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HomeMy WebLinkAboutDrawingsDESCRIPTION OF PROPOSED WORK1. THESE DRAWINGS ARE FOR AN ADDITION TO BUILDING B, THERENTON SIGN SHOP, LOCATED AT THE CITY OF RENTON'SPUBLIC WORKS SHOPS.2. SPACE IN THE EXISTING BUILDING B WILL BE PARTIALLYENCLOSED FOR STORAGE3. THE ADDITION WILL BE A SINGLE STORY BUILDINGCONSTRUCTED WITH WOOD FRAMING MEMBERS.4. THE ADDITION WILL BE CONSIDERED A SEPARATE BUILDINGBY THE ENERGY CODE, AND WILL MEET ALL CURRENT CODEREQUIREMENTS.5. THE WORK INCLUDES REVISIONS TO PAVED PARKING ANDLANDSCAPED AREAS.6. LESS THAN 2000 SF OF SURFACE AREA WILL BE DISTURBED.7. A NEW MANUAL TRANSFER SWITCH WILL BE ADDED ATBUILDING A AS BID ALTERNATE ONE.8. AN EQUIPMENT ROOM IN BUILDING B WILL BE CONVERTEDTO A SERVER ROOM AS BID ALTERNATE TWO.9. THE CITY WILL PROVIDE A BUILDING PERMIT.10. THE CONTRACTOR IS TO OBTAIN AND PAY FOR ALL OTHERPERMITS AS PART OF THE WORK.PROJECT DATAPROJECT NAMECITY OF RENTON PUBLIC WORKSSIGN SHOP EXPANSIONADDRESS3555 NE 2ND ST,RENTON, WA 98056OWNER CITY OF RENTON1055 SOUTH GRADY WAYRENTON, WA 98055425 430-6608LEGAL DESCRIPTIONS & PARCEL NUMBERSPARCEL # 162305-9123BEG SW COR OF NE 1/4 TH S 89-01-16 E 683.33 FT TH N01-04-13 E 363.53 FT TO TPOB TH CONTG N 01-04-13 E 960FT TO N LN OF SW 1/4 OF NE 1/4 TH S 89-03-38 E 642.05 FTTO NE COR OF SW 1/4 OF NE 1/4 TH S 01-00-49 W 960 FT THN 89-03-38 W 643 FT TO TPOB LESS W 30 FT LESS C/M RGTSPERMIT # PRE16-000182DRAWING LISTCS.1 COVERSHEETCS.2 SYMBOLS AND ABBREVIATIONSCIVILC1.0 DEMOLITION AND TESCC1.1 DEMOLITION AND TESC DETAILS AND NOTESC2.0 DRAINAGE & PAVINGC2.1 PAVING DETAILSARCHITECTURALA0.1 OVERALL SITE PLAN WITH PARKING AND CRITICAL AREASA0.2 IMPERVIOUS AREA CALCULATIONS. AND SITE DEMO NOTESA1.1 EXISTING PLANSA1.2 PROPOSED PLANSA1.3 ENLARGED PLAN WITH EQUIPMENT AND LIFE SAFETY EXITING PLANA2.1 EXISTING ELEVATIONSA2.2 PROPOSED ELEVATIONSA3.1 EXISTING SECTIONSA3.2 PROPOSED SECTIONS AND INTERIOR ELEVATIONSA3.3 SITE SECTIONS SHOWING SIGHT LINESA5.1 DETAILED SECTIONSA6.1 DETAILS - FOUNDATION AND SITEA6.2 DETAILS - DOOR AND WINOWA6.3 DETAILS - WALLS, OPENINGS, AND CEILINGSA6.4 DETAILS - ROOFA7.1 SCHEDULES, OPENINGS, AND WALL TYPESSTRUCTURALS1.1 STRUCTURAL - GENERAL NOTESS1.2 STRUCTURAL - GENERAL NOTES CONTINUEDS1.3 STRUCTURAL - SPECIAL INSPECTIONSS2.1 STRUCTURAL - FIRST FLOOR PLANS2.2 STRUCTURAL - ROOF PLANS3.1 STRUCTURAL -TYPICAL CONCRETE DETAILSS4.1 STRUCTURAL - WOOD FRAMING DETAILSS4.2 STRUCTURAL - WOOD FRAMING DETAILSMECHANICALM1.0 COVER SHEETM1.1 SCHEDULESM1.2 SCHEDULESM2.1 FLOOR PLANM2.2 FLOOR PLANM2.3 ROOF PLANM3.1 SECTIONSM4.1 DETAILSPLUMBINGP1.0 COVER SHEETP1.1 SCHEDULESP2.0 FOUNDATION PLANP2.1 FLOOR PLANP2.2 SECOND FLOOR PLANP2.3 ROOF PLANELECTRICALE0.1 SYMBOLS & SCHEDULESE1.0 SITE PLANE1.1 FIRST FLOOR PLANE1.2 SECOND FLOOR PLANE1.3 ROOF PLANE2.0 PANEL SCHEDULESSITE CALCULATIONSOVERALL SITE SIZE = 821,065 SFEXISTING IMPERVIOUS = 506,000 SF 62%PROPOSED IMPERVIOUS = 506,000 SFALLOWABLE COVERAGE = 65%TOTAL DISTURBED SITE = 1995 SFBUILDING CODEBUILDING CODE AUTHORITY: CITY OF RENTON2015 INTERNATIONAL BUILDING CODE*WASHINGTON STATE ENERGY CODEBUILDING CODE ANALYSISOCCUPANCY CLASSIFICATION: B OFFICES; F-1 FACTORYCONSTRUCTION TYPE: EXISTING ORIGINAL TYPE II-N UNSPRINKLERD PROPOSEDTYPE V-B UNSPRINKLEREDALLOWABLE AREA F-1 OCCUPANCY = 8,500 sfB OCCUPANCY = 9,000 sfMECHANICAL ENGINEERSIDER+BYERS192 NICKERSON ST.SEATTLE, WA 98109LIESBET MICHIELSTEL (206) 285-2966FAX (206) 285-1045STRUCTURAL ENGINEERDCI ENGINEERS818 STEWART ST. #1000SEATTLE, WA 98101DANELLE JACOBSTEL (206) 332-1900DJACOBS@DCI-ENGINEERS.COMCIVIL ENGINEERLPD ENGINEERING PLLC1932 1ST AVE #201SEATTLE, WA 98101NICOLE HERNANDEZTEL (206) 725-1211NICOLEH@LPDENGINEER.COMARCHITECTWAGNER ARCHITECTS1916 PIKE PLACE #221SEATTLE, WA 98101ROBERT WAGNERTEL (206) 448-2528RW@WAGNERARCHITECTS.COMCITY OF RENTON PUBLIC WORKS SHOPSSIGN SHOP EXPANSIONOCCUPANCY TABLE GROSS OCCUPANT1004.1.2AREA LOADF-1 200969 5B 100319 4BUILDING FOOTPRINTEXISTING = 2,016 SFNEW CONSTRUCTION = 1,364 SFTOTAL = 3,380 SFBUILDING AREAFIRST FLOOR WITH ADDITION = 3,380 SFSECOND FLOOR UNCHANGED = 1,307 SFPROPOSED BUILDING AREA = 4,687 SF1VICINITY MAPNOT TO SCALEGENERAL NOTES1. ALL WORK SHALL BE IN CONFORMANCE WITHAPPLICABLE CODES AND LOCAL BUILDINGREQUIREMENTS, WHICH INCLUDE CURRENT EDITIONS OFTHE IBC AND WA STATE ENERGY CODE. SEESTRUCTURAL SHEETS FOR STRUCTURAL INFORMATION.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ONTHE DRAWINGS BEFORE COMMENCING WITH WORK. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTIONOF THE ARCHITECT PRIOR TO STARTING ANYCONSTRUCTION IN THE AREA CONCERNED. DO NOTSCALE DRAWINGS.3. ALL DIMENSION LINES ARE TO THE FACE OF FINISHEDWORK, OR AS NOTED. DIMENSIONS NOTED AS "CLR"INDICATE CLEAR DISTANCES BETWEEN FINISHES.4. WHERE ON ANY OF THE DRAWINGS OR DETAILS APORTION OF THE WORK IS SHOWN AND/OR DETAILED,AND THE REMAINDER IS INDICATED IN OUTLINE, THEPARTS SHOWN AND/OR DETAILED SHALL APPLY TO ALLOTHER LIKE PORTIONS OF THE WORK.5. PROVIDE SUFFICIENT BLOCKING IN WALLS FORSUPPORTING COUNTERS, CABINETS, ACCESSORIES,FUTURE ACCESSORIES, ETC. AS REQUIRED.NNE SUNSET BLVDI-405MAPLE VALLEY HWYNE 3RD
STNE 4TH STMONROE AVE NE
DUVALL AVE NENE 2ND STPROJECT SITEELECTRICAL ENGINEERADVANCED ELECTRICAL SERVICES192 NICKERSON ST. #306SEATTLE, WA 98109BUDD REICHARDTEL (206) 282-6364FAX (206) 282-6368ENERGY CODE ANALYSIS AT ADDITIONHEAT PUMP USED FOR HEATING AND AIR CONDITIONINGINSULATION TO MEET PRESCRIPTIVE CODESNEW EXTERIOR WALLS WILL HAVE R-21 INSULATIONFOUNDATION WILL HAVE R-10 AT 24" CONTINUOUSALONG EXTERIOR EDGENEW ROOF WILL HAVE R-38 INSULATIONNEW EXTERIOR DOOR WILL HAVE A MAXIMUM OF U .37NEW OVERHEAD DOORS WILL HAVE U 0.09FIXED WINDOWS WILL HAVE A MAXIMUM OF U .34OPERABLE WINDOWS WILL HAVE A MAXIMUM OF U .36 AREA VERTICAL AREAITEMFENESTRATION (SF)WALL (SF)EXISTING 975,070NEW1581,750TOTAL 3556,820VERTICAL FENESTRATION TO WALL RATIO: 3.6%MAXIMUM ALLOWED: 30%LAND USE CODE ZONING CLASSIFICATION LIGHT INDUSTRIALREQUIRED PARKING 90 SPACESPROPOSED PARKING 115 SPACESRenton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETCOVERSHEETCS.11
101VESTIBULE1.103XXAX.XXXAX.X10'-0"1XAX.XXXC1021DRAWINGSCALE: 1/8" = 1'-0"N718WEL XXX.XX'1.24X ELEVATIONXXAX.XS11X1.018'-0"0'-0"FIRST FLOORRenton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETSYMBOLS ANDABBREVIATIONSCS.21
PERMIT SETRenton Sign Shop3555 NE 2ND ST.RENTON, WA980561932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcDEMOLITIONAND TESCC1.0
PERMIT SETRenton Sign Shop3555 NE 2ND ST.RENTON, WA980561932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllc12CITY OF RENTON TESC NOTES11SWPPS PLAN NOTES10NOTES9NOT USED5NOT USED2TRIANGULAR SILT DIKEDEMOLITIONAND TESCDETAILS ANDNOTESC1.11CITY OF RENTON STD 216.30 - CATCH BASIN FILTER3CONSTRUCTION FENCING
PERMIT SETRenton Sign Shop3555 NE 2ND ST.RENTON, WA980561932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcDRAINAGE &PAVINGC2.0
PERMIT SETRenton Sign Shop3555 NE 2ND ST.RENTON, WA980561932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcPAVINGDETAILSC2.15NOT USED3NOT USED2NOT USED1NOT USED8CONCRETE WALK6NOT USED9NOT USED12EXTRUDED CURB7NOT USED4HEAVY DUTY PAVEMENT10NOT USED11NOT USED
PROPOSEDADDITION
LOT COVERAGE
NORTH SITE: 588,024 SF
SOUTH SITE: 233,041 SF
TOTAL:821,065 SF
MAX LOT COVERAGE:
65% OF 821,065 SF = 533,692 SF
ESTIMATED LOT COVERAGE = 506,000 SF = 62%
ADDRESS3555 NE 2ND STREETRENTON, WA 98056PARCEL NUMBERNORTH SITE: 162305-9123SOUTH SITE: 162305-9127ZONINGIL - LIGHT INDUSTRIAL
0'50'100'200'
60'
R.O.W.EASEMENTNE 2ND STREET
EXISTING COVERED STORAGENO CHANGESN 01° 04' 13" E 960.0'N 01° 00' 49" E 960.0'N 89° 03' 38" W 643.0'
N 89° 03' 38" W 642.05'N 01° 04' 13" E 363.53'S 01° 00' 49" W 363.96'N 89° 01' 16" W 643.36'
EXISTING DRIVEWAY
EXISTING DRIVEWAY
SIDE YARD - NO SETBACK
SIDE YARD - NO SETBACK
20' SETBACK
REAR YARD
ADJACENT TO
RESIDENTIAL
15' SETBACK
FRONT YARD
NON ARTERIAL
STREET
PROJECTCITY OF RENTON PUBLIC WORKSSIGN SHOP EXPANSIONOWNER CITY OF RENTON1055 SOUTH GRADY WAYRENTON, WA 98055EXISTING SHOP4288 SF2 STORIESTYPE II-N CONSTRUCTIONORIGINAL OCCUPANCY CLASSIFICATION IN 1983:B-2 OFFICES, WORKSHOPS, AND STORAGESIGN SHOP EXPANSION1364 SF1 STORYTYPE V-B CONSTRUCTIONOCCUPANCY CLASSIFICATION:B OFFICES, S-1 STORAGE, F-1 FACTORY INDUSTRIAL
ESTIMATED LANDSCAPED/
UNPAVED AREAS
TOTAL EMPLOYEE PARKING137 SPACES
E
F
G HA1A2B
C
BUILDING A1, A2 NET AREA
OFFICE 10,956 SF
MANUFACTURING 7,629 SF
TOTAL 21,164 SF
BUILDING B NET AREA
OFFICE 528 SF
MANUFACTURING 2,572 SF
WAREHOUSE 1,183 SF
TOTAL 4,283 SF
BUILDING C NET AREA
OFFICE 622 SF
VEHICLE SERVICE 6,759 SF
WAREHOUSE 5,202 SF
TOTAL 12,583 SF
BUILDING D NET AREA
WAREHOUSE 5,600 SF
VEHICLE SERVICE 4,000 SF
TOTAL 9,600 SF
BUILDING E NET AREA
WAREHOUSE 9,600 SF
TOTAL 9,600 SF
BUILDING F NET AREA
WAREHOUSE 10,023 SF
TOTAL 10,023 SF
BUILDING G NET AREA
BUSINESS 1,156 SF
TOTAL 1,156 SF
BUILDING H NET AREA
OUTDOOR STORAGE 8,085 SF
TOTAL 8,085 SF
BUILDING NET AREA
A 21,164 SF
B 4,283 SF
C 12,583 SF
D 9,600 SF
E 9,600 SF
F 10,023 SF
G 1,156 SF
H 8,085 SF
TOTAL 76,494 SF
TOTAL OFFICE NET AREA
BUILDING A 10,956 SF
BUILDING B 528 SF
BUILDING C 622 SF
TOTAL 12,106 SF
TOTAL MANUFACTURING NET AREA
BUILDING A 7,629 SF
BUILDING B 2,572 SF
TOTAL 10,201 SF
WAREHOUSE NET AREA
BUILDING B 1,183 SF
BUILDING C 5,202 SF
BUILDING D 5,600 SF
BUILDING E 9,600 SF
BUILDING F 10,023 SF
TOTAL 31,608 SF
VEHICLESERVICE NET AREA
BUILDING C 6,759 SF
BUILDING D 4,000 SF
TOTAL 10,759 SF
BUSINESS NET AREA
BUILDING G 1,156 SF
TOTAL 1,156 SF
OUTDOOR STORAGE NET AREA
BUILDING H 8,085 SF
TOTAL 8,085 SF
SPACES/AREA /
ZONING 1000 SF X 1000 SF =TOTAL
OFFICE 2 X 12.106 24.212
MANUFACTURING 1 X 10.201 10.201
WAREHOUSE .67 X 31.608 21.177
VEHICLE
SERVICE 2.5 X 10.759 26.898
BUSINESS 3 X 1.156 3.468
OUTDOOR
STORAGE .5 X 8.085 4.025
TOTAL 89.981
TOTAL SPACES REQUIRED 90
SPACES SPACES
PARKING PROVIDED REQUIRED
PROPOSED 115 90
OCCUPANCYOFFICE (2 SPACES / 1000 SF)MANUFACTURING (1 SPACE / 1000 SF)WAREHOUSE (1 SPACES / 1500 SF = .67 SPACES /1000 SF)VEHICLE SERVICE (2.5 SPACES / 1000 SF)
BUSINESS / SERVICES (3 SPACES / 1000 SF)
OUTDOOR STORAGE (.5 SPACES / 1000 SF)
D
NOTE: ALL VALUES ARE ASSUMED BASED
ON AVAILABLE INFORMATION.
EDGE OFSLOPEF.H.F.H.
F.H.
F.H.
F.H.F.H.
F.H.
F.H.F.H.
F.H.
414'-8"148'-9"28'-0"20'-8"602'-10"66'-0"273'-0"NE 2ND STREETTRASH AND
RECYCLING AREA
400 SF
EXISTING BUILDING
NO CHANGES
200'-0" RADIUSFROM PROPOSEDADDITIONRIGHT OF WAYCENTERLINE
F.H.
SITE LEGEND
TRASH AND RECYCLING AREAS
FIRE HYDRANT
EXISTING DRIVEWAYEXISTING BUILDING
NO CHANGES
EXISTING BUILDING
NO CHANGES
EXISTING
BUILDING
NO CHANGES
EXISTING BUILDINGNO CHANGES10' SEWER EASEMENT TOCITY OF RENTON A.E.790122062250' TRANSMISSION LINEEASEMENT TO PUGET POWERPER A.F. 4387476NEW PAVING
NEW PAVING
#PARKING SPOT COUNT
Renton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETNOVERALL SITEPLAN WITHPARKINGAND CRITICALAREASA0.11 SITE PLAN
SCALE: 1" = 50'1
11 SPACES2 SPACES7 SPACES 2 SPACESEXISTINGBUILDINGEXISTINGLANDSCAPEPAVEMENTSHOP 865 SFSHOP96 SFOFFICE208 SFOFFICE111 SFEXISTING3,323 SF APPROX.BUILDING AEXISTINGLANDSCAPE1.103
1.104
TOTAL ADDED1,995 SFPAVEMENT766 SFADDITIONAL BUILDINGAREA 1,364 SFADDITIONAL PAVING616 SFRADIOANTENNAPAD18 SFEXISTINGBUILDING BELECTRICAL ROOM WITH CONNECTIONFOR NEW MANUAL TRANSFER SWITCH16' X 8' - BID ALTERNATE ONE, SEE 3/A1.31NOTE: IRRIGATION SYSTEM TO BECAPPED AND REMOVED FROM FUTUREPAVED AND DEVELOPED AREA.NOTE: PROTECT LANDSCAPE ANDIRRIGATION SYSTEM IN UNDEVELOPEDAREA. RECONNECT IRRIGATION SYSTEMAS NECESSARY TO OPERATE.Renton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETIMPERVIOUSAREACALCULATIONS,AND SITEDEMO NOTESA0.2AREAEXISTING 3,323 SFNEW CONSTRUCTION1,364 SFTOTAL4,687 SF = 41% INCREASENET AREA NEW CONSTRUCTIONOFFICE111 SF208 SFTOTAL319 SFINDUSTRIAL (SHOP)865 SF 96 SFTOTAL961 SFOFFICE319 SFINDUSTRIAL (SHOP)961 SFTOTAL NET AREA1,280 SFPARKING REQUIREMENTS PER RENTON MUNICIPAL CODESECTION 4-4-080 E - 10dOFFICE: 2 SPACES / 1000 SF MINIMUM4.5 SPACES / 1000 SF MAXIMUMINDUSTRIAL (SHOP): 1 SPACE /1000 SF MINIMUM1.5 SPACES / 1000 SF MAXIMUM* NOTE: AREAS BASED ON NET FLOOR AREAPARKING REQUIREMENTS FOR NEW CONSTRUCTIONOFFICE: 2 SPACES X 315/1000 SF = .63INDUSTRIAL(SHOP):1 SPACE X 920/1000 SF = .92MINIMUM NEW/ PROPOSED PARKINGOFFICE.63 SHOP.92TOTAL1.55 =2 SPACESEXISTING FLOOR AREAEXISTING FIRST FLOOR2,016 SFEXISTING SECOND FLOOR1,307 SFTOTAL3,323 SFBUILDING FOOTPRINTEXISTING FIRST FLOOR=2,016 SFNEW CONSTRUCTION=1,364 SFTOTAL=3,380 SFNEW IMPERVIOUS SURFACEADDITIONAL BUILDING1,364 SFRADIO ANTENNA PAD18 SFADDITIONAL PAVING 616 SFTOTAL ADDED1,998 SF3EXISTING SITE PLANSCALE: 1" = 30'N1NET USE AREASSCALE: 1/8" = 1'-0"3PROPOSED SITE PLAN WITH BID ALTERNATE ONESCALE: 1" = 30'NLOCATION OF M.T.S, SEE ELECTRICAL11
OFFICEOFFICETOILETSHOPWORKSTATIONSANTENNA2A3.14A3.11A2.12A2.13A2.14A2.13A3.11A3.1OPEN TO BELOW2A3.14A3.11A2.12A2.13A2.14A2.13A3.11A3.1SKYLIGHTROOF HATCHHVACRDOVERFLOW SCUPPER2A3.14A3.11A2.12A2.13A2.14A2.13A3.11A3.1OFFICEOFFICETOILETSHOPWORKSTATIONSREMOVE EXISTING WALLS ATPROPOSED DOORWAYSRELOCATE EXISTING RADIO ANTENNA.REMOVE EXISTING PAD.EXCAVATE AS REQUIRED FORNEW CONSTRUCTIONEXISTING ROOF DRAINDOWNSPOUT MAY NEED TO BERELOCATED5A1.1REMOVE EXISTINGSIDEWALKREMOVE EXISTING CURB,SEE CIVILREMOVE EXISTING LANDSCAPE ASNECESSARY FOR NEW PAVINGREMOVE EXISTING CURBAS NECESSARY TO ALLOWFOR 4" OF NEW CONCRETEAT STEP DOWN.SOUTH ELEVATION TILT UPSPANEL JOINTNEW DOUBLE DOOR OPENINGCMU WALLNORTH ELEVATION TILT UPS NEW DOOR OPENING4'-10"3'-4"6'-4"2'-10"2'-10"3'-10"FIRST FLOORSECOND FLOOR+/- 11'-8 1/2"25'-4"17'-4"3'-4"72'-0"14'-4"6'-4"4'-7 1/2"7'-11 1/2"7'-2"
7'-2"Renton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SET1EXISTING FIRST FLOOR PLANSCALE: 1/8" = 1'-0"NEXISTINGPLANSA1.12EXISTING SECOND FLOOR PLANSCALE: 1/8" = 1'-0"3EXISTING ROOF PLANSCALE: 1/8" = 1'-0"4EXISTING FIRST FLOOR DEMO PLANSCALE: 1/8" = 1'-0"5EXISTING SECTION WITH PROPOSED WALL OPENINGSSCALE: 1/8" = 1'-0"1
EXISTINGSKYLIGHTEXISTING ROOFHATCHEXISTINGROOFTOPHVAC UNITEXISTING R.D.EXISTING OVERFLOWSCUPPERNEW HVAC UNITSSEE 6/A6.4 ANDMECHANICALDRAWINGS FORCURB DETAILSNEW EXHAUST FAN2A2.23A3.21A2.23A2.2SLOPE3/8 : 12 66'-0" TO OUTSIDE FACE OF SHEATHING5'-0"THE AC UNIT IS A PART OF BIDALTERNATE 2. THE CURB ISPART OF THE BASE BIDREFER TO MECHANICALDRAWINGS FOR CURB DETAILSNEW CRICKETROOFSCUPPER ANDCOLLECTIONBOX, TYP.RELOCATEDRADIOANTENNAMOUNTINGBRACKET ANDPULLEYD.S.D.S.D.S.20'-8" TO OUTSIDE FACE OF SHEATHING 1A3.22A3.2SLOPESLOPESLOPESLOPE16'-0"15'-0"1.20166'-0" TO OUTSIDE FACE OF SHEATHING5'-0"OPEN TO BELOW20'-8" TO OUTSIDE FACE OF SHEATHINGEXISTINGBUILDINGACTBELOWACT BELOW2A2.23A3.21A2.23A2.2OPEN TO BELOW9'-7"THIS BECOMES ASERVER ROOM IN(BID ALTERNATE TWO)SEE 2/A1.3.201EQUIP. STORAGEO.H. HOSE REELS (3) (BIDALTERNATE ONE)9'-3"2'-4"3'-0"A1.32 RELOCATEDRADIOANTENNAD.S.D.S.D.S.ACT BELOWD1D1 1A3.22A3.2A6.31A6.32A6.32SIM.SIM.A6.31166'-0" TO OUTSIDE FACE OF CURB20'-8" TO OUTSIDE FACE OF CURB
1'-4"3A2.212'-0"NOTE: SHADINGINDICATES CURB. HEIGHTOF CURB IS 6" ABOVEFINISH SLAB HEIGHT, TYP.2A2.23A3.21A2.21A3.2RELOCATED RADIOANTENNAPAD 4'-2" X 4'-2" X 6" DP.ALIGN WITH NORTH EDGEOF EXISTING BUILDING B5'-0"6"
TYP.
3'-4"2'-9"F.D.F.D.(BID ALT. ONE)6"1'-6"TRENCHDRAIND.S.D.S.D.S.8"
12'-0"2'-9"1A6.12A6.1BOLLARDS, SEE DETAIL 7/A6.12A3.210"6'-0"NEW CONCRETE STEPNEW CURB, SEE CIVILEDGE OF NEW CONCRETEEDGE OF NEW ASPHALTREMOVE EXISTING CURBAS NECESSARY TO ALLOWFOR 4" OF NEW CONCRETEAT STEP DOWN. SEE 4/A1.1111EXISTING BUILDING1NEW ASPHALT,SEE 3 /A0.221.1011.102
1.1051.1071.1063A3.21A2.23A2.216'-6"8'-0"PROPOSED ADDITION102OFFICE2'-9"12'-0" OVERHEAD
DOOR ROUGH
OPENING 1'-4"
3'-4"
20'-8" TO OUTSIDE FACE OF SHEATHING
B2B1B1A1A2C1A28'-0"6'-0"8'-0"6'-0"16'-0"6'-0"16'-0"66'-0" TO OUTSIDE FACE OF SHEATHING101OFFICE4'-6"8'-0"
2'-3"6'-8"
11'-0"6"6"
2'-8"104SHOP12'-8"103PRINTF.D.1A3.2TRENCHDRAIN2A2.26'-8"OFFICEOFFICETOILETSHOPWORKSTATIONSEXISTINGBUILDING6'-4"30'-8"3'-4"B2B1B114'-4"NOTE: PIPING, F.D., COMPRESSOR,AND OVERHEAD HOSE REELS (3)(BID ALTERNATE ONE)C1C2C1D.S.D.S.D.S.C22A3.21.1041.103 2A6.1A6.31SIM.A6.27A6.32PARKING GUARDRAIL,SEE DETAIL 6/A6.1BOLLARDS,SEE DETAIL7/A6.15A3.24A3.2STEP DOWN, SEEDETAIL 3/A2.22'-8"1111NEW ASPHALT,SEE 3 /A0.22NRenton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETPROPOSEDPLANSA1.23PROPOSED SLAB PLANSCALE: 1/8" = 1'-0"2PROPOSED SECOND FLOOR & REFLECTED CEILING PLANSCALE: 1/8" = 1'-0"1PROPOSED FIRST FLOOR PLANSCALE: 1/8" = 1'-0"4PROPOSED ROOF PLANSCALE: 1/8" = 1'-0"12
EXISTING BUILDINGOFFICEOFFICETOILETSHOPWORKSTATIONSEE TTPLOTTER(N.I.C.)WORK TABLE(N.I.C.)WORKSTATIONS(N.I.C.)STORAGE RACK (N.I.C.)VERTICAL PANEL SAW(N.I.C)EEEPROPOSED ADDITIONSHELVES(N.I.C.)SHELVES(N.I.C.)DESK (N.I.C.)SIGN PRINTER(N.I.C.)DESK (N.I.C.)WORK TABLES(N.I.C.)PLOTTER(N.I.C.)101OFFICE104SHOP103PRINT102OFFICECOMPRESSOR(BID ALTERNATE ONE)DESK (N.I.C.)F.D.(BID ALT. ONE)201EQUIPMENT STROAGEEQUIPMENT STORAGE ROOM(WALLS, NO CEILING)REPLACE EXISTING H.B.TABLE (N.I.C.)MONITORDISPLAY (N.I.C.)NEW F.D.9'-7"9'-3"TRENCH DRAINRELOCATEDRADIOANTENNA16'-6"8'-0"20'-8" TO OUTSIDE FACE OF SHEATHING 66'-0" TO OUTSIDE FACE OF SHEATHING11'-0"
12'-8"6'-8"BID ALTERNATE TWO:--ADD CEILING1/2" PLYWOOD DECKOVER 2X4'S AT 12"OVER 5/8" GWB-- RELOCATE RADIO CONTROL EQUIPMENT--ADD LIGHTING AND OUTLETS2BA5.12'-4"1.201C2C2D.S.D.S.D.S.1111102OFFICE101OFFICE104SHOP103PRINT1111Renton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SET1FIRST FLOOR PLANSCALE: 1/4" = 1'-0"NENLARGED PLANWITH EQUIPMENTAND LIFE SAFETYEXITING PLANA1.32SECOND FLOOR PLAN BID ALTERNATE TWOSCALE: 1/4" = 1'-0"3LIFE SAFETY EXITING PLAN SHOWING EGRESS ROUTES AT BUILDING ADDITIONSCALE: 1/8" = 1'-0"1
TILT-UP PANELS,TYP.Renton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETEXISTINGELEVATIONSA2.13EXISTING SOUTH ELEVATIONSCALE: 1/8" = 1'-0"1EXISTING NORTH ELEVATIONSCALE: 1/8" = 1'-0"2EXISTING EAST ELEVATIONSCALE: 1/8" = 1'-0"4EXISTING WEST ELEVATIONSCALE: 1/8" = 1'-0"1
-3-2RELOCATEDRADIOANTENAEXISTINGBUILDINGBEYONDSCUPPER ANDCOLLECTION BOX,TYP.D.S.D.S.RELOCATEDRADIOANTENA0'-0"FIRST FLOOR18'-2"T.O. PARAPET0'-0"FIRST FLOOR18'-2"T.O. PARAPET0'-0"FIRST FLOOR18'-2"T.O. PARAPET-4-1FIBER CEMENTBOARD SIDINGFIBER CEMENTBOARD SIDINGFIBER CEMENTBOARD SIDING1A6.32A6.36"1'-2"A2.242A6.31A6.3HORIZONTALREVEAL, TYPSEE 4/A6.3VERTICALREVEAL, TYPSEE 3/A6.3HORIZONTALREVEAL, TYPSEE 4/A6.3VERTICALREVEAL, TYPSEE 3/A6.3HORIZONTAL REVEAL,TYP SEE 4/A6.3VERTICAL REVEAL,TYP SEE 3/A6.3A2.25A6.18112'-7 5/8"FIELD VERIFY4"X4"X1/4"H.S.S.RADIO ANTENNAREUSE EXISTINGHINGESEXISTINGBUILDING B3"8"1'-0"#5 REBAR@ 10" O.C.E.W.1/2" X 10"J-BOLTS4"MIN.1REUSEEXISTINGLOCKINGHARDWARE4"MIN60°2"8"X8"X1/2"STEELPLATE8"X8"X1/2"STEELPLATEPULLEYBLOCK3/16"SIDE ELEVATIONPLANFRONTELEVATION /SECTIONEXISTINGBUILDING B2"X6"X3/16"L-CHANNEL3/16" X 5" STEELPLATESALIGN WITHINTERIOR ROOFSUPPORTRenton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETPROPOSEDELEVATIONSA2.23PROPOSED SOUTH ELEVATIONSCALE: 1/8" = 1'-0"1PROPOSED NORTH ELEVATIONSCALE: 1/8" = 1'-0"2PROPOSED EAST ELEVATION SCALE: 1/8" = 1'-0"4SECTION AT RADIO ANTENNA BASESCALE: 1 1/2" = 1'-0"5SECTION AT RADIO ANTENNA SUPPORTSCALE: 1 1/2" = 1'-0"1
METAL SIDINGGWBGWBGWB12" Ø DUCTANTENNA60'-0"2A3.13A3.11A3.1GWBCONCRETE TILT UP4A3.14A3.14A3.1Renton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETEXISTINGSECTIONSA3.14SECTIONSCALE: 1/8" = 1'-0"1SECTIONSCALE: 1/8" = 1'-0"2SECTIONSCALE: 1/8" = 1'-0"3SECTIONSCALE: 1/8" = 1'-0"1
LOW PROFILE OVERHEAD DOOR12'-0"MONITORDISPLAYWALLHVAC25'-4"
12'-0"
2'-0"
CLEAR
SHOPPRINTOFFICEEXISTINGBUILDINGBEYONDA5.142'-0"18'-2"
2'-4"NEW SHOP3/8:12SLOPE2'-0"18'-2"
2'-4"OFFICEOFFICE2'-0"
14'-0"EXISTING BUILDING7'-6"EQUIPMENTSTORAGE RADIOANTENA0'-0"FIRST FLOOR18'-2"T.O. PARAPET0'-0"FIRST FLOOR18'-2"A5.12A5.11MEMBRANE ROOFOVER INSULATIONOVER PLYWOOD DECKOVER TJI JOISTSPARAPETBEYOND3/8:12SLOPEA5.13HVACFOR FUTURE HVACMEMBRANE ROOFOVER INSULATIONOVER PLYWOOD DECKOVER TJI JOISTSPARAPETBEYONDFOR FUTURE HVACFOR FUTUREHVACHVACUNITHVACUNITFAN0'-0"FIRST FLOOR18'-2"T.O. PARAPET18'-2"T.O. PARAPET1A3.22A3.23A3.23A3.2BOX OUT AROUNDEXISTING HOSE BIBVERIFY LOCATION4X8 PLYWOOD SHEETS TYP.SEE DETAIL 6/A3.2 FORFASTENER PATTERNMONITORDISPLAY, N.I.C.14'-6 3/8"
9'-0"BOX OUT AROUNDCONDUITSBASE TRIM2221'-4" TYP.1'-3 1/4" TYP.3/4"1'-4" TYP.1'-3 1/4" TYP.3/4"8'-0"4'-0"#8 X 1 1/2"SCREW, TYP.Renton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETPROPOSEDSECTIONS ANDINTERIORELEVATIONSA3.23SECTIONSCALE: 1/8" = 1'-0"1SECTIONSCALE: 1/8" = 1'-0"2SECTIONSCALE: 1/8" = 1'-0"5INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"4INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"6TYPICAL PLYWOOD SHEET FASTENER PATTERNSCALE: 3/4" = 1'-0"12
DRIVESIGHT LINELOCATIONEXISTING BUILDING2A3.3DRIVE5'-6" EYE
HEIGHTNO SIDEWALKSIGHT LINE3A3.3252'-0"1EXISTING BUILDING BEYONDSIGHT LINEHVAC UNITHVAC UNITNRenton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETSITESECTIONSSHOWINGSIGHT LINESA3.31REFERENCE SITE PLANSCALE: 1/16" = 1'-0"2SITE SECTION @ SHOPSCALE: 1/2" = 1'-0"3ENLARGED SITE SECTION @ SHOPSCALE: 3/8" = 1'-0"1
6"CURB2'-0"18'-2" FIN FLOOR TO TOP OF PARAPET EXISTING BUILDINGPARAPET BEYOND3/8:12 SLOPEEXISTING BUILDINGA6.42A6.41A6.12WALLTYPE B212'-0"2'-0"CLEARSHOP13'-11" FIN. FLOOR TO TOP OF PLATE MEMBRANE ROOFINGOVER 5/8" PLYWOODOVER 8" XPS RIGID INSULATION (R-38 MIN.)OVER 5/8" PROTECTION BOARDOVER 14" TJI'S AT 24" O.C. (SLOPED AT ROOF 3/8:12)EQUIPMENT STORAGEROOM7'-6"EXISTING WALLUNFINISHED WALLNO INSULATION OR CEILING,SEE WALL TYPE D114'-6" APPROX. TO TOP OF PLATE REFER TO MECHANICAL FORROOFTOP UNIT CURB DETAILWALLTYPE A2HVAC UNITS SHOWNFOR REFERENCESEE 1/A6.4 FORCONNECTION DETAIL16"
CURB
2'-0"18'-2"EXISTING BUILDINGPARAPET BEYONDEXISTING BUILDING13'-11" APPROX TO TOP OF PLATE
MEMBRANE ROOFINGOVER 5/8" PLYWOODOVER 8" XPS RIGID INSULATION (R-38 MIN.)OVER 5/8" PROTECTION BOARDOVER 14" TJI'S AT 24" O.C. (SLOPED AT ROOF 3/8:12)OFFICEACOUSTICAL CEILINGHANG WIRES(SEE DETAIL 6/A6.3)WALL TYPE B1OFFICEACOUSTICAL CEILINGA6.43A6.41A6.129'-0"
9'-8"WALL TYPEC13/8:12 SLOPEREFER TO MECHANICAL FORROOFTOP UNIT CURB DETAILHVAC UNITS SHOWNFOR REFERENCEA6.131SIM.2'-0"
18'-2" FIN. FLOOR TO TOP OF PARAPET
A5.15SHOP12'-0" OPENING HEIGHT
2'-0"
CLEAR
18'-2" FIN FLOOR TO TOP OF PARAPET A5.15OFFICE6"
CURB
9'-0"A6.11WALL TYPE A1A6.287'-6"1/2" GWBEXISTING WALLEQUIPMENT STORAGEROOM BECOMESSERVER ROOM1/2" PLYWOODOVER 2X4 JOISTS @ 12" O.C.AND BATT INSULATIONOVER 5/8" GWBR-13 BATT INSULATION2X P.T. LEDGERWALL TYPE C2Renton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SET1BUILDING SECTION @ OFFICESSCALE: 3/8" = 1'-0"DETAILEDSECTIONSA5.12BUILDING SECTION @ SHOP AND EQUIPMENT STORAGE ROOMSCALE: 3/8" = 1'-0"4BUILDING SECTION @ GARAGE DOORSCALE: 3/8" = 1'-0"3BUILDING SECTION NORTH WALL (SIM. AT SOUTH WALL)SCALE: 3/8" = 1'-0"2BBID ALTERNATE 2 AT SERVER ROOMSCALE: 3/8" = 1'-0"1
1 1/2"
6"
CURB1"MIN.SEEFLOORPLAN6"8 3/8"2"
2'-0"1'-0"6" MIN.PARKING GUARDRAILGUARDRAIL POST, SEE 1/A6.1WALL TYPE A.1CONTIOUOUS RIGIDINSULATION, R-10 MIN. AT SLABPERIMETERDRAINFRAME BY TRENCHDRAIN MFRGRATE @ 8" X 3"O.H. DOORHIGH ENDLOW ENDEXTERIORINTERIORINTERIORSEE3/A1.215 DEG ANGLE1'-0" MIN.EXISTING CURB AND ASPHALTTO REMAIN1'-0"45°45°6"
1'-0"
6"
2"SEE CIVIL FORPAVEMENT2"22 GA. FLASHING3/4" THRU BOLT, TYP.SEE SLABPLAN2X4 P.T.BOTTOM PLATE OVERCONTINUOUS SILL SEALCONCRETE SLAB,SEE STRUCTURALNEW SLAB TO BE POUREDOVER EXISTINGWALL TYPE B1 OR B2, SEEFLOOR PLAN FOR REFERENCEEXISTING FOOTINGA6.15EMBED FLANGE ANDSTRAINER BASE AS PERMECHANICALCONTIOUOUS RIGIDINSULATION, R-10 MIN.2"DOWNSPOUT, SEE C2 FORDRAINAGE PATH11X4 BASE TRIM1X4 BASE TRIM222BLOCK
1 3/4" DIA. POST BOLTWASHER FOR TYPE 1TYPE 1 RAIL W/5/8"x18" BUTTON HEAD BOLT W/ 7/32"OVAL GRIP, & RECESSED HEX NUTSEE NOTES 3 & 45/8"x1-1/4" BUTTON HEAD SPLICE BOLTW/ 7/32" OVAL GRIP, & RECESSED HEXNUT (8 REQ'D PER SPLICE) SCREWSLOT OR MILLED WRENCHSHOULDERS IN BOLT HEAD OPTIONALPOST
NOTES1. GUARDRAIL POSTS SHALL BE SPACEDEVENLY, APPROXIMATELY 12'-8" O.C.2. A TOLERANCE OF 3 PERCENT ON ANYDIMENSION OF THE RAIL ELEMENT WILL BEALLOWED.3. TIMBER BLOCK SHALL BE TOE NAILEDTO POST WITH A 16d GALVANIZED NAIL TORESTRICTBLOCK ROTATION.4.6"x6" TREATED TIMBER BLOCKSMOUNTED ON GALVANIZED STEEL 6"X6"X 1/4"THICK SQUARE TUBING.1'-0" MIN.1'-0" MIN.1" MIN1" MIN. FORGROUTGUARDRAIL POSTEDGE OF EXISTING CURBMIN. 12" DIA. HOLEX 36" DEEPREMOVE AND REPLACEEXISTING PAVING12'-8" O.C., TYP.66'-0"ALIGN ENDS WITH NORTH AND SOUTH END OFPROPOSED BUILDING1'-4"2X6 P.T. SILL PLATE OVERCONTINUOUS SILL SEALCEMENT BOARD SIDING1/2" MIN. GAP, DO NOT CAULK22 GA FLASHINGINTERIORBUILDING PAPER1/2" PLYWOOD SHEATHINGCONTINUOUS VENT SCREENPER MANUFACTURER15 DEG. SLOPE2X6 FRAME WALL WITH R-21 INSULATIONINTERIOR WALL BOARD PER PLAN1X4 BASE TRIM22'-6" MIN.3'-0"4'-0"VIF FILL BOLLARDWITH CONCRETE6" DIA. PIPECAP WITH SAMEMATERIAL ASSURROUNDING SURFACE,DOME TO SHED WATERPAVINGCONCRETE1'-6"#5 REBAR, 1 1/2"MIN. EMBEDEXISTINGASPHALTEXISTINGCONCRETE4"MIN.EQ.EQ.1/2" RADIUS, TYPRenton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETDETAILS -FOUNDATIONAND SITEA6.11TRENCH DRAIN AT OVERHEAD DOORSCALE: 1 1/2"=1'-0"2SLAB EDGE SECTION AT WALLSCALE: 1 1/2"=1'-0"3SLAB EDGE AT EXISTING WALLSCALE: 1 1/2"=1'-0"5EXTERIOR WALL SILL DETAILSCALE: 3"=1'-0"7TYPICAL BOLLARD DETAILSCALE: 1"=1'-0"4GUARD RAIL POST EXCAVATIONSCALE: 1 1/2"=1'-0"6PARKING GUARD RAIL PLANSCALE: 1/4"=1'-0"8CONCRETE STEPS SCALE: 1"=1'-0"12
ALUMINUM FRAME AND GLAZINGFLEXIBLE MEMBRANE FLASHINGSEE DETAIL 5/A6.3EPDM OVER 1X4 WOODFURRING STRIPS @ 16" O.C.ALUMINUM FRAME AND GLAZINGINTERIOR WALL BOARD PER PLANINTERIOR WALL BOARD PER PLAN1/8" REVEAL AND CAULKWOOD TRIMCAULKCEMENT BOARD SIDINGALUMINUM FRAME AND GLAZINGWOOD TRIMWOOD STUD WALL & BATT INSULATIONINTERIOR WALL BOARD PER PLANSHEATHINGBUILDING PAPERFLEXIBLE MEMBRANE FLASHING,SEE DETAIL 5/A6.3CAULKWOOD STUD WALL WITHBATT INSULATIONREVEAL TRIM PER MANUFACTURERBUILDING PAPERCEMENT BOARD SIDING2X6 STUDS2X6 WOOD PLATEHM DOOR AS SCHEDULEDPLYWOODWALL TYPE A1 OR A2,SEE FLOOR PLANSMEMBRANE FLASHINGSEE DETAIL 5/ A6.3HM DOOR HEADWITH JAMB EXTENSIONSHEATHINGBUILDING PAPERCEMENT BOARD SIDING22 GA FLASHING2X HEADER WITH SPACERS,SEE STRUCTURALHM DOOR FRAMEFLEXIBLE MEMBRANE FLASHINGWRAP 6" ALONG WALLHM DOOR ASSCHEDULED2X6 STUDSBUILDING PAPERWALL TYPE A1 OR A2,, SEEFLOOR PLANSTHRESHOLDCONCRETEDOOR3"EPDM OVER 1X4 FURRINGSTRIPS @16" O.C.FLEXIBLE MEMBRANE FLASHING(3) WOOD STUDS @ JAMBOVERHEAD DOOR AS SCHEDULED1X6 WOOD FRAMING FOR BRACKETSDOOR TRACKWALL BRACKETSBOLT INTO SOLID BLOCKINGPLYWOODTJI RAFTERS, SEE FRAMINGPLANWALL TYPE A2OVERHEAD DOORHARDWARE PERMANUFACTURER2X WOOD HEADERS WITHSPACERS PER STRUCTURAL1X CEDARWALL BRACKETS22 GA. FLASHING2'-0"1X6 FRAMING1/2" MIN. GAP, DO NOTCAULK22 GA FLASHINGBUILDING PAPERCEMENT BOARD SIDINGREVEAL TRIM PER MANUFACTUREROVERHEAD GARAGE DOORPER SCHEDULE1CONT. SEALANT WITH BACKERCEMENT BOARD SIDING1/2" MIN. GAP,DO NOT CAULKCONT. SEALANT WITH BACKERWALL TYPE A1 OR A2, SEE FLOOR PLANSWALL TYPE A.1 OR A2, SEEFLOOR PLANSCONTINUOUS SEALANT WITH BACKERMEMBRANE FLASHINGSEE DETAIL 5/ A6.3CONTINUOUS VENTSTRIP BY CEMENTBOARD MANUFACTURER,TYP.EPDM OVER 1X4 FURRING STRIPS @ 16" O.C.6" DIA. BOLLARD,SEE DETAIL 7/A6.11'-0"
6"1"1/2"6"1"1/2"REVEAL TRIM PER MANUFACTURER6"1"1/2"BUILDING PAPERSHEATHING1X CEDAR12'-0" ROUGHOPENINGDOOR OPENING PERSCHEDULE111CONTINUOUS VENT STRIP BYCEMENT BOARDMANUFACTURER, TYP.MEMBRANE FLASHINGSEE DETAIL 5/ A6.3SHEATHINGBUILDING PAPERCEMENT BOARD SIDING2X HEADER WITH SPACERS,SEE STRUCTURALCONTINUOUS VENT STRIP BYCEMENT BOARDMANUFACTURER, TYP.122INTERIOREXTERIORINTERIOREXTERIORWALL TYPE A1 OR A2,SEE FLOOR PLANSINTERIOREXTERIORINTERIOREXTERIORINTERIOREXTERIORINTERIOREXTERIORINTERIOREXTERIORINTERIOREXTERIORRenton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETDETAILS-DOOR ANDWINDOWA6.21WINDOW SILLSCALE: 3"=1'-0"2WINDOW JAMBSCALE: 3"=1'-0"3WINDOW HEADSCALE: 3"=1'-0"4DOOR THRESHOLDSCALE: 3"=1'-0"5DOOR JAMBSCALE: 3"=1'-0"8GARAGE DOOR HEADSCALE: 3"=1'-0"7GARAGE DOOR JAMBSCALE: 3"=1'-0"6DOOR HEADSCALE: 3"=1'-0"12
1/2"CEMENT BOARD SIDING#10 T20W PANHEAD SCREW, TYPVERTICAL REVEAL TRIM PERMANUFACTUREREPDM OVER 1X4 FURRING STRIPFASTENERS AS SPECIFIED BYMANUFACTURER. ALIGN WITHEXTERIOR FRAMING.CEMENT BOARD SIDING#10 T20W PANHEADSCREW, TYPMEMBRANE FLASHINGEPDM OVER 1X4 FURRING STRIPFASTENERS AS SPECIFIED BYMANUFACTURER. ALIGN WITHEXTERIOR FRAMING.METAL FLASHINGCEMENT BOARD SIDING#10 T20W PANHEADSCREW, TYPEPDM OVER 1X4FURRING STRIPVERTICAL REVEAL TRIMPER MANUFACTURERFASTENERS AS SPECIFIED BYMANUFACTURER. ALIGN WITHEXTERIOR FRAMING.INTERIORINTERIORINTERIORWALL TYPE A1 OR A2, SEEFLOOR PLANSWALL TYPE A1 OR A2,SEE FLOOR PLANSWALL TYPE A1 OR A2, SEE FLOOR PLANS2X6 WOOD STUDS1/2"CEMENT BOARD SIDING#10 T20W PANHEADSCREW, TYPHORIZONTALREVEAL TRIM PERMANUFACTUREREPDM OVER 1X4FURRING STRIPINTERIORWALL TYPE A1 OR A2,SEE FLOOR PLANSEXISTING1/2"4"1" MIN.PLANPLAN222'-0"2'-0"LATERAL FORCE BRACING SYSTEM TO CONSIST OF FOUR 12 GA. WIRESSPLAYED AT 90° FROM EACH OTHER, SLOPED AT A MAXIMUM OF 45° FROMTHE PLANE OF THE CEILING, CONNECTED TO MAIN RUNNERS WITHIN 2INCHES OF INTERSECTION WITH CROSS RUNNERS, AND LOCATED AMAXIMUM OF 12'-0" O.C. IN BOTH DIRECTIONS AND A MAXIMUM OF 6'-0"FROM EACH WALL.ATTACHMENTS CAPABLE OF 200#LOAD TEST, TYP.NEW CEILING STRUCTURENEW VERTICAL STRUTS @ 12'-0" EA. WAY 6'-0"MAX FROM WALL. #10 HANGER WIRE IN 1/2"DIA. EMT.ANGLE MOLDINGPOP RIVETS ATATTACHED WALLS (CLIPS ATUN-ATTACHED)MAIN BEAMPOP RIVETSTABILIZER BARMAIN BEAMNEW WIRE HANGERS, MAX. 4'-0" OCAND 8" FROM PERIMETER EDGENEW CLIPS @ UN-ATTACHEDCONDITIONMAIN BEAM"UNATTACHED""ATTACHED"8" MAX7/8"8" MAXINSTALL HEAD FLASHING PAPER OVERVERTICAL LEG OF SHEET METAL HEADFLASHING. SEAL BOTTOM EDGE OFFLASHING TO SHEET METAL.INSTALL HEAD FLASHING PAPER OVERNAIL-ON HEAD FLANGE OF WINDOW FRAME &OVER TOPS OF JAMB FLASHING PAPER SEALBOTTOM EDGE OF FLASHING TO HEADCASEWORK TAG - ELEVATION9" Min.EXTEND PAST OPENING(3" WIDER THAN JAMBFLASHING PAPER)INSTALLATION OF FLEXIBLE MEMBRANE FLASHING AT OPENINGS:1. FOLLOW MANUFACTURER'S RECOMMENDATIONS2. INSTALL MEMBRANE @ OPENINGS TO WRAP 4 1/2" ONTO EACH SIDE OF OPENING IN FOLLOWING SEQUENCE: A. SILL-25 MILL. B. SIDES-25 MILL.3. INSTALL "WEDGES" INTO BOTTOM CORNERS4. STAPLE MEMBRANE BELOW WINDOW OPENING, 9 1/2" WIDE, 25 MILL.5. INSTALL WINDOW WITH FLANGE OVER MEMBRANE.6. INSTALL MEMBRANE OVER SIDE FLANGES WITH SELF ADHESIVE PER DIAGRAM-25 MILL.7. INSTALL MEMBRANE OVER TOP PER DIAGRAM 25 MILL.8. INSTALL BUILDING PAPER AT BOTTOM UNDER MEMBRANE.9. INSTALL BUILDING PAPER @ SIDES AND TOP, OVER MEMBRANE.OPTIONS FOR ADDITIONALSHEET METAL HEAD FLASHING:+ 12"-Renton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETDETAILS -WALLS,OPENINGS,AND CEILINGSA6.31EXTERIOR WALL AT CORNER PLANSCALE: 3"=1'-0"5WINDOW FLASHINGSCALE: 3/8"=1'-0"3TYPICAL VERTICAL REVEALSCALE: 3"=1'-0"6ACOUSTICAL CEILING TRACKSCALE: 1 1/2"=1'-0"4TYPICAL HORIZONTAL REVEALSCALE: 3"=1'-0"2WALL AT EXISTING PLANSCALE: 3"=1'-0"1222
2'-0" MAX.3"HOT MOP PERLITE CANTSTRIPHOT MOP BASE SHEETHOT MOP CAP SHEETCAP FLASHINGSLOPED PRESSURETREATED BLOCKINGSEALANT BETWEEN THEREGLET AND WALL2 HOT MOP PLY SHEETSSLOPED METALCOPINGRIGID INSULATION, R-38MINIMUM IN TWOLAYERS.RIGID INSULATION, R-38MINIMUM IN TWO LAYERSHOT MOP CAP SHEETALUMINUM REGLETLEAD PIN CONCRETEFASTENER @8" O.C.EXISTING WALL6"RIGID INSULATION, R-38MINIMUM 2 LAYERS6"SCUPPER, SEE DETAIL4/A6.4COLLECTION BOX, SEEDETAIL 5/A6.4HOT MOP CAP SHEET1/2" DENSDECK SECUREDWITH SCREWS AND DISCSIN FM1-60 PATTERNHOT MOP BASE SHEET TOPROTECTION BOARD2 HOT MOP PLY SHEETSSIDE ELEVATIONFRONT ELEVATIONAXONOMETRICSIDE ELEVATION1" DRIP EDGEAT 45 DEG.ANGLE5/8" PLYWOOD1'-8"10"
6"1'-0"6"22 GA FLASHING6"1"1/2" BEYONDEDGE OFSCUPPERTOP PLATE TO LEDGER CONNECTION:#10 SCREW X 3" AT 8" O.C.CONTINUOUSVENT STRIPCEMENT BOARDSIDINGBUILDING PAPERSHEATHINGSHEATHINGHOT MOP CAP SHEETHOT MOP BASE SHEET TOPROTECTION BOARD ANDCANT STRIP2 HOT MOP PLY SHEETSCOUNTER FLASHING20 GA STEELPLYWOOD DECKRIGID INSULATION, R-38MINIMUMMANUFACTURED STEELROOF CURB, SEE MECH.1" TO 1 1/2"1'-6"1/2" DENSDECK SECUREDWITH SCREWS AND DISCSIN FM1-60 PATTERNHOT MOP BASE SHEET TOPROTECTION BOARD2 HOT MOP PLY SHEETS11"1'-8"45°CONTINUOUSMEMBRANEFLASHING AROUNDOPENING8" MIN.CURB ONHIGH SIDE1'-2"JOIST IN BACKGROUND8" MIN.
CURB ON
HIGH SIDE
1'-2"HVAC UNITA6.49A6.493 LAYERS OF GWBTJI BRACE AT EDGE OFOPENING, TYP.1'-5"
1'-5"GASKET1/2" LAG BOLTS, MIN. 3 PERSIDE2X4'S, SEE DETAIL 8/A6.4FOR FASTENERS(3) #10 SCREWS PER SIDE16D NAILS @ 8" O.C.12"SIDE ELEVATIONFRONT ELEVATIONAXONOMETRICD.S.D.S.1'-6"1'-4"6"2"2"
1'-6"2"1'-6"6"6"6"1
'
-
4
"
1'-8"1'-6"1'-6"
2"1"2"
2"Renton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETDETAILS -ROOFA6.41ROOF SECTION AT EXISTINGSCALE: 1 1/2"=1'-0"2ROOF PARAPET SECTIONSCALE: 1 1/2"=1'-0"3ROOF SCUPPER SECTIONSCALE: 1 1/2"=1'-0"6ROOFTOP UNIT CURB SECTION AT MECHANICAL UNITSCALE: 1 1/2"=1'-0"4ROOF SCUPPER DETAILSSCALE: 1 1/2"=1'-0"5COLLECTION BOX DETAILSSCALE: 1"=1'-0"7ROOFTOP UNIT CURB SECTION AT FUTURE MECHANICAL UNITSCALE: 1 1/2"=1'-0"9LAYERING AT CANT STRIPSCALE: 1 1/2"=1'-0"8FASTENERS AT BOTTOM OF CURBSCALE: 1 1/2"=1'-0"1
DOOR SCHEDULETAGNAME/LOCATIONTYPEHEIGHTWIDTHMATERIALFINISHSWINGKEYCARDNOTESU-VALUER-VALUESHGCVT VALUE1.101OFFICE 101A8032HMPT1.102OFFICE 102A8040HMPT1.103PRINT 103A8032HMPT1.104PRINT 103B8080HMPT1.105SHOP 104B8076HMPT1.106SHOP 104C144144STLPT1.107SHOP 104D8440HMPT1.201EQUIP STORAGE 201A3680HMPTABBREVIATIONS:HM - HOLLOW METALSTL -STEELPT - PAINTWINDOW SCHEDULETAGNAME/LOCATIONTYPEHEIGHTWIDTHFRAMEFINISHU-VALUER-VALUEHEADJAMBSILL19672ALUMFACABBREVIATIONS:ALUM - ALUMINUMFAC - FACTORYFINISH SCHEDULELOCATIONFLOORBASEWAINSCOTTWALLSCEILINGREMARKSNORTHEASTSOUTHWESTRM #ROOM NAMEMATFINMATFINMATFINHEIGHTMATFINWAINSMATFINWAINSMATFINWAINSMATFINWAINSMATFINHEIGHT101OFFICECONCGYPPTGYPPTGYPPTGYPPTACT9'-0"102OFFICECONCGYPPTGYPPTGYPPTGYPPTACT9'-0"103PRINTCONCGYPPTGYPPTGYPPTGYPPTACT9'-0"104SHOPCONCGYPPTPLYPLYPLYSTRUCTVARIES201SERVEREXISTGYPPTEXISTEXISTGYPPTEXSTEXISTABBREVIATIONS:CONC -CONCRETEGYP - GYPSUM BOARDPT - PAINTACT - AOUSTICAL TILESTRUC - EXPOSED STRUCTUREEXIST - EXISTINGOFFICE 102OFFICE 101SHOP 104SHOP 104234W-1W-1W-2W-29672ALUMFAC4872ALUMFAC4896ALUMFAC.057HARDWAREGROUP1.02.03.04.05.06.07.08.0RB - RESILIENT BASE*NOTE: PROVIDE WOOD BASE AT WALLS ON CURBS AND PLYWOOD WALLS*NOTE:PROVIDE RESILIENT BASE AT GYPSUM BOARDSEALSEALSEALSEALRBRB / WOODPTPTPTPTPTPTSEAL/PTRBPTRB / WOODSEAL/PTRB / WOODSEAL/PT22PER DOOR SCHEDULE
PER DOOR SCHEDULEPER DOOR SCHEDULE
PER DOOR SCHEDULEPER DOOR SCHEDULE
PER DOOR SCHEDULEPER DOOR SCHEDULE
PER DOOR SCHEDULEA.B.C.D.INTERIOR DOOR TYPES.EXTERIOR DOOR TYPES.PER
WINDOW
SCHEDULE
PER WINDOW SCHEDULEPER WINDOW SCHEDULEPER
WINDOW
SCHEDULEW-1WINDOW TYPES.W-23A6.22A6.21A6.23A6.22A6.21A6.26A6.25A6.24A6.26A6.25A6.24A6.26A6.25A6.24A6.28A6.27A6.2WALL TYPESRenton Sign Shop3555 NE 2ND ST.RENTON, WA98056PERMIT SETSCHEDULES,OPENING ANDWALL TYPESA7.112
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
818 Stewart Street, Suite 1000
Seattle, Washington 98101
P: (206) 332-1900 www.dci-engineers.com
CIVIL / STRUCTURAL
©
®FOR PERMITThese drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use thesedrawings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority and DCI Engineers.PERMIT SET
24341STATE O F WASHIN
G
TONRICHAR D L . HE
M
MENPROF
ESSIONAL ENG IN E ERST
R
UCTURAL ENG I N E ER
S1.1
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
818 Stewart Street, Suite 1000
Seattle, Washington 98101
P: (206) 332-1900 www.dci-engineers.com
CIVIL / STRUCTURAL
©
®FOR PERMITThese drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use thesedrawings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority and DCI Engineers.PERMIT SET
24341STATE O F WASHIN
G
TONRICHAR D L . HE
M
MENPROF
ESSIONAL ENG IN E ERST
R
UCTURAL ENG I N E ER
S1.2
DRAWING LEGEND
ABBREVIATIONS
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
818 Stewart Street, Suite 1000
Seattle, Washington 98101
P: (206) 332-1900 www.dci-engineers.com
CIVIL / STRUCTURAL
©
®FOR PERMITThese drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use thesedrawings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority and DCI Engineers.PERMIT SET
24341STATE O F WASHIN
G
TONRICHA R D L . HE
M
MENPROF
ESSIONAL ENG IN E ERST
R
UCTURAL ENG I N E ER
S1.3
N
FIRST FLOOR PLAN
1 2
A
B
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
818 Stewart Street, Suite 1000
Seattle, Washington 98101
P: (206) 332-1900 www.dci-engineers.com
CIVIL / STRUCTURAL
©
®FOR PERMITThese drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use thesedrawings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority and DCI Engineers.PERMIT SET
24341STATE O F WASHIN
G
TONRICHA R D L . HE
M
MENPROF
ESSIONAL ENG IN E ERST
R
UCTURAL ENG I N E ER
S2.1
FOUNDATION PLAN NOTES:STUD AND SHEAR WALL PLAN NOTES:
N
ROOF PLAN
1 2
A
B
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
818 Stewart Street, Suite 1000
Seattle, Washington 98101
P: (206) 332-1900 www.dci-engineers.com
CIVIL / STRUCTURAL
©
®FOR PERMITThese drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use thesedrawings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority and DCI Engineers.PERMIT SET
24341STATE O F WASHIN
G
TONRICHA R D L . HE
M
MENPROF
ESSIONAL ENG IN E ERST
R
UCTURAL ENG I N E ER
S2.2
ROOF FRAMING PLAN NOTES:
TYPICAL SAWCUT IN EXISTING CONCRETE WALL OR SLAB 10
AT CORNERS AT INTERSECTIONS
PLAN - TYPICAL CORNER REINFORCING
AT CONCRETE FOOTINGS
NOTES:
2
ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS
BEAM STIRRUPS AND COLUMN TIES
BEAM OR COLUMN CROSSTIES
STIRRUP STIRRUP OR TIE
STANDARD HOOKS AND BENDS -
BEAM STIRRUPS AND COLUMN TIES 3
NOTE:
PIPE OR CONDUIT
EMBEDDED IN SLAB ON GRADE 6
NOTE:
CONTROL JOINTNOTES:
TYPICAL SLAB ON GRADE
JOINT DETAILS WITH REINFORCING
CONSTRUCTION JOINT
7
TYPICAL LAP SPLICE AND
DEVELOPMENT LENGTH SCHEDULE 8
NOTES:
SpliceSpliceLdLdSIZE
BAR BARS (see note #5)
f'c = 4000psi
MISCELLANEOUS TOP BARS
BARS
HOOKED
Ldh
GRADE 60 REINFORCING
EXTERIOR THICKENED SLAB EDGE
FOOTING AT STUD WALL 1211INTERIOR THICKENED SLAB FOOTING AT STUD WALL
NOTE:
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
818 Stewart Street, Suite 1000
Seattle, Washington 98101
P: (206) 332-1900 www.dci-engineers.com
CIVIL / STRUCTURAL
©
®FOR PERMITThese drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use thesedrawings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority and DCI Engineers.PERMIT SET
24341STATE O F WASHIN
G
TONRICHA R D L . HE
M
MENPROF
ESSIONAL ENG IN E ERST
R
UCTURAL ENG I N E ER
S3.1
NOTES:
12TYPICAL SILL PLATE ANCHORAGE TO CONCRETE11PLAN - TYPICAL SILL PLATE ANCHORAGE TO CONCRETE
NOTES:
NOTE:
10TYPICAL PLATE SPLICE DETAIL
BORED HOLES IN WOOD STUDS
NON-BEARING WALL STUDS
CUTTING AND NOTCHING WOOD STUDS
NON-BEARING WALL STUDS
9TYPICAL HOLES AND NOTCHES IN WOOD STUDS
BEARING WALL STUDSBEARING WALL STUDS
TYPICAL BUILT-UP 2x HEADER OR BEAM 6
AT 2x4 WALLS
AT 2x6 WALLS
7TYPICAL HEADER
4PARAPET - EXTERIOR WALL PERPENDICULAR TO JOIST
PLAN AT H8 ANCHOR
3PARAPET - EXTERIOR WALL PARALLEL TO JOIST
8JOIST TO LEDGER AT EXISTING CONCRETE WALL
1INTERIOR WALL PARALLEL TO ROOF JOISTS
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
818 Stewart Street, Suite 1000
Seattle, Washington 98101
P: (206) 332-1900 www.dci-engineers.com
CIVIL / STRUCTURAL
©
®FOR PERMITThese drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use thesedrawings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority and DCI Engineers.PERMIT SET
24341STATE O F WASHIN
G
TONRICHA R D L . HE
M
MENPROF
ESSIONAL ENG IN E ERST
R
UCTURAL ENG I N E ER
S4.1
12TYPICAL SHEAR WALL ELEVATION
SHEAR WALL SCHEDULE - HEM-FIR 8
NOTES:
PLAN
SHEAR WALL SCHEDULE
6HOLD-DOWN/STRAP SCHEDULE - HEM-FIR STUDS
NOTES:
HOLD-DOWN/STRAP SCHEDULE - HEM-FIR STUDS
CONCRETE TO WOOD10TYPICAL HOLD-DOWN AT THICKENED SLAB FOOTING
AT PERIMETER HDU HOLD-DOWNS AT INTERIOR HDU HOLD-DOWNS
2TIE EXISTING TO NEW
NOTES:SECTIONPLAN
NOTE:
OPENINGS < 24"
TYPICAL ROOF OPENING FRAMING
OPENINGS 24" TO 48"
11
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
818 Stewart Street, Suite 1000
Seattle, Washington 98101
P: (206) 332-1900 www.dci-engineers.com
CIVIL / STRUCTURAL
©
®FOR PERMITThese drawings are sufficiently complete for submission to the jurisdiction having authority for permit. The Contractor shall not use thesedrawings for construction until Contractor receives written approval for use in construction by the jurisdiction having authority and DCI Engineers.PERMIT SET
24341STATE O F WASHIN
G
TONRICHA R D L . HE
M
MENPROF
ESSIONAL ENG IN E ERST
R
UCTURAL ENG I N E ER
S4.2
COVER SHEET
M1.0
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
ABBREVIATIONS
MECHANICAL EQUIPMENT
DIFFUSER/GRILLE TYPE
SHEET
REMOVE DUCT, PIPE OR
REMOTE OPERATED VOLUME DAMPER
MOTORIZED CONTROL DAMPER
THERMOSTAT, MOUNT @ 4'-0" A.F.F.
TURNING VANES
FLEX CONNECTION
BACKDRAFT DAMPER
FIRE DAMPER
MECH. EQUIPMENT
VOLUME DAMPER
HORIZONTAL SMOKE DAMPER
G
RECTANGULAR SUPPLY DUCT OUT OF PAGE
INTERNALLY LINED DUCT
FLEX DUCT
NATURAL GAS OR PROPANE
BALL VALVE MANUAL LEVER
DETAIL NUMBER
FLAG NOTE
CFM
D
0
AHU-1
M-1
CAP
DIRECTION OF FLOW
1 SECTION NUMBER
SHEET NUMBER
1
M
RECTANGULAR SUPPLY DUCT INTO PAGE
RECTANGULAR RETURN DUCT OUT OF PAGE
RECTANGULAR RETURN DUCT INTO PAGE
HIDDEN DUCT
DUCT (1ST DIMENSION SIDE SHOWN,
2ND DIMENSION OTHER SIDE)16X12
SUPPLY DIFFUSER
RETURN OR EXHAUST GRILLEOR
CEILING RADIATION DAMPER
COMBINATION SMOKE/FIRE DAMPER
T
S
STRAIGHT TAP
TAPERED FITTING
BELL MOUTH FITTING
CONICAL FITTING
45 DEG. ANGLE TAP
REVISION TAG
ROUND ELBOW OUT OF PAGE
ROUND ELBOW INTO PAGE
ROUND DUCT OUT OF PAGE
ROUND DUCT INTO PAGE
ROUND DUCT BREAK (CONTINUATION)
RECTANGULAR DUCT BREAK (CONTINUATION)
S SENSOR
MECHANICAL SYMBOLS LEGEND
OR
HYDRONIC SYSTEM LABELS
PIPE BREAK (CONTINUATION)
HYDRONIC SUPPLY
HYDRONIC RETURN
HEAT TRACED PIPING
DUCTWORK LABELS
REFERENCE SYMBOLS
LIFE SAFETY SYMBOLS
CONTROL SYMBOLS
PIPING SYSTEM LABELS
BUTTERFLY VALVE
MANUAL LEVER
THERMOSTAT IN DUCTT
R
D
DUCT DROP
DUCT RISE
SCHEDULES
M1.1
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
HVAC ENERGY CODE NOTES HVAC GENERAL NOTES
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
SCHEDULES
M1.2
1
102
OFFICE
101
OFFICE
104
SHOP
103
SHOP
T ST
RTU-2 EF-1
AIR COMPRESSOR
RTU-1
EXISTING SPACE
(NO WORK HERE)
M2.1
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
OPEN TO BELOW
EXISTING
BUILDING
ACT
BELOW
ACT BELOW
OPEN TO BELOW
201
EQUIP. STORAGE
D.S.D.S.D.S.
ACT BELOW
RTU-1 ABOVE
8
8 8
CD-2
150
CD-2
200
CD-2
150
8 8
8
RG-1-TYPICAL 10
FUTURE
SERVER RACK
AC--1
FUTURE REFRIGERANT LINE
16X12 RTN
42X12 RTN AIR
OPNG ON TOP OF DUCT
RTU-2 ABOVE
16
60" L JOHNS MANVILLE
SPIRACOUSTIC INSERT
CD-11
500
CD-11
500
24X24 SCREENED MESH OPENING
WITH TRANSITION TO
18X18 UP THRU ROOF TO EF-1
EF-1 ABOVE WITH
MOTORIZED DAMPER
M3.1
2
M3.1
1
FUTURE
18X18 XFER DUCT WITH B.O.D. AT +8'-0"
VERIFY EXACT SIZE AT SITE
1/2" GALV.
MESH SCREEN
CX
EX OPENING WITH FD
BID ALTERNATE #2
M2.2
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
RTU-1
ON MFRS CURB
RTU-2
EF-1
EX ROOFTOP
HVAC UNIT
EX ROOF HATCH
EX SKYLIGHT
EX OVERFLOW
SCUPPER EX ROOF DRAIN
ON MFRS CURB
ROOF CURB SPANNING TWO
ROOF JOISTS (NOT BY M.C.)
AC-1A
PROVIDE ALUMINUM JACKET
OVER EXPOSED REFRIGERANT LINESET
BID ALTERNATE #2
FUTURE
M2.3
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
RTU-2
16X12
DIFFUSER BEYOND
ELL WITH TURNING VANES
AND TRANSITION TO 16 ROUND
EX 3" RL
PROTECT EX
CI PIPING AT POUR
XFER DUCT
8'-0"
EX 3" RL
BEYONDEF-1
RTU-1
8
8
10
8
CD-2
150
CD-2
200
M3.1
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
M4.1
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
PLATE
PERF. DIFFUSER CEILING DIFFUSER
FLEX DUCT.
6' MAX.
1" LINER
OR HARD CEILING
CEILING T-BAR
PLENUM WITH
SHEET METAL
ON DIFFUSERS
10"X10" AND
SMALLER.
1"X1"X1"
"Z" METAL
OVER SIZE
PLENUM BOX
FOR S.L.
1. PROVIDE S/M NOSING AT EXPOSED EDGES OF INSULATION.
NOT MORE THAN 2"
FROM EDGE OF LINER.
NOTES:
(TYPICAL)
DUCT LINER
FASTENERS
DUCT LINER.
12"C.C.MAX.(TYP.)
SHEET METAL DUCT
2. ALL TRANSVERSE AND LONGITUDINAL ENDS OF LINER TO BE COATED
WITH ADHESIVE.
NOTES:
1. SEE ARCHITECTURAL PLANS FOR CEILING TYPES.
2. SUPPLY SHOWN, DETAIL WITHOUT PERF PLATE IS TYPICAL FOR CEILING RETURN OR
EXHAUST GRILLE INSTALLATION.
EF-8 FAN
(M.C.)
DAMPERS
WITH ACTUATOR
STAT
FURNISHED M.C.
INSTALL E.C.
120V, 1 PHASE BY E.C.
ALL WIRING E.C.
H N
SPRING RTN.
TO CLOSE (M.C.)
COACH SCREW WITH
COUPLING OR THREADED
ROD
DOUBLE NUT,
AT STRAPS
20 GA X 1/" STRAP
NO FASTENERS
INSULATION
OF WORK.
ROOFING, CANT STRIP
& COUNTERFLASHING
BY OTHER SECTION
ROOFTOP UNIT
MANUFACTURERS' GASKET OVER
MASON VIB. ISO. GASKET.
ROOF DECK
SEALING
MATERIAL
OVERHANG
ROOFTOP UNIT
LAG BOLT
BOLTED TO CURB.
UNIT OVERHANG LAG
WOOD NAILER
CURB SECTION
FRAMED SYSTEMS.
STANDARD CURB ATTACHED TO WOOD
WOOD NAILER
ROOF
PLYWOOD
AND GAGES
VARIOUS HEIGHTS
SHEET METAL CURB
LAG BOLT THRU
ROOF INTO WOOD
BEAM TYPICALLY
AT ENDS & CROSS
BRACE LOCATIONS.
NOTE:
1. PROVIDE SLOPED CURB TO MATCH ROOF PITCH.
NOTE:
MECH. CONTRACTOR TO HIRE THIRD
PARTY STRUCTURAL ENGINEER TO
PROVIDE EXACT NUMBER AND SIZE OF
BOLTS/FASTENERS AND PROVIDE
EQUIPMENT SEISMIC CALCULATIONS.
THREE LAYERS
1/2" SHEETROCK, CAULK
AND SEAL AIRTIGHT
SHOW TO ARCHITECT
BEFORE MOUNTING UNIT
BETWEEN 8" AND 9"
ON THE UP HILL SIDE
OF THE CURB
MANUFACTURERS'
STANDARD 14" HIGH ROOF
CURB. VERIFY 8"
DIMENSION ON HIGH SIDE
OF CURB BEFORE
ORDERING.
COVER SHEET
P1.0
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
HOT WATER CIRCULATING
WASTE (ABOVE GRADE)
SHEET
SHEET
OD
RL
G OR P NATURAL GAS OR PROPANE
OVERFLOW DRAIN
UNION
RAINLEADER
WASTE (BURIED)
VENT
HOT WATER
COLD WATER
HWC
W
V
CW
HW
PLUMBING RISER NO.
DETAIL NUMBER
FLAG NOTE
PLUMBING EQUIPMENT
NPW NON-POTABLE COLD WATER
PIPE ANCHOR POINT
PIPE GUIDE
BALL VALVE
PIPING FLEXIBLE CONNECTIONS
BUTTERFLY VALVE
P-1
M-1
1
P-1
CAPOR
HOSE BIBB
DIRECTION OF FLOW
1 SECTION NUMBER
SHEET NUMBER
PIPE DOWN
PIPE UP
TEE UP
TEE DOWN
FLOOR SINK
FLOOR DRAIN
ROOF DRAIN
1 REVISION TAG
PLUMBING SYMBOLS LEGEND
LINETYPE LEGEND
PIPE FITTINGS
FLANGE
CAP
PIPE VALVES AND SPECIALTIES
PIPE VALVES AND SPECIALTIES
DRAINS AND CLEANOUTS
OVERFLOW DRAIN
FLOOR CLEANOUT
GRADE CLEANOUT
TRENCH DRAIN
WALL CLEANOUT
UP TO CLEANOUT
ABBREVIATIONS
HIDDEN FLOOR DRAIN
X MEDICAL TAG
CA COMPRESSED AIR
GREASE WASTEGW
EXISTING
NEW WORK DARK/HEAVY
HOT WATER (TEMPERATURE)(140)
SD STORM DRAIN
PIPING SYSTEM LABELS
C CONDENSATE
BALL VALVE MANUAL LEVER
FUNNEL DRAIN
STANDPIPE
FUNNEL DRAIN
SLOPE SYMBOLX"
(X' PER FOOT)
PLUMBING NOTES
ENERGY CODE NOTES
P1.1
SLOPE DN
4" W
FITTING
4" OUTLET
TD
TRENCH DRAIN
NOT BY M.C.
2" V
EXISTING EXPOSED BALL VALVE
PREVIOUSLY BUILDING EXTERIOR,
NOW BUILDING INTERIOR
24" AFF UNLESS NOTED OTHERWISEWALL FLANGE
VACUUM BREAKER
EXISTING KEY
HANDLE HOSE BIBB
HOSE THREAD
TP
TRAP PRIMER LINE
TP
SUPPLY LINE TO
1. PROVIDE TRAP PRIMER ON
2. PRIMER VALVE
CONCEALED BEHIND ACCESS PANEL
IN OTHER AREAS.
ACCESS PANEL FOR
CONCEALED UNITS
DRAIN PER SCHEDULE
FIN. FLOORSLAB
FIXTURE
NOTES:BALL VALVE
VALVE
TRAP PRIMER
SUPPLY TUBE
APPLICABLE
MEMBRANE IF
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
AIR PIPING TO
DISTRIBUTION
PAD
4" HOUSEKEEPING
MECHANICAL ROOM FLOOR
FLEX. CONN.
(TYP)
UNION (TYP)
MANUAL
(TYP)
DRAIN
0-175
PSIG
DRAIN
MANUAL
GAUGE
FILTER, REGULATOR EQUAL TO
AMFLO MODEL 2550. PROVIDE
FACTORY MOUNTING BRACKET.
FD
WASTE LINE
3/4" WASTE LINE. SLOPE
PIPING AT 1/4" PER FT. MIN.
BALL VALVE
(TYP)
PROVIDE VIBRATION ISOLATION WITH NEOPRENE PAD MOUNTS
ROUTE BEHIND
EQUIPMENT
TRENCH DRAIN AND FLOOR DRAIN
ACP
EX 3/4" CW
3/4" CW
WALL BOXED OUT AROUND
EXISTING HOSE BIBB
4" OUTGOING WASTE
TO SITE CONNECTION
2" V UP
NO UNDERGROUND WORK IN
EXISTING BUILDING IN PLUMBING
SCOPE.
2" V UP
2" W UP TO FD-1
TD
4" W
(TYP)
NOT
BY
M.C.
UP
PROVIDE PROTECTION OVER
PIPING BEFORECONCRETE POUR
EX 3" RL
P2.0
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
102
OFFICE
101
OFFICE
104
SHOP
103
SHOP
ACP
FD-1
TD
2" V UP
EX 3" RL
EX HOSE BIBB TO REMAIN
NOT BY M.C.
FILTER AND GAGE
2" V UP3/4" CA UP
EX HOSE BIBB
EX 3/4" CW UP
EX 3/4" CW UP
P2.1
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
4" VTR
201
EQUIP. STORAGE
EX 3/4" CW
3/4"
2" V
3/4" CONDENSATE
DRAIN FROM AC-1
EX 3/4" CW TO
EX HOSE BIBB
3/4"
3/4"
1"
CA CACA2" V
EX 3" RL
BID ALTERNATE #2
3/4"
REELCRAFT 82100 OLP COMPRESSED AIR
HOSE REEL. PROVIDE WITH 100' OF 1/2" HOSE.
MOUNT TO CEILING STRUCTURE ABOVE WITH UNISTRUT
AND THREADED RODS. TYPICAL 3 PLACES
EX 3/4" CW DN
EX 3/4" CW DN
P2.2
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
4" VTR
EXISTING
ROOF DRAINEX OVERFLOW
SCUPPER
EX HVAC
EX ROOF HATCH
EX SKYLIGHT
P2.3
PERMIT SET
Fax: 206.285.1045
192 Nickerson, Suite #300
Seattle, Washington 98109
Phone: 206.285.2966
Renton Sign Shop
3555 NE 2ND ST.
RENTON, WA
98056
1PARTIAL POWER RISERSCALE: NOT TO SCALESYMBOLS &SCHEDULES2GROUNDING SYSTEM RISERSCALE: NOT TO SCALE3GROUNDING BAR BRACKET DETAILSCALE: NOT TO SCALE4GROUNDING BAR MOUNTING DETAILSCALE: NOT TO SCALE
NSITE PLANN
PROPOSED ADDITIONOFFICEOFFICETOILETSHOPWORKSTATIONSEXISTINGBUILDINGD.S.D.S.D.S.103PRINT104SHOP101OFFICE102OFFICENFIRST FLOOR PLAN
OPEN TO BELOWEXISTINGBUILDINGACTBELOWACT BELOWOPEN TO BELOWACT BELOW201EQUIP. STORAGENSECOND FLOORPLAN
EXISTING R.D.MOUNTINGBRACKETD.S.D.S.D.S.SLOPESLOPESLOPESLOPENROOF PLAN
PANEL SCHEDULES