture, '��w.I LLC for resolution prior to commencement of the work. The IIIII design contained herein is intellectual property of the —...". —� �K 'm AST MEZZ LVL.2 IN) MEZZ 4r architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, I.I.C. "M 0.9_ M 1,.. :-S""e.,°ee-�..^"<,>..x.';s -,.¢.,r .�.,,`r.r..`„ ,, T, -7,7777 � � ` T 3988 Main St. Tenant a.x�.r -..�» ,$. >� .,,J�b3+. t¢.Ki...°F <,,.�> .�� >=. .S» :,.<_.» r.,. ;. COMPLIANT 1 i Improvement EAK �OOM (N) AUTO LIFTS — 11- PAINT BOOTH 51 SPRAY BOOTH 350 $F I AUTO SHOP �0_ N 7 ir "a 6 375 SF to 1579 SF 1011 SECTIONS CD 4 lb 161-611 �.. t,,x-,pp 1"Yo (E) 6" STL. COL. Project number 2017.11 G.._ r.< �n$ .�,.> ...� ,».4 n.r,' xe .r,C�'.� \.fi,x .w.. ,...T !�-ter .,�' i, i... ��:, '. "m -�',.R...�_A✓,_'_.'�>�.,e.. Y�w,eY,;n¢'r:,. :Ek .I!(I .i:. iollv LEVEL 1 - . . nx.�w. .. Y', .:. - ,i£4F •`1 .� .. z ,, < ...r?.... ....... 0 Date 5.15.18 �..,�"' ............. tib ..... ....... .......... IF ... raw _1 ------ -----... ... . a ..... . .... ... ......... . ...... .... ..... ....... . . 7711 Checked by a. A301 IS') EAST -WEST SECTION 2 00 1/411 = 1'-0" C) 14 C, Stale 1/4' = 1'-0" EAST -WEST SECTION 1 1/4" = 1'-0" NORTH - SOUTH SECTION 2 1/4" = 1'-0" • ' ' ' IU IWIFTNE M 1EZZ LVL.2 1(N) MEZZ lot -:18 1/211 9'-93/4" LEVEL 1 of. TOP PLATE 17'- 10 5/8" EAST MEZZ LVL.2 1(N) MEZZ 10' -.8 1& 9' - 9 3/4" GO �1M�' 00008 10 - Pate - p&VtWpmen-�9W '�Ladw Issues ®�k, \O o G� ®�n GOBI _ . Jk 00� Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. I Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this project without written permission of Agate Architecture, LLC. 3988 Main St. Tenant Improvement SECTIONS Project number 2017.11 Date 5.15.18 Drawn by MS Checked by -It� A302, Scale 1/4" = 1'-0" V �; MAY 24 Original Submittal 2 a. OD M 0 co 0 N LO M AIIA-1 X14qzTM-A*%Q1T7&*1#11 MEN "m #Nginal Submiftal ",J AGATE ARCHITECTURE 6 At ROOF PEAK ROOF PEAK Y6- ---11 9/16" -26- i-1 1/-1�6 ��®1 C . ...... . .... ...... . .... ----------- ......... . .. . ....... . ... .......... . .................. . ......... . ....... ................ ... we ON 69 #6871 JQ5 .... .... .. ........... . ..... ... ....... . . .... .. .... ....... . ... XF ........ . . .......... . .. . ..... .. .. ...... . ... .......... . . . ... ........ .... ... . ..... . ... ...... . ..... .... .. .... . ....... ................ .. - . ......... ............ IP OF 4� .............. ............ . .. . .. . ........ .. . .......... ..... ... ... ......... --- ------- -- --------- ......... .. ... . ......... Michael Soraci, AIA, LEED � �02 L ap 4 Architect Sim. Ae A502 A 02 313 E. 8th Ave. I Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 (E) ATTIC SPACE, 4, AGATE ARCHITECTURE, LLC NO CHANGE MIN. R49 BLOWN IN INS. AT RESI CEILING r7 A502) r3 X � �O2eay P PLATE 0 TO PLATE OP PLATE OF' wg --PLATE 17'- 10 5/8'1 of IT- 5 TOP PLATE /8 IT- 10 5/8" 17'- 10 5/8 _ _ 17'- 10 5/8" M. M. ,p A502 sr DEN AUTO SHOP MEZZANINE CLOSET 26 14 6 21 29 419 SF 1579 SF 518 SF 70 SF A5o2 EAST MEZZ LVL.2 2 1'- MEZZ NA MEZZ (N MEZZ N) MEZZ11 5 101-81/2" 1 8 1/21, (N) ME77 10' - 8 1/2" 10'- 8 1/2 FLOOR TYPE 1-10 - 8 1/2"� IN _�-m ............ LEVEL LEVEL 2 LEVEL2 LEVEL avolo", LE) \,-w M11111111--QMMMINI 4 2 HOUR WALL 91-93/411 1 11 91-93/411 LEVEL2 91- 9 314" - 9- 3/411 U -J AUTO SHOP COMPLIANT PAINT BOOTH NO 157) SF SPRAY BOOTH FLOOR TYPE I - BREAK ROOM 7 5 375 SF 4 350 SF AUTO IN SHOWROOM 1015.1 1549 SF mei No. Description Date A502 b, 0- A502 FLOOR TYPE 3 A 502 The Contractor & the Owner shall examine the construction M -Z M documents for inconsistencies & contact Agate Architecture, LLC for resolution to the The EL 1 LEVEL 1 LEVEL LEVEL I LEVEL 1 �011 ti. -171F ` I ", — I prior commencement of work. design contained herein is intellectual of the 0 0 4' A k LEVEL 1 1. 0 R gl; property architect & is not to be used for any other purpose than this YN E10.0961M jl&�, 1 0 project without written permission of Agate Architecture, I.I.C. . . ......... FTG. 3988 Main St. Tenant -q . ........ . ..... FD .0. -2'- 0-� I I Improvement WALL SECTIONS WEST WALL SECTION WALL SECTION AT R3- TO F-1 1 HOUR WALLS AT STAIR SECTION AT MEZZ. 1-011 1/211 1'-0" 1/211 =I EAST WALL SECTION 1/211 1'-0" 1/211 1'-0" Project number 2017.11 Date 5.15.18 Drawn by MS hrn Checked by Checker �«��-��o��- AA -01 ��+°�r�-�0 ` �S5 U,(? 5 ice% LO co �l`f how 5,5 S cale 1/211 1,-0- AIIA-1 X14qzTM-A*%Q1T7&*1#11 MEN "m #Nginal Submiftal ",J 5/8" TYPE'X' GYP BD (MOLD & MOISTURE RESISTANT IN WET AREAS) — PRIMER COAT — LOW VOC PAINT — (2 COATS) VAPOR BARRIER 2X4'S AT 24" OC. 3 112" DWELLING I REPAIR RESILIENT CHANNELS AT 16" OC, SEE WP31 10 3" ROXUL MINERAL WOOL ACOUSTIC BATT INSULATION NOTE: 1. WALL TO BE CONT. FROM T..O (E) SLAB TO UNDERSIDE OF (E) ROOF. 2. ALL FRAMING LUMBER TO BE DF #2 OR BETTER KD UNLESS NOTED OTHERWISE 3. DRAFT STOP AT 10' OC., MAX GA -600-2012 FIRE RESISTANCE DESIGN MANUAL GYPSUM WALLBOARD, RESILIENT CHANNELS, i GL9SS FIBER INSULATION, WOOD STUDS �- € = A Resilient channels 24" o,c, attached at right angles to ONE SIDE of 2 x 4 wood studs 16" (E) WRB. 1 HOUR o.c, with 1"Type S drywall screws- Base layer 51C type X gypsum wallboard or gypsum �$ .0 WALL TEXTURE TO MATCH (E) LOW VOC PAINT t , k r 1< veneer base applied at fight angles to channels with 1 Type S drywall sore" 12' 0.0. s INS. AS NOTED ON PLANS VAPOR BARRIER (E) 2X4'S - NO CHANGE .. Face layer s/8" type X gypsum wallboard or gypsum veneer base applied at right angles (2 COATS) € € EXT. to channels with $14" daubs of adhesive 12" o,c, vertically and horizontally. INT. OPPOSITE SIDE: Base layer Ole type X gypsum wallboard or gypsum veneer base applied . parallel to studs with 5d crated nails, 1sta" long, 0.086" shank, 151se heads, 32" o.c. Second layer Vs" type X gypsum wallboard or gypsum veneer base applied parallel to Thickness: 631x" 3 �. m studs" h 1 Fa a layer 14 with 8d coated Waifs, �' fe" long, 0.113 shank, tax heads, 2 o c, c ye Approx. Weight: 2 pst regular gypsum wallboard applied parallel to studs with 314 daubs of adhesive 12" ac. Fire Test: UL 113660-2, 12-3-68, vertically and horizontally, 2" glass fiber insulation, 0,60 pcf, stapled to three layer side LFL Design U313 in stud space, Sound Test: RAL TL69.286, 6«2068 Joints staggered 16" each layer and side. (LOAD-BEARING) (Rev. 9-4-68) WALL TYPE 1 -1 HOUR RATED PARTITION WALL .i 11 = it WALL TYPE 5 - CMU 1 1 J2" 11 -(,ti I / Ll FIN. FLR. AS OCCURS 7/8" 'EDGE GOLD' SUB FLOORING, SEE STRUCTURAL INS. AS NOTED ON PLANS 5/8"' TYPE'X' GWB. (1) PRIMER COAT (2) COATS PAINT (VAPOR BARRIER) FLOOR TYPE 2 - NON -RATED FLOOR ASSMEBLY 6 1 1/211 = 1'-011 tOUND FACE COPING CAP tOUND FACE CMU, 3OND TRUCTURAL PLANS fRUCTURAL PLANS 2S LEVEL 1 0" (2) LAYERS OF DENSGLASS OR ARCHITECT APPROVED 6 TYPE'X' GYP. SHEATHING, WP 8415 BELC (E) SIDING REINSTA TYVEK DRAINWRAP V+ LOW VOC PA (2 CO) VAPOR BARI `TERS 5/8" TYPE 'X' GYP BD VP 8415 BELOW) & MOISTURE RESISTANT :T AREAS) )ATS PAINT (VAPOR ER) IMER COAT TEXTURE TO MATCH (E) 5 ROXUL 3.5" MINERAL WOOL ,S PER G.A. 20TH GEN. 'LAINCE NOTE #11 4'S - NO CHANGE CL GA -600-2012 FIRE RESISTANCE DESIGN MANUAL GYPSUM SHEATHING, GYPSUM WALLBOARD, WOOD STUDS EXTERIOR SIDE: Base layer sle type X gypsum sheathing appliedparallel or at right angles to 2 x 4 wood studs 24" o.c. with 6d coated nails, 171x" long, 0.085" shank, 1/4" heads, 24" o.c. Face layer $is" type X gypsum sheathing applied parallel or at right angles to studs with 8d coated nails, 2310 long, 0.100" shank,1/4" heads, 8" o.c. Exterior cladding attached through sheathing to studs. t. INTERIOR SIDE: Base layer Ile" type X gypsum wallboard or gypsum veneer base applied parale or at right angles to studs with 6d coated nails, 1718" long, 0.085" shank, 1/4" heads, 24" o,c, Face layer 6/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to studs with 8d coated nails, 23/e" long, 0.100" shank, 'M' Thickness: 61/s" without exterior cladding heads, 8" o.c. Fire Test: See WP 4135 Joints staggered 24" each layer and side. (LOAD-BEARING) (FM WP 360,9-27-74) ROOF / WALL / FLOOR ASSMEBLY NOTES: 1. IF DIFFERNET CONDITIONS ARE DISCOVERED IN THE FIELD, GC TO NOTIFY ARCHITECT IMMEDATLY. 2. REFER TO GA -600-2012 FIRE RESISTANCE DESIGN MANUAL FOR GENERAL COMPLIANCE & INSTALL NOTES 3. FILL ALL VOIDS WITH MINERAL WOOL 4. IN RATED ASSEMBLIES, SEAL ALL PENETRATIONS WITH 3M OR APPROVED FIRE CAULK AND PUTTY. 1/2" (E) SIDING i (2) COATS PAINT (VAPOR € = A BARRIER) (E) WRB. 1 HOUR 04 (1) PRIMER COAT .0 WALL TEXTURE TO MATCH (E) LOW VOC PAINT FIRE (2 COATS) I INS. AS NOTED ON PLANS VAPOR BARRIER € (E) 2X4'S - NO CHANGE EXT. PAINT FIBER BATT OR LOOSE FILL INSULATION, CEILING DAMPER, (2 COATS) € € EXT. I INT. angles to resilient furring channels 12" o.c. with 1" Type S drywall screws 951e o.c. REPLACE (E) GWB AS NEEDED. IF REPLACING AN i ENTIRE WALL, USE 5/8" TYPE'X' - OTHERWISE IN - NON -RATED LOCATIONS USE 1/2 GWB. f (MOLD & MOISTURE withdrawal and lateral resistance strength, 12" o.c. Either 31e gypsum floor topping or RESISTANT IN WET AREAS) NOTES: 1. STRICTLY ADHERE TO MANUFACTURERS SPECIFICATOINS FOR FLASHING AND MOISTURE BARRIER INSTALLATIONS ALL ALL WDW. AND DOOR OPENINGS & PENETRATIONS 5/8" TYPE'X' GYP BD (LITE KNOCK DOWN FIN) PRIMER COAT LOW VOC PAINT 3" ROXUL ACOUSTIC BATT INS. WERE SHOWN ON PLANS KD 2X4 @ 16" O.C., U.N.O. ON PLANS SIM. OPP. HAND NOTE: W — u 1. ALL FRAMING LUMBER TO BE DF #2 OR BETTER KD UNLESS NOTED OTHERWISE WWALL TYPE 2 - 2 HOUR EXT. WALL WALL TYPE 3 - (E) EXT. WALL WALL TYPE 4 - TYP. INT. WALL = 11-011 3 1 If = 1'-011 1 1/2'I = 1'-011 FLOOR -CEILING SYSTEMS, WOOD FRAMED GA FILE NO, FD 5119 PROPRIETARY 1 HOUR 5€3 to 54 STC — FIRE SOUND WOOD TRUSSES, WOOD STRUCTURAL PANELS, GYPSUM FLOOR TOPPING, RESILIENT CHANNELS, GLASS OR MINERAL FIBER BATT OR LOOSE FILL INSULATION, CEILING DAMPER, GYPSUM WALLBOARD One layer s/s" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels 12" o.c. with 1" Type S drywall screws 951e o.c. Gypsum board end joints located midway between continuous channels and attached with screws 9sla" o.c. to additional pieces of channel 60" long located 3" back on either i side of end joint. Resilient channels applied at right angles to 18" deep parallel chord wood trusses 24" o.c. with 1 /4 Type S or W drywall screws. Glass or mineral fiber batt - insulation stapled to subtloor or loose fill insulation applied directly over gypsum board. Wood trusses supporting 23132" wood structural panel subfloor, long edges T&G, applied f at right angles to trusses with 6d ring shank nails, or staples having equal or greater withdrawal and lateral resistance strength, 12" o.c. Either 31e gypsum floor topping or 1$13e wood structural panel underlayment applied over subfloor. Approx. Ceiling Optional celing damper (refer to manufacturer for information on the type of damper). Weight: 3 psf Fire Test: UL R7094, 07NK11121, Sound tested with carpet and pad. 11-27-07, PROPRIETARY GYPSUM BOARD UL Design L592; WFCi 07002Cl0704B, 8-3-07 PABCO Gypsum 5FLA�E CURBS C Sound Test: RAL-TL08-311a, 10-31-08 IIC & Test (64 C & P) RAL-IN08-040a, 10-31-08 FLOOR TYPE 1 -1 HOUR FLR. AT R3 1 1/211 1 1-011 FIN. FLR. AS OCCURS 6" CONC. SLAB ON GRADE REBAR, MIN. #4 BARS AT VOC., EA. WAY 15 MIL STEGO VAPOR BARRIER 3/4" MINUS COMPACTED FILL 12" LIFTS, MAX: 90% MIN. COMPACTION 7 FLOOR TYPE 3 - SLAB ON GRADE U 1 1/2 = 1'-0" FIN. FLR. AS OCCURS 3/4" LAYER OF SELF LEVELING GYPCRETE 7/8" 'EDGE GOLD SUB FLOORING, FASTEN P/ FC 5119 (E) FLOOR TRUSS, NO CHANGE U.N.O. ROXUL 3" MINERAL WOOL INS, RESILIENT CHANNELS P/ FC 5119 5/8" 'FLAME CURB' TYPE'C' GWB. GWB CHANNELS P/ FC 5119 (1) PRIMER COAT (2) COATS PAINT (VAPOR BARRIER) (N) CONC. SLAB. POUR BACK TO BE 1 FLUSH WITH ADJACENT SURFACE. _ GRIND AS NEEDED TO MATCH (E) _ FLOOR ONCE PROPERLY CURED MIN. (2) 6" LAYER OF 3/4" MINUS GRAVEL FILL, COMPACTED TO 90% GC TO COORDNATE (E) COCN. SLAB -- LEVEL 1 771 = On r'. #4 DOWES W/ MIN. 4" EMBEDMENT AT 24" -��j j OC., BOTH SIDES Vie .e ... 1 1/2' = 1'-0" �evtl;��-� Issues A It AIL AIL o� GOR G®- #6871 AtOF V Michael Soraci, AIA, LEED ap Architect 313 E. 8th Ave. I Eugene OR., 97401 michael@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC No. Description Date The Contractor & the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of the architect & is not to be used for any other purpose than this j project without written permission of Agate Architecture, LLC. 3988 Main St. Tenant Improvement ASSEMBLY DETAILS Project number 2017,11 Date 5.15.18 Drawn by MS Checked by A501 Scale As indicated 0 s VMAOP"r-4- . MAI yu� yWhw 110 n odginal Submittal—*— AGATE ARCHITECTURE 2 ffi; ggll, W, M M FLOOR TYPE I - a FLOOR TYPE 3 LEVEL 2 9 9 3/411 0 GV LEYEL— .1 �?�� �: 0 . ....... .. . .. . ........ ... . ......... - ............. -- ---------- OF Michael Soraci, AIA, LEED ap NO Architect s. 313 E. 8th Ave. Eugene OR., 97401 (E) FTG. ASSEMBLY INro N mic ae aga earc itecture.com NOT KNOWN A www.agatearc itecture.corn p, 541.520.4558 �s��.� �,Ez�UU�. TOP PLATE r�� AGATE ARCHITECTURE, LLC 17'- 10 5/8" a, FTG. - -21 -off 2 HOUR WALL AT (E) SLAB 1 1/211 = 1'-0" 1 2 HOUR WALL AT 1 HOUR FLR. n 2 HOUR WALL AT LVL 2 CEILING4 2 HOUR WALL AT (E) ROOF 0 of 1-011 1 1/2 1 11/2If= 1 1-011 2 wpm 2 2 4 LEVEL 9 CONT. RATED ASSEMBLY ....... ............... . . . . ......... .......... ........... ............ .. ............... A (N) 2X6 CEILIGN JOIST LEDGERS M FLOOR TYPE 3 LEVEL I TOP PLATE off 17'- 10 5/8 U (N) TOP PLATES z :� k:���,�� .......... ��02 1 HOUR PARTITION WALL AT LVL. 2 1 HOUR PARTITION WALL AT SLAB 1 HOUR PARTITION WALL I HOUR FLR. CEILING U5 1 1/2" 1# -Off �11 /�2"= 1-0" 1 1/211 1 1-011 1 HOUR PARTITION WALL AT E) ROOF 1 1/2 1 -010 ............ No. Description Date gg MEZZANINE 4> The Contractor & the Owner shall examine the construction 29 documents for inconsistencies & contact Agate Architecture 518 SF CONT. RATED ASSEMBLY FLOOR TYPE 2 , LLC for resolution prior to commencement of the work. The "EDGE MEZZ design contained herein is intellectual property of the 1-1/8" GOLD" SUB -TREAD 10 -81/2- architect & is not to be used for any other purpose than this FLOOR TYPE 2 project without written permission of Agate Architecture, I.I.C. —(N) ME77 Main St. Tenant 2X BLKG Improvement LEVEL2 2 9- 9 3/4" LEVEL 1 DETAILS J- 5, 0 Project number (E) 6" COL., RE-INSTALLED2017.11 Date 5.15.18 Drawn by MS 2 a - Checked by C> I? TYP. STAIR CARRAGE AT PARTITION 1q, IR FLOOR TYPE 2 TO WALL TYPE 3 WALL MEZZ FLOOR WALL AND COL. A502 Co 1 1/211 = 1 1-011 1 1/2#1 1-0f! - 11 #1 -011 1 1/2 = 11 If = 1 1-011 Scale 1 1/2 Y� VMAOP"r-4- . MAI yu� yWhw 110 n odginal Submittal—*—