Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
16419 SMOKEY POINT BLVD_P26-0886_2026
i COMMERCIAL CHANGE-OF-USE APPLICATION Community and Economic Development City of Arlington• 18204 591h Avenue NE •Arlington,WA 98223 • Phone(360)403 3551 The following information is required for Commercial Change-of-Use Applications.A Change-of-Use in occupancy,is any proposed use that is not consistent with the current permitted use of the building or portion thereof.Occupancy classification is based on the uses outlined in the State adopted Codes.The City of Arlington recommends a General Information Meeting (GIM) for any proposed Change-of-Use. Meetings are held every Wednesday on a first come- first serve basis. Each suite,building or structure requires a separate submittal. SUBMIT ELECTRONIC FILES EACH OF THE FOLLOWING; Incomplete applications will not be accepted. REQUIRED DOCUMENTS ❑E City of Arlington Change of Use Application ❑ Site Plan- 11"x 17"and must include the following: ❑ Existing building square footage A Number of existing parking stalls and ADA stalls ❑1 Setbacks from property lines ❑Show all existing elements on the site ❑� Existing landscaping ❑Show all proposed elements on the site plan ❑ Parking lot shading from existing trees ❑O Total lot coverage 0 Architectural Plans ❑ Structural Plans, if applicable ❑ Structural Calculations, if applicable ❑ WSEC Compliance Forms https://waenergycodes.com/, if applicable ❑ Letter of Verification of Utility Availability from the City of Marysville,if applicable ❑ Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 1. Change-of-Use Review fee is due at time of submittal. 2. A Change-of-Use to a property or existing occupancy may trigger additional requirement per the Arlington Municipal Code,Title 20.This could include but not limited to: Land Use Permit, Design Review, Impact Fees and Stormwater Drainage updates. 3. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or 360-416-3000. 0 I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Existing Uses(s): Check all that apply Proposed Uses(s): Check all that apply ❑ Assembly ❑ Mercantile/Retail ❑ Assembly ❑ Mercantile/Retail 0 Business ❑ Manufacturing 0 Business ❑ Manufacturing ❑ Educational ❑ Residential ❑ Educational ❑ Residential ❑ Institutional ❑ Industrial ❑ Institutional ❑ Industrial COMMERCIAL CHANGE-OF-USE DESCRIBE THE EXITING USE: Administrative offices for bank. NARRATIVE OF THE PROPOSED USE: Lease space for physical therapy tenant. All proposed work is for interior tenant improvements. Property Address: 16419 Smokey Point Blvd. Project Valuation: 186,000 Lot#: Parcel ID No.: 31052800201000 Suite No.: TBD Primary Contact: ❑ Owner ❑ Applicant 0 Architect ❑ Engineer ❑ Contractor Property Owner Name: Coastal Community Bank Office No.: 425-257-9000 Email Address: cx(aD_coastalbank.com Cell No.: Mailing Address: 5415 Evergreen Way City: Everett State: WA Zip: 98203 Applicant Name: Engert Architecture LLC Office No.: 206-225-1443 Email Address: aul engartarchiterturP_rnm Cell No.: 906-995-1,443 Mailing Address: 773 Summit Strut City: Richland State: WA Zip: 99352 Architect Name: Paul Engert Office No.: 206-225-1443 Email Address: paul(aD_engertarchitecture.com Cell No.: Mailing Address: 773 Si,mmit Strppt City: Richland State: WA Zip: 993,59 Professional License Number: 6378 Expiration Date: 11/20/2026 Engineer Name: NSA Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Contractor Name: Davis Schueller Inc. Office No.: 425-775-9400 Email Address: kschueller@davisschueller.com Cell No.: Mailing Address: 4601 Chennault Beach Rd. City: Mukilteo State: WA Zip: 97275 L&I Contractor License Number: DAVIS1105PN Expiration Date: 7/1/2026 IBC Construction Type: V_B IBC Occupancy Type: B - Business Building Square Footage: 8,884 S.F. Number of Stories: One Story Square Footage Per Floor: 1st 2na 3ra 4th 5th 6th Page 2 of 4 REV03.2022 COMMERCIAL CHANGE-OF-USE INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL CHECKALL THATAPPLY ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc.) ❑ Standpipe systems ❑ Hazardous materials ❑ Private fire hydrants ❑ Industrial ovens/furnace 0 Fire alarm and detection systems ❑ Spraying or dipping operations ❑ High piled/rack storage ❑ Temporary membrane structure,tents (>200 sq.ft.)or canopies (>400 sq.ft.) ❑ Provide details on any of the above checked items: CHANNELIZATION-PAVEMENT CONDITIONS- PEDESTRIAN- BICYCLE-TREES-LANDSCAPING Justify how planned channelization meets traffic needs of the site: Not Known (vehicle movements,site distance,turning radius,intersection delays,driveway safety) Should pavement repair be considered as part of this project? O Yes 3 No Describe extents of pavement repair proposed: Is this project on the city's Transportation Improvement Plan? Not Known 0 Yes 0 No Is there a safe pedestrian path from the parking lot to the business? ® Yes O No If no,how will this be accomplished and indicate on the Site Plan? Is there a safe pedestrian path from the parking lot to the Public Right of Way? ® Yes O No If no,how will this be accomplished and indicate on the Site Plan? Is this area identified in the City of Arlington Pedestrian Improvement Plan? Not known 0 Yes 0 No Describe the existing and proposed pedestrian facilities? Is the project fully served by sidewalks,accessible curb ramps,and safe crosswalks? ■ Yes O No Describe existing ADA features and proposed improvements and how they meet or exceed the current minimum standards of the Americans with Disabilities Act. Are existing sidewalks in good condition? 9 Yes O No Describe the proposed sidewalk repairs: Will trees be removed as part of this project? O Yes ® No Describe any existing trees in the project area that currently or have potential to damage sidewalks: Page 3 of 4 REV03.2022 COMMERCIAL CHANGE-OF-USE Is the project site fully served by bicycle facilities? O Yes a No Is this area identified in the City of Arlington Bicycle Improvement Plan? O Yes O No Describe existing and proposed bicycle facilities: Describe how the building(s)serve and invite bicycle traffic: (e.g.covered bike racks,visual interest,smooth transitions,bicycle focused travel ways) Not Known Describe any existing trees and landscaping assets within the project limits that warrant project investment to sustain: (e.g.preservation of trees) Existing landscaping in good condition Is there an opportunity to plant trees or expand landscape? O Yes 3 No Does the project include any environmental elements? O Yes 9 No (e.g.reduced pavement,bio-infiltration,vegetated bump outs,native/drought tolerant vegetation,etc.) Describe each proposed element: Explain artistic elements in the project area: O Yes ® No (e.g.public art,sidewalk inlays,creative street furniture,or bollards or planters,creative bicycle racks etc.) I hereby certify that I am the ❑ Owner ❑Applicant 4]Architect ❑Engineer ❑ Contractor and authorized to sign this application and that the above information is correct and construction on,and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington,and the City of Arlington. POIJ4�� Paul Engert 2 2 2 Signature F Print Name Date SAVE PRINT Page 4 of 4 REV03.2022 ---- F Ipk F l S k d r 4 cI a t ,„� 1A aaS xn x r; $$qgyp i, — REVISIONS: 1 + 3 /�Tt lac pL v+f1Tfy>n�li>P7'ni'1� fYl(1 Y 1j 4 rb I)d'.a+' c '1x'S9m`'IiF� F/ fay to tb,d�'a"'�, Is y r m(ty Fn �tra S e� Y�z+f y ryrT''tyc ly .yFf1F;ty`,Irlj plt`�r�i �7Yt15v"h!4 A INal Yrr rY y Vt ,ia y 7kd1 1 J 0. sF ^ ' `� "'•rz� y�,x 't)lu"Vly.or,vr 5,", k .,t,�; 4 ,G�r;a a,M,,"ns,�r�' �M�'���+�+a�t�7s�.L 'd�n sly tw��y, 1. I 3. ) NORTH COUNTY BANK ADDITION 4 k. 16419 SMOKEY POINT BLVD � 'I OmtO d ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 98223 w ASSESSOR'S ACCT # 31052800201000 Q OUI 9 ABBREVIATIONS PROJECT PARTICIPANTS PROJECT DATA DRAWING INDEX rt 8 AND (E) EXISTING L LENGTH BCD SEE CIVIL DRAWINGS OCCUPANT: NORTH COUNTY BANK JURISDICTION. . . ' . CITY OF ARLINGTON A0.1 COVER SHEET ° ANGLE EA EACH LAV LAVATORY SCH SCHEDULE 16419 SMOKEY PT.BLVD. PROJECT A0.2 GENERAL NOTES AT ECB EROSION CONTROL BARRIER LF LINEAL FOOT SO SMOKE DETECTOR ARLINGTON,WA 98223 ADDRESS. . . . . . . . . 16419 SMOKEY POINT BLVD. o 0 DIAMETER ELEC ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION PH:(360)659-7100 ARLINGTON WASHINGTON 98223 LANDSCAPE ° DEGREE ENG ENGINEERING) LVL LAMINATED VENEER LUMBER BED SEE ELECTRICAL DRAWINGS FX:(360)6593 ,305 L-1.1 DEMOLITION LANDSCAPE PLAN # POUND OR NUMBER EQ EQUAL MAX MAXIMUM SF SQUARE FEET TAX ACCOUNT,NO& 31052800201000 L-1.2 ADDITION LANDSCAPE PLAN SQUARE FOOT EXT EXTERIOR MB MACHINE BOLT SH SINGLE HUNG OWNER: ' SHE CONSTRUCTION, AS ANCHOR BOLT FAU FORCED AIR UNIT MECH MECHANICAL BHT 9HEET HU VEY JUBIE ARCHITECTURAL s ABV ABOVE FD FLOOR DRAIN MFR MANUFACTURER SIM SIMILAR 422978th+ E�STI E.404 LOT SIZE .. . . . . . +/- 41,528 SQ. FT. (+/- .95 ACRE) ACOUS ACOUSTIC FE FIRE EXTINGUISHER MIN MINIMUM SL SLIDER MARYSVILLE,WA 98270 All DEMOLITION ARCHITECTURAL SITE PLAN ACT ACOUSTIC CEILING TILE FF FINISH FLOOR MISC MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS PH:(360)6595556 CODE . .. . . . . . . . 2003 IBC WITH WASHINGTON AMENDMENTS A1.2 ADDITION ARCHITECTURAL SITE PLAN AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMS SHEET METAL SCREW A2.1 DEMOLITION FLOOR PLAN AND ROOF PLAN ° FX:(360)653-9611 ALUM ALUMINUM FHWS FLAT HEAD WOOD SCREW MTD MOUNTED SPD SEE PLUMBING DRAWINGS A2.2 ADDITION FLOOR PLAN AND ROOF PLAN ARCH ARCHITECTURAL FIN FINISH MTL METAL SPEC SPECIFICATIONS ZONING. . . . . . . . . . HC(HIGHWAY COMMERCIAL) A2.3 ADDITION ENLARGED RESTROOM PLANS AND AWN AWNING FLR FLOOR MUL MULLED WINDOW SS. STAINLESS STEEL ARCHITECT: DESIGNS NORTHWEST ARCHITECTS RESTROOM ELEVATIONS BD BOARD FOC FACE OF CONCRETE/COLUMN (N) NEW STD STANDARD DAN NELSON,ARCHITECT SEISMIC ZONE . ._.. 3 All DEMOLITION EXTERIOR ELEVATIONS SIP BIFOLD FOF FACE OF FRAMINGIFINISH NG NATURAL GAS STK SELECT TIGHT KNOT 10031 SR532,SUITE B WIND SPEED . A3.2 DEMOLITION EXTERIOR ELEVATIONS J Ch BLDG BLKG BUILDING BLOCKING FDIC FURNISHED BY OWNER,INSTALLED NIC NOT IN CONTRACT STL STEEL STANWOOD,WA 98292 - - 80 MPH - EXP 'B' A3.3 ADDITION EXTERIOR ELEVATIONS m N BLW BELOW BY CONTRACTOR NOM NOMINAL STRUC STRUCTURAL PH:360-629-3441 A3.4 ADDITION EXTERIOR ELEVATIONS SNOW LOAD . .. . 27 POUNDS PER SF ) A4,1 BUILDING SECTION AND WALL SECTION Z BM BEAM FOS FACE OF STRUCTUREISTUDISTEEL NTS NOT TO SCALE STS SELF TAPPING SCREW FX:3605285159 (UNIFORM SNOW LOAD 00 BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEET VINYL SNOWDRIFT LOAD 20 POUNDS PER SF GROUND SNOW LOAD A5.1 SITE AND BUILDING ADDITION ACCESSIBILITY DETAILS BUR BUILT-UP ROOFING FTG FOOTING OD OUTSIDE DIAMETER (T) TEMPERED STRUCTURAL: CLAYTON M.CANFIELD,P.E. A6.1 ADDITION DOOR TYPES/SCHEDULE, c CENTERLINE FX FIXED GLASS OPH OPPOSITE HAND TBG TONGUE&GROOVE FROST LINE DEPTH 12 INCHES WINDOW TYPES,AND DETAILS z O Q 2215 MUKILTEO SPEEDWAY CLG CEILING GA GAUGE OSB ORIENTED STRAND BOARD TBD TO BE DETERMINED MUKILTEO,WA 98275 OCCUPANCY GROUP. .. B d CUR CLEAR GALV GALVANIZED PH PANIC HARDWARE TOC TOP OF CONCRETE PH:(425)513.6868 STRUCTURAL } Z CMU CONCRETE MASONRY UNIT GLB GLULAM BEAM p PLATE Top TOP OF PLATE FX:(425):513-6868 CONSTRUCTION TYPE TYPE V-B S-1 STRUCTURAL NOTES,SCHEDULES,AND DETAILS COL COLUMN GSM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE TOF TOP OF FLOOR S-2 STRUCTURAL DETAILS O Q w O COMP COMPOSITE GWB GYPSUM WALLBOARD PLWD PLYWOOD TO$ TOP OF SLAB/STEEL Y CONC CONCRETE GYP GYPSUM PR PAIR TOW TOP OF WALL FIRE SUPPRESSION. NO S3 ADDITION FLOOR PLAN AND FOUNDATION PLAN, O I— CONT CONTINUOUS HC HOLLOW CORE PSF POUNDS PER SQUARE FOOT T3 TUBE STEEL CONTRACTOR: JUBIE CONSTRUCTION, ROOF FRAMING PLAN Q (� CS CASEMENT HDR HEADER PT PRESSURE(PRESERVATIVE) TYP TYPICAL ALFRED J.,U.,E Z CPT CARPET HHS HEX HEAD SCREW TREATED LINO UNLESS NOTED OTHERWISE 422976th ADENW.& STE,204 DESCRIPTION OF. . . . BANK U) DEMO DEMOLISH HORIZ HORIZONTAL AL RETREINF RETAINNGREINFORCING VFRT VERF)VERTYINFIELD H:R(36))659 556YSVLLE,WA98270 USIE7ING BUILDING RELATED DOCUMENTS = Q�' IY DET DETAIL HVAC HEATINGNENTILATIONI RHWS ROUND HEAD WOOD SCREW VPF VEGETATION.PROTECTION FENCE FX:(360)653-9611 d- Q DH DOUBLEHUNG AIR CONDITIONING RM ROOM W WIDTH DESCRIPTION OF. BANK OFFICES Op DIM DIMENSION ID INSIDE DIAMETER RO ROUGH OPENING w/ WITH NEW ADDITION USE ORIGINAL ARCHITECTURAL DRAWINGS DWG DRAWING INSUL INSULATION RWL RAINWATER LEADER WD WOOD (PREPARED BY BOTESCH,NASH&HALL ARCHITECTS,P.S.) INT INTERIOR SC SOLID CORE WT WEIGHT SET BACKS... . . . . . FRONT YARD SET BACK - 10'-0- DATED MAY 24,2000 (PER ARLINGTON SIDE YARD SET BACK - 5'-0" (INCLUDES CIVIL,LANDSCAPE,ARCHITECTURAL AND STRUCTURAL DRAWINGS) O 2004 ORDINANCE) REAR YARD SET BACK - 5'-0" STRUCTURAL CALCULATIONS(FOR ADDITION/ SYMBOLS VICINITY MAP (PREPARED NM.CANFIELD,P.E.) z . DATED MARCHH 10,0,2005 2005 ALLOWABLE. . . BASE ALLOWABLE 9,000 SO. FT. °'wtiL�T i p BUILDING AREA FOR B OCCUPANCY TYPE V-B WASHINGTON STATE ENERGY CODE COMPLIANCE FORMS(FOR ADDITION) i y, 1i55PIN P' 'r trml Pr Ne ° (PREPARED BY DESIGNS NORTHWEST ARCHITECTS,INC.) 9 @ (a Sxw lia,a vl rvz z PROPOSED FLOOR. . . . EXISTING AREA: 6,652 SF. FT. DATED MARCH 11,2005 DRAWING NUMBER i ) y`b+i < 4 ,. m6 TOTAL AREA: —8„884 SIR FT. 5540 LA MEL ON s^ 4 HEIGHT AREANEW ADDITION: 2.232 SF. FT. 1\]0p91E eEGISTEREOk r Q Smokcy Polnt STATE OF A.NELSON REVISION REFERENCE X REVISION NUMBER f53) 5 d - - MAX. BUILDING +/ 32 0 50 0 MAX. ALLOWED k BUILDING SECTION X '� IY ( ) ?f OR WALL SECTION p4.1 SHEET NUMBER z & )r�.. .. REFERENCE MASONRY 551h 31 Ne ~ z ebgtl+PIN, 4. PARKING REQUIRED. 24 SPACES- PER ARLINGTON 2000 k FOR EXISTING BANK ORDINANCE 4SPACES PER 1,000 SF�'.'•„' CONCRETE t5uu St Ne BLDG. AREA) DRAWING NUMBER STRUCTURAL n REFERENCE 1�— T y, { teSth Plk, °^�r PARKING REQUIRED. 12 SPACES- PER ARLINGTON 2004 BUILDING CODES/STANDARDS EXTERIOR ELEVATION X GRIDS INSULATION(LOOSE OR BATT) }I REFERENCE (FOR ADDITION) ORDINANCE(i SPACE PER 200 SF BLDG. NOTE: ? SHEET NUMBER I INSULATION(RIGID) lad z 20031NTERNATIONAL BUILDING CODE IBC WITH WASHINGTON STATE GRID LINES LOCATE FACE OF (IBC) FRAMING AND/OR I$t TOTAL PARKING. . .. 37 SPACES(INCLUDING 2 HC ACCESSIBLE) AMENDMENTS(WAC 51.50) DRAWING NUMBER FOUNDATION STEM WALLS .i PROVIDED UNO EARTH �it r jy`` 2003 INTERNATIONAL MECHANICAL CODE(IMC)WITH WASHINGTON STATE INTERIOR ELEVATION ' .�t, LEGAL. . .. PARCEL A: AMENDMENTS(WAC 51-52) REFERENCE TRUE NORTH '^^ DESCRIPTION THE NORTH 2O8.71 FEET OF THE WEST SHEET NUMBER SAND/PLASTER I MORTAR 208.71 OF THE FOLLOWING DESCRIBED 2003 UNIFORM PLUMBING CODE(UPC)WITH WASHINGTON STATE AMENDMENTS n 3 y m PROPERTY: (WAC 515&5157) I DRAWING NUMBER NORTH ARROW o - a THE WEST 7 ACRES OF THE SOUTH 528 ROCK FILL FEET OF THE NORTHWEST 1/4 OF SECTION 2003 UNIFORM PLUMBING CODE STANDARDS WITH WASHINGTON STATE LL a DETAIL REFERENCE t. s '$ 28, AMENDMENTS(WAC 51-45) r fl= SHEET NUMBER p��-� t5sn,sw, r TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M: W METAL(LARGE SCALE) S �1llCllll4 PROJECT SITE ' EXCEPT COUNTY ROAD; 2003 INTERNATIONAL FIRE CODE(IFC)WITH WASHINGTON STATE AMENDMENTS P STAIR DIRECTION, UP 7R EXCEPT THE NORTH 170 FEET THEREOF AND (WAC 51-64) S ( #RISERS&TREADS 11T GYPSUM WALLBOARD EXCEPT THE SOUTH 119 FEET THEREOF. 2 - CURRENT EDITION OF THE NATIONAL FIRE CODES(NFPA)WITH WASHINGTON ��f/'''�� \—/ 2004 Mapq st cnni ft 0 2004 NAVrEci i STATE AMENDMENTS c J ROOM NUMBER ROOM NAME&NUMBER ROOM FINISHED WOOD tY I 101 ® 1999 NATIONAL ELECTRICAL CODE(NEC)WITH WASHINGTON STATE LI 1 1 3: DOOR REFERENCE 101X DOOR LETTER ® STRUCTURAL WOOD AMENDMENTS w (CONTINUOUS MEMBER) O EQUIPMENT NUMBER 101 WASHINGTON STATE ENERGY CODE(NREC)(WAC 51.11) WINDOW REFERENCE X WINDOW TYPE STRUCTURAL WOOD WASHINGTON A 3HINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE(VIAQ)(WAC /\ 1 CENTERLINES,FLOOR LINES — (NON-CONTINUOUS MEMBER) UTILITY DISTRICTS V AT EXTERIOR ELEVATIONS, PROJECTED LINES PLYWOOD DEPARTMENT OF ECOLOGY STORM WATER MANUAL CURRENT EDITION I WALL TYPE X�.�WALL TYPE ® ( ) DATE: 3/14/05 PROPERTY LINES,BOUNDARY — - — - — • — WSDOTI APWA(CURRENT EDITION) DESIGNED: T.R. LINES TILE(CERAMIC) ELECTRICAL: SNOHOMISH COUNTY PUS 01(EXISTING) /-� ® WATER: CITY OF ARLINGTON(EXISTING) ' KEY NOTE REFERENCE 17t}.--REFERENCE NUMBER ARLINGTON UNIFIED DEVELOPMENT CODE(UDC) � ------- STORMWATER: CITY OF ARLINGTON(EXISTING) DRAWN: K.W. L HIDDEN LINES -— - SEWER: SNOHOMISH COUNTY PUD#1(EXISTING) ARLINGTON COMPREHENSIVE PLAN " ! TRASH: WASTE MANAGEMENT NW(EXISTING) JOB NO: 6604 'r TELEPHONE: (EXISTING) ARLINGTON FIRE DEPARTMENT STANDARDS CASEWORK REFERENCE 101 SCHEDULE NUMBER BREAK LINES ����� GAS: CASCADE NATURAL GAS(EXISTING) .SHEET: ARLINGTON MUNICIPAL CODE(RMC) uj � �0.� y k ARLINGTON PUBLIC WORKS STANDARD DETAILS ... .. ... I, ,_.__ REVISIONS: 0. GENERAL NOTES: ARCHITECTURAL&LIFE SAFETY: MECHANICAL: 1. 1. THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.REPRODUCTION OR USE OF THESE EGRESS 2. VENTILATION SYSTEM DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. MEANS OF EGRESS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN CHAPTER 10 OF THE IBC.MEANS OF EGRESS,DOORS AND HARDWARE THE MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE CAPABLE OF SUPPLYING OUTSIDE AIR TO ALL PORTIONS OF THE BUILDING AS 3. 2. CONFORM TO ALL APPLICABLE CODES®ULATIONS. SHALL CONFORM TO IBC 1005,1006,1007,AND 1008.STAIRWAYS SHALL CONFORM TO UBC 1009.RAMPS SHALL CONFORM TO IBC 1010. REQUIRED BY THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE AND THE IMC CODE SECTION 605. 4. EXIT SIGNS TOILET ROOM EXHAUST W 3. VERIFY ALL CONDITIONS IN FIELD BEFORE STARTING WORK.ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, EXIT SIGNS SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY IBC 1011.GRAPHICS SHALL CONFORM TO THE REQUIREMENTS ALL TOILET ROOMS TO BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING AN EXHAUST CAPACITY OF 50 a 6 GRADE,EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS.ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR OFISC1011.3AND1011.5.1.EXITS SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND HAVE BATTERY BACK-UP, CFM OR GREATER,AT A WATER GAUGE OF.25.THE SYSTEM SHALL BE VENTED TO THE OUTSIDE,POINTS OF DISCHARGE SHALL BE SEPARATED A CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATELY.DO NOT CONFORMING TO THE IBC 1011.2,1011.4 AND 1011.5. DISTANCE OF 10'HORIZONTALLY OR AT LEAST 3'ABOVE ANY OPENING INTO THE BUILDING.SECTIONS 1202(IBC)AND 304(WASHINGTON STATE a ro S PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED.IF THE CONTRACTOR CHOOSES TO DO VENTILATION AND INDOOR AIR QUALITY CODE). m a C w m c SO,HE/SHE SHALL BE PROCEEDING AT HISMER OWN RISK. ONE-HOUR RATED CONSTRUCTION(VOLUNTARY AT SELECT LOCATIONS) ro m C a� m SELECT EXTERIOR BEARING WALLS,INTERIOR BEARING WALLS,EXTERIOR NON-BEARING WALLS,STRUCTURAL FRAME,INTERIOR NON-BEARING AUTOMATIC SHUTOFF o m m 4. VERIFY FIGURES SHOWN ON THE DRAWINGS BEFORE LAYING OUT THE WORK.REPORT ERRORS WOR INACCURACIES IN WRITING TO THE WALLS,AND CEILING SYSTEMS TO BE ONE-HOUR FIRE RESISTIVE ASSEMBLY(AS SHOWN ON DRAWINGS).ONE-HOUR RATED ASSEMBLIES SHOWN AIR MOVING SYSTEMS THAT SUPPLY MORE THAN 2000 CFM TO ENCLOSED SPACES SHALL HAVE AN AUTOMATIC SHUT-OFF ACTIVATED BY SMOKE rSi ARCHITECT BEFORE COMMENCING WORK. ARE VOLUNTARY AND NOT REQUIRED BY THE IBC.CONTRACTOR TO INSTALL ASSEMBLIES IN CONFORMANCE WITH THE IBC CHAPTER 7. DETECTION EQUIPMENT IN THE MAIN SUPPLY AIR DUCT.SECTION 608(IMC) m . a 5. TAKE EVERY PRECAUTION TO SAFEGUARD PERSONS&PROPERTY. E EXTERIOR POSTS COMBUSTION AIR .'� PROTECT EXTERIOR WOOD POSTS FROM DETERIORATION AT CONC/MASONRY FLOORS:BY RAISING BASE 1 INCHES MIN ABOVE FLOOR&61NCHES COMBUSTION AIR FOR ALL FUEL BURNING APPLIANCES MUST BE TAKEN FROM OUTSIDE THE STRUCTURE IN ACCORDANCE WITH THE WASHINGTON ^I --- 6. STORE MATERIALS IN AREA APPROVED BY OWNER.PROTECT ALL BUILDING MATERIALS FROM WEATHER DURING CONSTRUCTION. PROTECT MIN ABOVE EXPOSED EARTH,AT INDIVIDUAL PIERS:8 INCHES MIN ABOVE EXPOSED EARTH. STATE VENTILATION AND INDOOR AIR QUALITY CODE AND TABLE 7A[IMC CHAPTERS 7&81 +tuj CONSTRUCTION FROM WEATHER AS WORK PROCEEDS. � � E-1 -.4CRIPPLE WALLS � U 7. REPAIR ALL DAMAGES CAUSED BY CONSTRUCTION DUE TO THE WORK OF THIS CONTRACT. CRIPPLE WALL STUDS SHALL NOT BE LESS IN SIZE NOR MORE IN SPACING THAN THE STUDDING ABOVE w/A MIN LENGTH OF 14INCHES OR FRAMED OF W A SOLID BLOCKING OR BRACED w/PLYWOOD SHEATHING. ELECTRICAL: E- 8. REMOVE DEBRIS FROM THE BUILDING SITE AS IT ACCUMULATES TO PREVENT UNSAFE CONDITIONS. BUILDING PADS ELECTRICAL OUTLETS 9. IN THE EVENT O THE �-I F UNFORESEEN ENCOUNTER OF MATERIALS SUSPECTED TO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, BUILDING PADS SHALL BE GRADED 2%TOWARD APPROVED DRAINAGE RECEPTACLES&PROVISIONS SHALL BE MADE TO CONTROL&DRAIN SURFACE W � ALL GRADING AND EXCAVATION SHALL CEASE IN THE IMMEDIATE ARE AND THE APPROPRIATE AUTHORITIES ARE TO BE NOTIFIED BY THE WATER AROUND BUILDING. AT COUNTER AREAS,AN ELECTRICAL OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12 INCHES.OUTLETS SHALL BE Q O r�Ny CONTRACTOR.THE FIND SHALL BE LEFT UNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST OR PALEONTOLOGIST IS MADE. INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. STAIRWAYS(NOT APPLICABLE FOR THIS PROJECT) COUNTER TOPS 12 INCHES OR WIDER SHALL HAVE AT LEAST ONE OUTLET FOR EACH 4 FEET OF COUNTER TOP.EXTERIOR OUTLETS ARE REQUIRED Qi 10. OMISSIONS MADE IN THESE DRAWINGS OR THE MIS-DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT STAIRWAYS SHALL BE NOT LESS THAN 44 INCHES IN WIDTH&HAVE MIN 6 FOOT 8 INCH HEADROOM.THE RISE OF STEPS IN THE STAIRWAY SHALL NOT AND WILL BE LOCATED AT THE OWNER'S REQUEST.FOR HALLWAYS OF TEN FEET OR MORE IN LENGTH,AT LEAST ONE RECEPTACLE OUTLET SHALL OF THE DRAWINGS,OR WHICH IS CUSTOMARILY PERFORMED SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR EXCEED 7 INCHES&THE RUN SHALL BE NOT LESS THAN 11 INCHES.HANDRAILS SHALL BE PLACED NOT LESS THAN 34INCHES NOR MORE THAN 38 BE REQUIRED.[NEC 210-521 DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. INCHES ABOVE THE NOSING OF THE TREADS,CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS,&ENDS RETURNED AS SHOWN ON DRAWINGS. a HAND GRIP PORTION SHALL BE NOT LESS THAN 1-1/4 INCHES NOR MORE THAN 21NCHES IN CROSS SECTIONAL DIMENSION&HAVE A SMOOTH GROUND FAULT CIRCUIT INTERRUPTERS(GFI) '$ 11. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESE DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS. GRIPPING SURFACE.HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN I-1/2 INCHES BETWEEN THE WALL AND THE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION(GFI)IS REQUIRED FOR OUTLETS INSTALLED IN BATHROOMS,AT GRADE LEVEL OUTDOORS,AT HANDRAIL.[IBC 10091 ALL COUNTERTOPS,ON CONSTRUCTION POWER POLE,IN CRAWL SPACES AT OR BELOW GRADE LEVEL,&IN UNFINISHED BASEMENTS. 12. WRITTEN DIMENSIONS SUPERSEDE SCALED DRAWINGS. LIGHTING IN CLOSETS SPACE UNDER STAIRS(NOT APPLICABLE FOR THIS PROJECT) 13. WRITTEN NOTES SUPERSEDE GRAPHIC DEPICTIONS. THERE SHALL BE NO USEABLE SPACE LOCATED UNDER OR ABOVE THE STAIRS. ELECTRICAL LIGHTING FIXTURES IN CLOSETS MUST BE INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING.INCANDESCENT FIXTURES MUST HAVE A COMPLETELY ENCLOSED LAMP&A MIN CLEARANCE OF 12 INCHES BETWEEN THE FIXTURE&THE STORAGE AREA.FLUORESCENT 14. ENGINEERING SPECIFICATIONS SUPERSEDE DRAWINGS. GUARDRAILS(NOT APPLICABLE FOR THIS PROJECT) FIXTURES MUST HAVE A MIN CLEARANCE OF 61NCHES FROM THE STORAGE AREA.[NEC 4101 GUARDRAILS TO BE 42INCHES MIN.HIGH W NO OPENINGS THAT A44NCH DIAMETER SPHERE COULD PASS THROUGH.AT STAIRS,THE TRIANGULAR 15. DIMENSIONS GIVEN ARE TO FACE OF FRAMING,FACE OF CONCRETE OR MASONRY,&TO CENTER OF OPENING UNLESS OTHERWISE NOTED. OPENINGS FORMED BY THE RISER,TREAD,&BOTTOM ELEMENT OF A GUARDRAIL MUST BE OF SUCH SIZE THAT A SPHERE 41NCHES IN DIAMETER FIRE SUPPRESSION SYSTEM(NOT APPLICABLE FOR THIS PROJECT) CANNOT PASS THROUGH.[IBC 1009] 16. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION.LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE FIRE EXTINGUISHERS OVER SMALLER SCALE DRAWINGS. GLAZING CONTRACTOR TO PROVIDE FIRE THE REQUIREMENTS WITH THE FIEXTINGUISHERS E MARSHALL.MAXIMUM I LINETS AS REQUIRED BY THE IFC TRAVEL DISTANCE BETWEEN FIRIBC 906.1)ANDI OR AS SHOWN ON THE E EXTINGUISHERS NOT TO EXCEED 75 DRAWINGS.VERIFY GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLAZING(TEMPERED)PER CHAPTER 24 OF IBC.GLAZING SHALL BE TEMPERED IN ODORS AND 17. VERIFY DIMENSIONS OF MANUFACTURED PRODUCTS TO ASSURE COMPATIBILITY WITH THE PLAN. IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE IS WAN A 24 INCH ARC OF EITHER VERTICAL EDGE OF FIRE ALARM SYSTEM(NOT APPLICABLE FOR THIS PROJECT) M THE DOOR IN A CLOSED POSITION,&WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. W 18. THE PLANS AND SPECIFICATIONS ARE MINIMUMS AND WHERE DETAILS ARE NOT SPECIFICALLY SHOWN,CONSISTENT PRACTICES SHALL BE USED. TEMPERED GLAZING TO BE PROVIDED IN RAILINGS AND GUARDRAILS.TEMPERED GLAZING TO BE PROVIDED IN WALLS AT STAIRWAY LANDINGS (FIRE ALARM SYSTEM NOT REQUIRED FOR B OCCUPANCY WITH LESS THAN 500 OCCUPANTS PER IBC 907.2.2) Ch WITHIN THE WIDTH OF THE STAIR AND WITHIN 5-FEET BEYOND THE BOTTOM AND TOP OF FLIGHTS OF STAIRS,WHERE THE BOTTOM EDGE OF THE CD (V 19. INSTALL AND APPLY MATERIALS PER MANUFACTURER'S INSTRUCTIONS&RECOMMENDATIONS. GLAZING IS LESS THAN 60-INCHES ABOVE A WALKING SURFACE.[IBC 24061 THE CENTER OF THE FIRE ALARM INITIATING DEVICES(BOXES)SHALL BE LOCATED BETWEEN 42"AND 48'ABOVE THE LEVEL OF THE FLOOR.AUDIBLE AND VISUAL WARNING DEVICES ARE TO BE PROVIDED AS PART OF THE FIRE ALARM SYSTEM.WALL-MOUNTED APPLIANCES SHALL HAVE THEIR 20. ALIGN WINDOW&DOOR HEADS U.N.O. ATTIC ACCESS BOTTOMS AT HEIGHTS ABOVE THE FINISHED FLOOR OF NOT LESS THAN 80"AND NO GREATER THAN 96".CEILING-MOUNTED APPLIANCES SHALL BE O) Z AT ATTICS W MAX VERTICAL HEIGHT GREATER THAN 30 INCHES,PROVIDE ACCESS OPENING 22INCHES x 30 INCHES,PROVIDE INCHES MIN.IF INSTALLED PER TABLE 64A.1(B)OF NFPA 72,SECTION 64A. O_ Q 21. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED,SHALL BE FIELD-VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION LAYOUT.IF MECHANICAL EQUIPMENT IS INS DURING DOODUTALLED IN THE ATTIC,THE OPENING MUST BE LARGE ENOUGH TO REMOVE THE EQUIPMENT,BUT IN z Q THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT,SO DESIGN MODIFICATIONS CAN BE MADE NO CASE SMALLER THAN 30 INCHES x 30 INCHES. [IBC 1209.2] APPROVED NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED SHALL BE INSTALLED IN RESTROOMS,HALLWAYS,MULTIPURPOSE ROOMS, d BEFORE PROCEEDING WITH THE WORK. LOBBIES,MEETING ROOMS AND ANY OTHER AREA FOR COMMON USE.STROBE SIGNALING DEVICES REQUIRED FOR THE HEARING IMPAIRED SHALL BE ATTIC DRAFT STOPS STATE FIRE MARSHALL APPROVED AND LISTED.FLASH RATE SHALL NOT EXCEED 2 FLASHES PER SECOND NOR BE LESS THAN 1 FLASH EVERY Z 22. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES.IT SHALL BE THE RESPONSIBILITY OF THE ATTIC DRAFT STOPS TO BE PROVIDED PER IBC 717.4. SECOND THROUGHOUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE.[IBC 907.91 LLI O CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT,AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR Q SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE ATTIC VENTILATION THE LIGHT SOURCE COLOR SHALL BE CLEAR OR NOMINAL WHITE AND SHALL NOT EXCEED 1000 CANDELA(EFFECTIVE AUDIBLE SIGNALS SHALL HAVE A SOUND LEVEL OF NOT LESS THAN 45 DBA AT 10'OR MORE THAN 110 DBA AT THE MINIMUM HEARING DISTANCE FROM O Y O THE AUDIBLE APPLIANCE.EXECUTION OF THE WORK. ENCLOSED ATTIC&RAFTER SPACES SHALL HAVE CROSS VENTILATION BY OPENINGS EQUAL TO 1/150 OF THE AREA.[IBC 1203.21 Q INTENSITY). [IBC 907.91 U � Z 23. PLUMBING,MECHANICAL,LIGHTING,AND ELECTRICAL WORK UNDER A SEPARATE PERMIT.CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ROOFING _J OBTAINING THESE PERMITS AND COORDINATING THESE DESIGN-BUILD SYSTEMS WITH THE WORK DESCRIBED IN THESE CONTRACT DOCUMENTS. ROOFING SHALL BE METAL,NON-COMBUSTIBLE,OR SHALL BE LISTED AS CLASS A FIRE RETARDANT MATERIAL.CERTIFICATE OF COMPLIANCE SHALL MANUAL FIRE ALARM BOXES TO BE INSTALLED IN ACCORDANCE WITH IBC 9D7.3(LESS THAN 5 FEET FROM ENTRANCE TO EACH EXIT AND A MAXIMUM = 0 BE FILED W1 THE BUILDING DEPARTMENT. TRAVEL DISTANCE OF 200 FEET BETWEEN EACH MANUAL FIRE ALARM DEVICE). + It Q 24. CONTRACTOR IS RESPONSIBLE FOR COORDINATED WORK BETWEEN ALL TRADES,TO ENSURE THAT ALL SYSTEMS ARE INTEGRATED PER THE ` � CONTRACT DOCUMENTS AND DO NOT INTERFERE WITH ADJACENT OR FUTURE WORK. FLASHING 1..� SHEET METAL FLASHING AT SKYLIGHTS,ROOF HATCHES,ROOFTOP MECHANICAL UNITS AND EQUIPMENT,MASONRY HEAD SILLS,SOFFITS,PARAPET 25. ALL CONTRACTORS TO COORDINATE WITH FOUNDATION AND STEEL STRUCTURE LAYOUT TO ACCOMMODATE MECHANICAL,PLUMBING,FIRE WALLS,REGLETS,EXPANSION JOINTS,AS SHOWN ON DRAWINGS,ETC.,SHALL BE INSTALLED AS RECOMMENDED BY THE CURRENT EDITION OF WASHINGTON STATE ENERGY CODE REQUIREMENTS: ALARM,LIGHTING,AND ELECTRICAL SYSTEMS. SMACNA(SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION)MANUAL. O 26. GRADING PLANS,DRAINAGE IMPROVEMENTS,ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL CAULKING AND SEALANT THIS PROJECT MUST COMPLY WITH THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE(WSEC)AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE(VIAQ).THE BUILDING ENVELOPE ENERGY CONFORMANCE OF THIS PROJECT IS VERIFIED IN THE COMPLY WITH ALL LOCAL ORDINANCES. SEALANT,CAULKING AND WEATHERSTRIPPING SHALL BE INSTALLED TO PROVIDE A COMPLETELY WEATHER-TIGHT AND MOISTURE RESISTANT ATTACHED ENERGY CODE COMPLIANCE FORMS FOR NONRESIDENTIAL BUILDINGS: F FIRE ALARM OR DETECTION SYSTEM(WHEN REQUIRED)DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE BUILDING ENVELOPE. ENVELOPE SUMMARY(CLIMATE ZONE 1)'ENV-SUM' BU ENVELOPE UA CALCULATIONS(CLIMATE ZONE 1)"ENV-UA" i BUILDING DEPARTMENT AND APPROVED BY THE FIRE MARSHALL,PRIOR TO INSTALLATION. GYPSUM BOARD TARGET AREA ADJUSTMENT CALCULATIONS(CLIMATE ZONE 1)'ENVSHGC' 28. FIRE SUPPRESSION SYSTEM(WHEN REQUIRED)TO BE INSTALLED IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA 13.CONTRACTOR IS PROVIDE 5/8"GYPSUM BOARD,TYPE X,IN ALL LOCATIONS U.N.O. BUILDING PERMIT PLANS CHECKLIST(CLIMATE ZONE 1)"ENV-CHK' RESPONSIBLE FOR PREPARING DRAWINGS AND CALCULATIONS,AS WELL AS OBTAINING PERMITS AND APPROVALS PRIOR TO INSTALLATION. SOUND INSULATION z THE FOLLOWING IS A SUMMARY OF THE BUILDING ENVELOPE REQUIREMENTS: PROVIDE SOUND INSULATION IN ALL PLUMBING WALLS,INTERIOR OFFICE WALLS,AND AT CEILINGS OF SUCH SPACES. EQUIP BUILDING WITH AN AUTOMATIC FIRE DETECTION SYSTEM PER WAG.51-20 SEC.3105(D)9.CONTRACTOR RESPONSIBLE FOR OBTAINING A PRESCRIPTIVE REQUIREMENTS FOR GROUP 8 OCCUPANCY- CLIMATE ZONE 1 - SPACE HEATING SYSTEM GAS SEPARATE PERMIT FOR THE AUTOMATIC FIRE DETECTION SYSTEM. %GLAZING AREA GLAZING U-FACTOR DOOR FLOOR/ ROOF/ WALL WALL INT WALL EXT SLAB ON VERTICAL OVERHEAD U-FACTOR CEILING ATTIC ABOVE GRADE BELOW GRADE BELOW GRADE GRADE m 29. CONTRACTOR TO REVIEW THE WASHINGTON STATE ENERGY CODE TO PROVIDE A BUILDING THAT MEETS AND EXCEEDS THE BUILDING ENERGY PLUMBING: 2' AND EFFICIENCY AND PERFORMANCE AS REQUIRED BY ASHRAE/IESNA 90.1-1999 OR THE LOCAL ENERGY CODE,WHICHEVER IS MORE STRINGENT. 40%MAX, 0.75 N/A N/A N/A R-30 R-11 N/A N/A R-10 ACTUAL 30. THE BUILDING ENVELOPE MUST CONFORM TO THE WASHINGTON STATE ENERGY CODE.REFER TO THE ATTACHED ENERGY COMPLIANCE FORMS. WATER HEATER ANCHORAGE WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL SEISMIC DISPLACEMENT. STRAPPING SHALL BEAT POINTS WITHIN VERTICAL WALL AREA: 2,409 SF 31. WORK OF THE NEW ADDITION TO MATCH EXISTING BUILDING FACILITY,WHICH IS TYPE V CONSTRUCTION,NOT RATED(TYPE VS). THE UPPER ONE-THIRD(113)&LOWER ONE-THIRD(1/3)OF ITS VERTICAL DIMENSIONS.AT THE LOWER POINT,THE STRAPPING SHALL BE PLACED A MIN �j DISTANCE OF 41NCHES ABOVE THE CONTROLS.[UPC 510.51 ROOF AREA: 2,884 SF R 32. CONTRACTOR SHALL MAKE AVAILABLE ON-SITE,UPON REQUEST,ALL APPLICABLE CODES,RULES,REGULATIONS,REPORTS,CERTIFICATES,ETC. GLAZING WALL AREA: 465 SF z IDENTIFIED AN AS INDICATED WITHIN THE CONTRACT DOCUMENTS. WATER SUPPLY GLAZING% WALL AREA: 19.3 WATER SUPPLY PIPING SHALL BE PROTECTED FROM FREEZING BY A MIN OF 24 INCHES OF EARTH COVERING. j 33. CONTRACTOR SHALL SUBMIT FOR FILE ONE COPY OF ALL CITY,STATE,LOCAL,COUNTY,FEDERAL,ETC.STANDARD DETAILS,AS IDENTIFIED V WITHIN THE CONTRACT DOCUMENTS. HVAC APPUANCEANATER HEATER SPACE 5 HVAC APPLIANCEIWATER HEATER SPACE SHALL BE PROVIDED w/AN OPENING OR DOORWAY SUFFICIENT IN SIZE FOR THEIR REMOVAL.IN NO CASE 34. PERMIT NO SMOKING IN BUILDING. SHALL THE OPENING OR DOORWAY BE LESS THAN 24 INCHES IN WIDTH.ACCESS OPENING&PASSAGEWAY FOR APPLIANCES LOCATED IN UNDERFLOOR SPACE SHALL BE NOT LESS THAN 30 INCHES BY 30 INCHES&SHALL NOT EXCEED 20 FEET FROM APPLIANCE.(UPC 511,IMC 314.1] 35. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THE ACCESSIBLE STANDARDS AND DETAILS SHOWN ON THE co WL 3 DRAWINGS AND DESCRIBED ON THE ACCESSIBILITY SHEET. LIQUEFIED PETROLEUM GAS(LPG)APPLIANCES r EQUIPMENT BURNING LIQUEFIED PETROLEUM GAS(LPG)OR LIQUID FUEL SHALL NOT BE LOCATED IN A PIT,UNDERFLOOR SPACE,BELOW GRADE,OR SIMILAR LOCATION WHERE VAPORS OR FUEL MIGHT COLLECT UNLESS AN APPROVED METHOD FOR THE SAFE COLLECTION,REMOVAL,& O CONTAINMENT OR DISPOSAL OF THE VAPORS OR FUEL IS PROVIDED. DEMOLITION NOTES: Z PLUMBING FIXTURES TJ FIXTURES SHALL BE SET LEVEL&IN PROPER ALIGNMENT w/REFERENCE TO ADJACENT WALLS.NO WATER CLOSET OR URINAL SHALL BE SET CLOSER J 1. THE DEMOLITION PLANS WERE PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR.THE ARCHITECT DOES NOT REPRESENT THAT ALL THAN 18 INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION,NOR CLOSER THAN 30 INCHES CENTER TO CENTER TO ANY SIMILAR if ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE FIXTURE.THE CLEAR SPACE IN FRONT OF ANY WATER CLOSET OR URINAL SHALL NOT BE LESS THAN 24 INCHES.WATER CLOSETS MUST BE ULTRA .,� EXISTING SITE AND BUILDING,AND DETERMINE WHAT MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. LOW FLUSH FIXTURES THAT USE NO MORE THAN 1.6 GALLONS PER FLUSH.REFER TO INTERIOR ELEVATIONS FOR FURTHER INFORMATION ON ACCESSIBLE PLUMBING FIXTURES. r W a 2. ALL HAZARDOUS MATERIALS SHALL BE REMOVED PRIOR TO ANY DEMOLITION OR ACTIVITY WHICH WOULD DISTURB THE MATERIAL BY A Z LICENSED ABATEMENT CONTRACTOR. EXPANSION TANK Lu m IN ADDITION TO THE REQUIRED PRESSURE OR COMBINATION PRESSURE&TEMPERATURE RELIEF VALVE,AN APPROVED LISTED EXPANSION TANK OR ♦A o 3. THE CONTRACTOR SHALL NOT DAMAGE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING AT ANYTIME DURING CONSTRUCTION. OTHER DEVICE DESIGNED FOR INTERMITTENT OPERATION FOR THERMAL EXPANSION CONTROL SHALL BE INSTALLED WHENEVER THE BUILDING � ) (� fl SUPPLY PRESSURE IS GREATER THAN THE REQUIRED RELIEF VALVE PRESSURE SETTING OR WHEN ANY DEVICE IS INSTALLED THAT PREVENTS v Sz 4. ALL ITEMS ARE THE PROPERTY OF THE OWNER.THE CONTRACTOR SHALL SALVAGE ANY ITEMS AT THE REQUEST OF THE OWNER. PRESSURE RELIEF THROUGH THE BUILDING SUPPLY.THE TANK OR DEVICE SHALL BE SIZED IN ACCORDANCE W/THE MANUFACTURER'S Tom°. RECOMMENDATION.[UPC SECTION 608608]00DO] = 5. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION TO ITS ORIGINAL CONDITION DATE: 3/14/05 OR TO THE SATISFACTION OF THE OWNER. C DESIGNED: T.R. E 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE OF ANY ITEMS TO BE SALVAGED AND RELOCATED. G DRAWN: K.W. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL ITEMS DEMOLISHED. JOB NO: 6604 us W SHEET: a A0.2 , ) i - PLANT SHRUBS ® SAME REVISIONS: Nf11 GRADE AS NURSERY 0. 41'0®EIER 1 w BARK MULCH 2. 0 3. Z Wz BULDABACK OR REMOVE 4. Qwga SL W 2FINISH GRADE sCNAIN Lw FENCE 6� C5'CNA/N FENC£ I ro— B&B OR CONT. AS SPECIFIED oo w v v DU.SIER > —III- , I I — gz PLANTING BACKFILL Q Fes„a � I=1 11=1 I I I I I I I I� � :I I�I—ICI—II I�I- +J Now ❑ -- MIN. TWICE H { up ❑ ,;I R007BALL 'Z Q) W F . . . .® v 1 SHRUB PLANTING w o '4/.23� o SCALE: N.T.S. Q �y 'GROIJNL1GbVER- i-. (E)TREETOREMAIN . _ 1/2"DIA. BLACK RUBBER q )ee, HOSE ix m U 0 .I 2 GA. WIRE 1 :. 0- R .;:; „W R ❑ (E)BANK BUILDING 0 • • (3) 2x2 D.F. STAKES s O 0 INTO SUBGRADE OO O w O B 0'.•.' PULL BURLAP OFF TOP (n p m iv /3 OF ROOTBALL Ld O •'. '0� O RELOCATE 0:..:. 2"BARK MULCH j / -01 Q (E SHRU S CDLZj ,$C: LNG(E) ® O RELOCATE �.•.: :.I FINISH GRADE Q �p O O Q ®® (E)SHRUBS m N J M' •'' . ® 0a oar � — z m N n m o o e o ® .. =ll1= I 111TI I I- rn PLANTING BACKFILL � O Z BREAK UP SIDES & Z o Q BOTTOM OF PIT a I 0 '4 II - I1=1I(-�I= MAIN-rICE. H } Z x I O1 O w I>a ' ❑ ;w�W II, I B WROOTAOUS TREE(N)BANK � �Y 0- 0 DECI o ADDITION ii SCALE:N.T.S. U Z QU) Q .y I I I I .•,�•••, of zo (E)L REETE RE CA , (E)TREETESHRUBo -•I I _ DEMO S g 'AT' li I COVER RD- COVE - DEMOLITION LANDSCAPE PLAN NOTES: O'I• -1-4 9'8" '� A. REFER TO DEMOLITION NOTES ON SHEEP A0.2. Z ❑ REMOVE(E)GROUNDCOVER/TURF !!yRR��� ❑ B. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL wO UTILITIES PRIOR TO DEMOLITION. 3 .•,o, jL C. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF v~i - ALL UTILITY SERVICES DURING CONSTRUCTION. N R/1 116.69' D. THE CONTRACTOR IS TO COORDINATE WITH THE ELECTRICAL N E 105.69' YT - - •- "-' r"'T •> �a- PLUMBING AND MECHANICAL CONTRACTORS FOR THE SAFE S E/OS69' 6'-0" HIGH CEDAR FENCE - PGs R64y12. DISCONNECTI Z ON OF SERVICES TO THE EQUIPMENT PRIOR TO E BOX �a3'W DEMOLITION. z s E. PRIOR TO START OF ANY DEMOLITION WORK,CONTRACTOR co� SHALL CONTACT CITY OF ARLINGTON UTILITIES DIVISION OF UCi DEVELOPMENT SERVICES DEPT.AT 380403J526 TO OBTAIN CLEARANCE TO"DIG'. m V 4 / di LANDSCAPING PLANT TYPES & QUANTITIES: Q '8 COMMON NAME QUAN. SIZE SPACING COMMENTS J • SWEET GUMS OR FLOWERING PLUMS 24 1-1/2 CAL. 30'-0" O.C. BALLED & BURLAP ® MUGHO PINES 9 24"-30" Z W O RHODODENDRONS HYBRID 24 24"-30" O 0- ® HINOKI CYPRESS 7 5'-6' BALLED & BURLAP Q T VINE MAPLE 10 10, CLUMP BALLED & BURLAP U ® AZALEAS, EVERGREEN HYBRID 3 2 GALLON ` J Q EI ESCALLONIA 10 5 GALLON fj G Z x DEMOLITION LANDSCAPE PLAN OTTO LUYKIN LAUREL 27 ,8'-24" W w 3 o DWF. ESCALLORIA 13 5 GALLON SCALE:1"=20'-0" NORTH ® DWF. RHOODENDRENS HYBRID 7 18'-24' OR 5 GALLON J o ® NANDINA DOMESTICA 1 5 GALLON DATE; 3/14/05 z ® EVERGREEN AZALEAS HYBRID 3 2 GALLON C O DESIGNED: T.R.MED. PINK HEATHER 8 1 GALLON DRAWN: K.W. THUJA OCCIDENT EMERALD GREEN 42 4'-5' 4' O.C. JOB N0: 6604 PACHYSANDRA TERMINALS 4" 18" O.C. THUJA OCCIDENT EMERALD GREEN 1 GALLON 4' O.C. BALLED & BURLAP W SHEET: SOD LAWN AREA 0- L1.1 NOTE: ALL LANDSCAPE BEDS TO GET 2" BARK MULCH UNLESS NOTED OTHERWISE REVISIONS: KEI. 0. 12'DMUEIER 2. 7/771 r°zoz 3 4- W N I I I m G W ( NCRETE H W o 2' 5'CNAIN(/NH fFNCE m m U 5'CHAIN fINK fFNCE m t6 m B Z o 6 of pj m m�mmgq o C m m B' I I I UUM s1eR p , X o 9 cz I ❑ ------'� •I PLANTNO PER PLAN E-I '9 ❑ mac OR REMOVE 'Z N W q f B wAY TOPSOIL E- o CURB PER PLAN ~ ®®® AS ASPHALT OR CONrAINER PAM1O W�PECIFIED O Q 0•; b ElTOPSOIL+FERTLIZER �i 5 0. NATME SOL 0 F04OVE ALL ASPHALT N THIS AREA > 0 a m a .I 1 SHRUB PLANTING �z1 PLANTER DETAIL L7.2 N.T.S. L1.2 N.T.S. O1 a s (E)BANK BUILDING b1 3�,•:' 0 r, 2J(2 HEM FIR STAKE DFIVBL TO @ O O B ,e REFUSAL(24')MIL SECURE O �0 . . UY REINFORCED PABBE b 1 TO 7Flff WITH 2 SIFFMDB OF v O '•' FIOBE COLLAR o SAKE TO POI TAPE TOP OF . . . STAKE TO FONT TO W O if 12 GA.GALV.WIC TWIST PREVALNO WIND. y� Z O 0,•;•, N TO TIGHTEN O 0 1 YXT CEDAR STAKE �pE G`I m 6 z O FDA Bail > w .SC ING ® O •'.: :.� GRADE J M> �p O O Q ®® ®®® FIEMOVE BURLAP FROM TOP r� / m N •� ,�, o '00• .I 1/3 OF ROOTBALL ! ONO • L,^ to B e o 0 0 0 ® TOPSOL+FR3RLu1 0 >o ` �_ MN2a'OR O Z m(D . .•:•:• 2GHEA7M OF TWOslsoRnoE Fx1L+Fr3FRL�1 z O Q 0 Q RELOCA CI-'--- I I I 0 AENDHRU 3 DECIDUOUS TREE PLANTING a EVERGREEN TREE PLANTING I- (N)SHRU L1.2 N.T.S. L1.2 N.T.S. ILI Z �j RE LOCATED(E)SHRUBS Y O (N)BANK I U2 Q o O ❑ ADDITION QU)� Of zJa00 IL ADDITION LANDSCAPE PLAN NOTES: /'�/ A. REFER TO DEMOLITION LANDSCAPE PLAN AND DEMOLITION H. OWNER TO APPROVE PLANTING PRIOR TO INSTALLATION. 1..1� I ARCHITECTURAL SITE PLAN FOR EXISTING IMPROVEMENTS TO BE O _ � REMOVED OR RELOCATED. I. PLANT TYPES MAY BE SUBSTITUTED WITH SIMILAR SPECIES a •a 9.12 .V — — AND VARIETIES DUE TO AVAILABILITY. ❑ RELOCATED RELOCATED B. REFER TO ORIGINAL LANDSCAPE DRAWINGS(PREPARED BY (E)TREE ❑ (E)SHRUBS, OTHERS)FOR COORDINATION AND LOCATION OF LANDSCAPE J. LANDSCAPING CONTRACTOR RESPONSIBLE FOR �j (N)GROUNDCOVER WORK. MAINTENANCE DURING CONSTRUCTION PERIOD. p C. REFER TO THE DEMOLITION AND ADDITION FLOOR PLANS FOR K. ALL PLANTS TO BE HEALTHY AT TIME OF PLANTING AND o FURTHER INFORMATION. GUARANTEED FOR ONE FULL YEAR OR NEXT SPRING(WHICHEVER S N •••••-.• IS LONGEST). R/ Ila69' -L `!-`e- • . x_ _ D. BACK FILL MIX FOR PLANTING TREES,SHRUBS AND GROUND COVERS SHALL BE: L. DIFFERENT GROUND COVERS TO BE SEPARATED WITH N E 10569' a0� 1. ONE PART BY VOLUME OF 3-WAY TOPSOIL MIXED WITH: PLASTIC LAWN EDGING OR BETWEEN LAWN,BEAUTY BARKIRIVER 5 E 105.59, - BOX 2. ONE PART NATIVE SOIL. ROCK AND ENGLISH IVY. z o' E. PLANTER AREAS 3-WAY TOPSOIL. M. ALL BEAUTY BARWRIVER ROCK TO BE PLACED ON CLOTH WEED BARRIER. F. ALL TREES,SHRUBS AND GROUND COVER SHALL BE ULT FERTILIZED WITH AGRO 4-2-2-TRANSPLANTER OF EQUAL AT N. STERILIZE SOIL PRIOR TO PLANTING TO ELIMINATE EXISTING ®F o a' a PLANTING TIME. WEEDS AND GRASSES. S <° •l ® r / G. AFTER PLANTING OF ALL PLANTS,MULCH ALL AREAS WITH YE MINIMUM OF 2'MEDIUM-FINE BARKMULCH. r LANDSCAPING PLANT TYPES & QUANTITIES: Q COMMON NAME QUAN. SIZE SPACING COMMENTS a SWEET GUMS OR FLOWERING PLUMS 24 1-1/2 CAL. 30'-0" O.C. BALLED & BURLAP ® MUGHO PINES 9 24"-30" W PR O RHODODENDRONS HYBRID 24 24"-30" N R 0 5' 10' 2a 4V ID VINEKMAPL CYPRESS 10 10, CLUMP BALLED & BURLAP Z Q ADDITION LANDSCAPE PLAN O U ® AZALEAS,EVERGREEN HYBRID 3 2 GALLON P CO SCALE:1"=20'-0' 9 ESCALLONIA 10 5 GALLON Q ui Z m 0 OTTO LUYKIN LAUREL 27 18'-24" Q o DWF. ESCALLORIA 13 5 GALLON J ® DWF. RHOODENDRENS HYBRID 7 18•-24' OR 5 GALLON r ® NANDINA DOMESTICA 1 5 GALLON 3 DATE: 3/14/05 € O DRGP PINK HEATHER REEN AZALEAS HYBRID _ 8 1 GALLON C DESIGNED: T.R. 0 0 THUJA OCCIDENT EMERALD GREEN 42 4'-5' 4' O.C. DRAWN: K.W. � PACHYSANDRA TERMINALS 4" 18" O.C. JOB NO: 6604 N �O0000]IUJA OCCIDENT EMERALD GREEN 1 GALLON 4' O.C. BALLED & BURLAP W SHEET: . .. .... : SDD LAWN AREA � U.2 NOTE: ALL LANDSCAPE BEDS TO GET 2" BARK MULCH UNLESS NOTED OTHERWISE ,, ... .,. .r, . . ..:. tt I ® REVISIONS: 0. �5E 1. 2. I b 3. I I " : CONCRETE 14. I I I 13 pp 5'p1Al LINK FEmct x` DEMOLITION ARCHITECTURAL SITE PLAN NOTES: w q q gg I I I I to R6'-0" EMPLOYEE PARKING + ++ o o z o oPo " A. REFER TO DEMOLITION NOTES ON SHEET A0.2. m C ai m p k o r ,o .c aT g m I of <I O S I B. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL ci d d•°-P o tz 25'-4• m t0 m w m N © y UTILITIES PRIOR TO DEMOLITION. C m m v b I I I I I 12 101-4' I 0'-0 Ij C. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL + UTILITY SERVICES DURING CONSTRUCTION. •'� 9 12 t I I D. THE CONTRACTOR IS TO COORDINATE WITH THE ELECTRICAL, (•/] to II PLUMBING AND MECHANICAL CONTRACTORS FOR THE SAFE 9 DISCONNECTION OF SERVICES TO THE EQUIPMENT PRIOR TO DEMOLITION. m t I V tG .....:..... .. I RS'-0 ' E. PRIOR TO START OF ANY DEMOLITION WORK,CONTRACTOR SHALL r� � W 4 w 6 R2'-8" I \ CONTACT CITY OF ARLINGTON UTILITIES DIVISION OF DEVELOPMENT ivi �+ A SERVICES DEPT.AT 360-403.3526 TO OBTAIN CLEARANCE TO"DIG". (E)P KIN SPACE ° � I Wn- O Z..) .O TO BE REN OVED O >I __ VAN 2 R20'- " I O] o o 5'0-0" I + 15'-0" 15-o" 12'-8" ---- (E)STRUCTURE TO REMAIN C AND BE PROTECTED IN PLACE 2'-8" \ \ Q. RE VE(E) R I H.C. 2 I + g ANDS PI GTO (E)BANK BUILDING / �� ACCOM DATE 8' 0 24'-0" 18'-O" ❑ 6652 SF (N)SI E WALK 0'_0 I / 80'-0" to Q I \ + HIGHWAY COMMERCIAL (HC) ZONE 0 0 +/-5-W ui m REMOVE(E)PARKING +/-31'-T ° I Z 3 ' ,•,•,•,', 10 t6 I o+ n O 0 tG STRIPING,RELOCATE REMOVE(E) / W .+e•, ® (E)WHEEL STOPS SIDEWALK 25 O" Z v w Y BUILDING SETBACk e z QI o < I HIGHWA ZONE 22 R2'-6" o I L •, a �: BE PR(I613 LACE 4 w a o "o o MECHCEQUI I + ; / \ \ J N I I I I e ; >� T z CO wm c� t Y R2._ t 8R1R�; o V CO w� ✓ ... ° _ a 6 ST 09' 54x 0 II e 1 t2 ONT 5'_0• o o II I MOVE( CURB I @UILDI 7 TOTAL(E) a 43 PARKING SPACES TIITAL (N)BANK DE E PAVEM T j }' Z P KING SPACES N n (REMOVE 5 PARKINGISPAC'¢) ADDITION PAV E ITO REMAIN \ w TO REMAIN E0. 0 STALLS ® 9'-O'l EA 9 go, 0- 2,232 SF EQ. II I REMOVEY O E PAVEMENT EM I (E)LIG POLE I O O R2'-6" . I II I II m + .. TRE I 7 lA N R2-6 - REMOVE 0�r Z 12 G o 2'-6 6" E ARR SEE CIVIL DWGS I IROVEJE)CU ,z FOI:ADDITIONAL QJ U) INFORMATION ON CD II DRAINAGE R4'_0. 0 0 REMOVE(E CURB �� R (ST)RAIGHT ROUND THOMAS LIGHTING STEELL POLES $o m REMOVE(E)CURB AT PARKING (E)C E 25'-0' SRS 20-3.0 W/ O 1 a DRIVEWAY (6) EMCO SINGLE FIXTURES z ERA201-3H-250MH-MT& Z 0 (3) EMCO DOUBLE FIXTURES a o ERA202-3H-25OMH-MT w BO I zt 0 O oI P0-�.,"0., V HIGHWAY COMMERCIAL (HC) ZONE a , PP `pp N VA!/Li w y s DEMOLITION ARCHITECTURAL SITE PLAN J SCALE:1"=20'-0" NORTH j SITE PLAN KEYNOTES: Z D 3 1. TYPICAL BOLLARD DETAIL 10. PLANTING AREA 25.THOMAS LIGHTING ACCUBEAM O U Z (SEE DETAIL 2/A1.1) 11. 4"WIDE PARKING STALL STRIPING. FLOODLIGHT W/ LINEAR PARA- 5 2. HANDICAPPED PARKING SIGN COLOR: "TRAFFIC WHITE" BOLIC REFLECTOR a O(SEE DETAIL 4/A1.1) 12. DIRECTION ARROW. T 3. DUMPSTER ENCLOSURE COLOR: "TRAFFIC WHITE" 2 r DICAP STRIPIG. (SEE DETAIL HAND CAPPED/RAMP) UJ U w 13 COLOR: "TRAFFICNWHITE" ♦/� (SEE DETAIL 8/A7.1) 14. MONUMENT SIGN. V♦ 4. 5. CONCRETE ISLAND 15. PYLON SIGN. Q (SEE DETAIL 3/A1.1) 16. "DO NOT ENTER"SIGN. 6. TYPICAL EXTRUDED CONCRETE CURB 17. EXISTING SIDEWALK. DATE: 3/14105 (SEE DETAIL 5/A1.1) 18. EXISTING CONCRETE CURB CUT. 7.TYPICAL SIDEWALK CURB EDGE AT PLANTING 19. NOT USED DESIGNED: T.R. E (SEE DETAIL 7/A1.1) 20. DRIVE-UP CANOPY OVERHANG. DRAWN: K.W. S. TYPICAL SIDEWALK CURB EDGE AT PAVING 21. 6'-0"HIGH CEDAR FENCE. (SEE DETAIL 1/A1.1) 22. PRECAST CONRETE WHEEL STOP. JOB NO: 6604 $ 9. TYPICAL CONCRETE SIDEWALK CONSTRUCTION. 23. CONCRETE PAD FOR A.C. UNITS W SHEET: `"- PROVIDE EXPANSION JOINTS (E.J.)AND TOOL JOINTS (T.J.) 24. PARKING LOT LIGHT FIXTURES W/ A F ROUND STEEL LIGHT POLES. [] A I l 1 ® REVISIONS: 0. 1. I E�� rcwy 2. CS' 3. -------------------•----------` coNr - �-'Y s o g 4. 0 � U 3 pp .. 5'MAl LINK pFNLY' .. m DAPLOYEE PARKING o o Z o ADDITION ARCHITECTURAL SITE PLAN NOTES: m 6 W W g a o`I + I 1e tt O e I "I m�mro m 'pp tx I 25'-,}• © m I A. REFER TO DEMOLITION ARCHITECTURAL SITE PLAN FOR EXISTING m m N I a IMPROVEMENTS TO BE REMOVED OR RELOCATED o 0 0•d b t 101-4` B. REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR o F 0" I- a 1 t tt - I II COORDINATION AND LOCATION OF CIVIL WORK. o .S 12 t I I ro C. REFER TO THE DEMOLITION AND ADDITION FLOOR PLANS FOR I I 16 a xet I t e I I� i \ FURTHER INFORMATION. m (N) CTION N)A CES IBLE to RS'- I \ \ D. REFER TO A5.1 FOR SITE ACCESSIBILITY INFORMATION. "q t \ m TRIP Bit EWALK P DES RIAN R2'-6" I I E. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS a I I g CROSSWALK REQUIRED. U) +1 x u © PAIN STR ING I •.,.❑ I I W � � a +/-21\ 18'-0" 32' " I j F. REFER TO LANDSCAPE PLANS FOR DEMOLITION OF EXISTING TREES, Q 0 ry -a VAN z R20'-0" I TREES TO REMAIN,AND FURTHER INFORMATION. Giy W DOMAIN ENTRANCE TO(E)BANK 5'-0" 15'-0" 15'-0" 12'IB" / '9 e G. PARKING LOT STRIPING(WHITE STRIPING)TO BE PROVIDED PER CITY dr c - 2'-8" / \ OF ARLINGTON STANDARDS. al W R za +t of c H.C. z I ♦ I I / H. PROVIDE ACCESSIBLE PEDESTRIAN CROSS WALK STRIPING PER CITY g \ / OF ARLINGTON STANDARDS. IE (N)PED S RIAN (E)BANK BUILDING `� _ A CESS SI E ALK 8' 0 24'-0" 18'-0-" ❑ fi652 SF 0'-0 CO RETE 80,-0• Sill MA o HIGHWAY COMMERCIAL (HO) ZONE p W C -0 O.C.A DSASS I RELOCATE(E) e Z OWN to to I WHEELSTOPS W _ta ® (N)PARKING 25 0` Z e STRIPING j (E)R kR \ WI p HIGHWA ZONE (E)SIDEWALK BUILDING SET�ACk Q N w I I R2'-6" RELOCATED MECH. w \ \ \ EQUIP.0/(N)CONC. 5'-0' Lf) to ' `F• EQUIPMENT PAD (E)CUR t (N)REQUIRED 0 M 4 e ACCESSIBLE LOT LINE e q ENTRANCE SIGN '-q i I i SETBACK \ co cm Cam+ °P MAIN ENTRANCE I I Z +1-4' _ To BANK ADDITION \ \ O >Q m IN 6 COMPA STAL Q 8'-0"EA.=4S.0" - Y I tz I Z O > BUILDI ONT 7TOTAL(E)5' " (N)CONC.CURB (N)BANK (N)CUR I P RKING SPACES c"1 n (N)CONC.WALK °P ADDITION 16-o" w Z •.. EQ. 5 S ALLS d 9'-0"EA.=45'-0" XISTING I \ Y O Q Y 2,232 SF .:•D�iIVEWAY I II O 110'-0"I R2'-6" R2'-6 2'-6' `., L (N)REQUIRED to SEF CIVIL DWG'S Z O 7z o to �� SECONDARY I,` FOI• ADDITIONAL ETB C to m tt U ENTRANCE TO(N) .•R�Sti,:. t2 I a INFORMATION ON T Q - BANK ADDITION ` _ DRAINAGE - y a R4'-0" ^8 L .e. 9 0. •--...... .-.-.... _ b P5 t, ttW2WO3 w? _ (9)THOMAS LIGHTING SRS STRAIGHT ROUND STEEL POLES O c v ACCESSIBLE vm g o z U (N)CURB w SIRS 2030 W- . � w ENTRANCE SIGN >o a "'y (6) EMCO SINGLE FIXTURES DRNEWAY F •g ° o o (NNDSCA PE N0 U ERA201-3H-25OMH-MT&a � 0 ZR� 3ER42 C3H5OMHMT U1 I BoxO F PURER Nea'mSzb'5% Q. HIGHWAY COMMERCIAL (HC) ZONE pp pp N VAULT r I ® ❑ � 3 � a.. I 3 PROJECT NORTH ADDITION ARCHITECTURAL SITE PLAN o s 10' 20' as j SCALE:1"=20'-0" 0 w Q � _ (L W 0 F- � aacn DATE: 3/14/05 z DESIGN x S� E DRAWN: K.W. Y E JOB NO: 6604 s W SHEET: a Al REVISIONS: 1 4 DEMOLITION FLOOR PLAN AND ROOF PLAN NOTES: 0'2 1 n n 1 2 82,6. 4 5 6-0" 6 7 7 A. REFER TO DEMOLITION AND ADDITION ARCHITECTURAL SITE PLANS FOR 2. 18'-0" 27'-0" 32'-8" B-0" FURTHER INFORMATION ON SITE IMPROVEMENTS,ADJACENT FLATWORK AND 3 II II ADJACENT GRADES TO THE BUILDING. . — . — . — . — . — . — . - - - — A A 4. \J I L J L J I B. REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR I j I I COORDINATION AND LOCATION OF CIVIL WORK. w I C. REFER TO DEMOLITION FLOOR PLAN,ADDITION FLOOR PLAN,RESTROOM m o I I I i io Y ENLARGED PLANS AND ELEVATIONS,DOOR SCHEDULE AND TYPES,WINDOW TYPES w m R o 6 m a H AND ROOF PLAN FOR FURTHER INFORMATION. � I _ _ I D. REFER TO ORIGINAL ARCHITECTURAL DRAWINGS PREPARED BY BOTESCH, W o m �J r ------ ------ --1 L_________________________________________ a OJ m W B ------- r 1 -------------------- 4 NASHBHALL FOR FURTHER INFORMATION. tnO a�b (— ---- -------------------- - I B (E)SPACEC - B •0 .9 ,pa E. REFER TO STRUCTURAL PLANS FOR LOCATION AND SIZE OF STRUCTURAL o�W p ELEMENTS AND COMPONENTS,AND FOR FURTHER INFORMATION. " (E)TELLERS n I(E)10A2ULT 105 F. REFER TO ORIGINAL STRUCTURAL DRAWINGS PREPARED BY CLAYTON M. +� H ,g 1 E))NEW )WOR (EI OPER. CANFIELD,P.E.FOR FURTHER INFORMATION. �J] U� r J I CCTS. SPACE WE y I F- I I ( 104 106 1 7 G. REFER TO ORIGINAL MECHANICAL DESIGN-BUILD SHOP DRAWINGS(PREPARED v BY OTHERS)FOR COORDINATION AND LOCATION OF MECHANICAL EQUIPMENT, V C—I $ GRILLES,UNITS,SYSTEMS AND ACCESSORIES. I I H. REFER TO ORIGINAL PLUMBING DESIGN-BUILD SHOP DRAWINGS(PREPARED BY W Q U I o� OTHERS)FOR COORDINATION AND LOCATION OF PLUMBING EQUIPMENT,FIXTURES, Q DRAINS,SYSTEMS AND ACCESSORIES. } w L- I I (E)CFO L g �� I I C � I. REFER TO ORIGINAL ELECTRICAL DESIGN-BUILD SHOP DRAWINGS(PREPARED aT I I I BY OTHERS)FOR COORDINATION AND LOCATION OF ELECTRICAL EQUIPMENT, .Fqz I I I I LIGHTING FIXTURES,SYSTEMS AND ACCESSORIES. RIDGE I RIDGE RIDGE I I Y (E)LOBBY J. REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION ON SCOPE OF DEMOLITION TO ACCOMMODATE(N)ADDITION. _�� K. REFER TO DEMOLITION NOTES ON SHEET A0.2 rJJ j � 0 )) 4 O I I I (EOPER.. I I I I $ ( 109 RIDGE 4 ^ OE�FICER z (E)LOAN M I OFFICER (E)CEO (E CCO > II II ! 113 1 °O � Zm N II II I � Z Do I i 1 1 I I (E)LOUNGE Z (EEL L 0 a I I yiA I I � 115 �T Y Q Z I I I (E)JAN. 1 OD zoO E O WORK AREA (E)WOMEN O O I (E)MEN (E HALL J 114 116 O 0 119 121 � I )) � � I (EROOM° v Q RIDGE I I I I 16 1 II o O ------------------------- SLOPE SLOPE o ____________________________ ______________ `/ N ; I I (TYP) (TYP) I I - (E)MECH.EQUIP. iII II O ❑ I I I i 9 STEORAGE Z I I DEMO(E)ROOF AS N I I i I (E)CONTROL 123 I I EEDED I I ■ ACCOMMODATE DATE I I i 22 I I (N)ADDITION I I I I 11'-0" DEMO(E)INTERIOR WALL I-- -- - ----J Ii _ G — — — DEMO(E)EXTERIOR WALL AND ENTRANCE/STOREFRONT~ I tO o- - - I - - - - - - - - - - - - - - - -❑ I L -I �H ❑ I " NEW BANK I I NEW BANK o I I ADDITION I ADDITION I 5 � Z 3 9 4 o- . - . -I - - - - - - - - - - - - - - - -❑ I �-- J- -� ❑ I _J �- D WALL TYPES: x 1— q ® (E)CMU VENEER WALL W/1"MIN.AIR SPACE O § I I I I (E)2X6 WOOD FRAMED WALL Q 16"O/C ♦/) W O O u v+ Q t I L— — — ———_—— — —J- — J (E)2X4 WOOD FRAMED WALL Qa 18"O/C o Jo- - - -F . — . — . — . — . — . — . — . — . — . — -- - J I I 4'-8" 401-W L 36'-0" g•-p^ 6 (E)2X4 WOOD FRAMED PONY WALL(42"HIGH) DATE: 3/14/05 ® (E)MODULAR VAULT WALL DESIGNED: T.R. E E NORTH lJ NORTH 1 3 5 6 (E)INTERIOR PARTITION(TOILET PARTITION OR OFFICE PARTITION) ��/ DRAWN: K.W. DEMOLITION ROOF PLAN ° 2' 4' 6 i6 DEMOLITION FLOOR PLAN D 2' a' 6' 18, (E)WALL TO BE REMOVED A/ JOB No: 5604 WSHEET: SCALE:1l8"=1'-0" A2.1 1; -,I- . ---. I I � . I �_I .l.. I .I.. L.zl I� I .I.-I I d�,.;��...-�.-. ... ��.1 I I I I I I I, I I. I 11 I I I � I. . I . -I.. .11 11 I- �. __ , �-, . I -, - . ..,. � , .I ...I I I I 11 �,.�.........., � � . _�_ .cl REVISIONS: . �'A 6 ......................................... � ..................-..-�-.-............ I I 9 9 82'-W 0 9?k T-o" FLOOR PLAN AND ROOF PLAN NOTES: 0. .... ...........�.4.....................�.......................... .........................................I I I 7 .. =.-�. -r Z y i =:i IT IT � ,, Ir-w iv-w 27*4� 37 8'-O" A. REFER TO ADDITION ARCHITECTURAL SITE PLAN FOR FURTHER INFORMATION ON SITE 1. :M.. . ............................................. . . � � 11 'I .. . . .... .%....%......i . I I 11 I � - ...................=...... ............. ...................% ......................................... ........................................... - 'I I ., 2. ........ ...................... I:=. ...........................=%,.... ...�.....�...:._.... IMPROVEMENTS,ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. I �� ........................................... .. I�:.....-.I::::::::.-:...::::::::::.-::::..........�-........................�...................-. " - -- I __ I - . ................ .........�...... ":�l.....�......j: , &_ - - - _j - - - - . _L r ..................1.................�:�:]:�:�:�:-`.-]:]:�:�:�. .. . - - - - I - - - _t_ - __G 1�q- I t..�.......-.1................�� ................ .. - L. +_ - - - - - - - - - -�'V-' A - ................................................:..........-........--...-...-.....-...�........__...........F. ", . 0 B. REFER TO RESTROOM ENLARGED PLANS AND ELEVATIONS,DOOR SCHEDULE AND TYPES, 3. � . .. ... . = i p I . ji .. .. ��..% - . - I I ...... .........�......�........................-���......%�------------------------- - . ;;;;;;��_ �t.. ...E..._.......... .... --------------- .. .. .� . ........... ............... .. .................... ::::��17.7.z`-.�:�:� . .........� ..... ..... ..............................�........... ...................... I I - . - . ..�....... --------� - - - _' - ,- . - . L . -@ ::::::TIS �:����:���::��:::::::i,..-..:�:�:� � -___29., ---. . .....................�.......-...� ...� . --G) m, 6 . (sy- - ......__ . ... ........ I ...............�...........................�....................::�. . � Q 7 C. REFER TO STRUCTURAL PLANS AND OR13INAL STRUCTURAL PLANS FOR LOCATION AND , .,�=. ..-.�:. _ ........ I ...... .... =............... ,........�....__.....- . . - ...:._.... .......�.......��.................................................. . ---_7..... ......... �=.__ =.. =. .......�........................ : ............. .......%.................... ........:.,=%..... . ........%=...........I. . ............................... .%...........��...........%%........................................... .................................. .................I.............�� .f?F �.................................�........ ........ 1� R073 -,---.,-..........................................I..............I................W...........:_ SIZE OF STRUCTURAL ELEMENTS AND COMPONENTS,AND FOR FURTHER INFORMATION. -p .__. - �..............I............. . ,........................,...,...............................".. ...................�...........�...........%%,.......�...............................................=....=....=...=.................... ............. .....-.-..-..-..-.-..%.-�.-.-.-.=:..: ......... . ....... 0 ... - .....................�......... _................:......................................................................... I ......... ..........I.................... _.�., .......................I.......................................:.=.......w......................................................... 0 0 _.... ... I ......:.........__ ._....... .................................... ::.',_.:-..,:�:T . . ....... -�....."-'-. l - I ................. .. ........:.............:.,...........,...� :1:::L�.'.-,.*,�:�:�:�:�:�:.*�:�:�:�:�:�:."��:�:�:]:�:�:�:.................�.........- . ...................... .........................�................................�........,.........................................,..'.'.'.'.'.'."."'.-"-*......*..............-,.,:�::.::..--.-..�,.,�:�::::-..�.i . I ....%=... ...:...............__ - :......... -....�..................................�................................................................:...=. .. :. ................ - - ..........................................................................�...�....... m.';..........___. _........... .. ...-"""........��TELLERS�....�..................�.......-....................-..�...- .......'.................... ... ...d - - ..:................... . ....... .........2... ..........................................-.....�.......�........�...............�... ............. ...... .........%%.................. . : ....... .............. .... ... .... ....... .%�._ .......%.=........ ................%......�..............................................................__......._..... .......... ................ �...I.. ........ ,, - - ---- """",=�` D. REFER TO MECHANICAL DESIGN-BUILD SHOP DRAWINGS(PREPARED BY OTHERS)AND - :,t,:,:[..*..-.:�:�:�:�:�:....-..-..:�:�:�:�..--.-.��:11:�..-�....�.........- . .....--....- -�..=.,-.-.-.-.-.-...-.-.-.-.-.-.-.-.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'....-..'...........�=........... - . .k.k .........� ......... -1 WAY41.7% ........�...���77: .. -1 _.*.l.l..l.l..l._l.... -..... ORIGINAL MECHANICAL SHOP DRAWINGS FOR COORDINATION AND LOCATION OF MECHANICAL .1i 60 00� - �:�(:�:�l�,-.:.......�:�:�:�:�.'.-.'..*...*.".���.-�'.-'.-.'���.�................. . .............�..��..�.......-.-.����. ..�...................=......................................,..........-.....'.'.'.'...................-.............'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'�'.'.'.- :............................... E).VAULT.- ...........,m] ����....__..... %_........................ . .........�...........................�.......�.....................::::::::::::::�:��:�:��:�:�:]:�:]:�:�:�...-.*�:�:�:�:�:�.-�-..-..it:��i: ................ ..............��....... �%__ dogm - -a �%......I.......%%. .............� ..................%_............-....._................................................ . ............... "..' ... ...... ....M......% - --- ................................,.... ........ I E_ n.w��.-..--__-_---.-.����... ............ . ....... , ...... .........� .......w....w.r__.... . 1w....�...a...... ...... �.......��......... ................. .... ............ EQUIPMENT,GRILLES,UNITS,SYSTEMS AND ACCESSORIES. :: .,,,,,*,,,,,-���..-'�����i���i,4 .....................:..................... ..-.::::t:�j:: ��*�E " '.�. :�:�'.'.-...:�:�:�: ER,.--'-'-'-'-'-'-'..... 0 1p .-............................�...,.... .. ....................................%............:: 1 .4.0 1:2�: ::�:�]::::::::::::: ::�:�:::�:�-... g,3 .................................. ....... ..... ........... .......................... �......... - - . . ... oa6 .w ...... ........ - - ... , �: ..................... r, 11 .........4. ........�.......... .......� .-............................. _=... .........�......%%....-.-..-.-..m� ..... ::::::::::::�::::........... -1 �...... 0, '** , _, , - ,**.......�: , * * -................*.....*..................... , ................... ...... . ..............�...............................................................................�.....�................. . . ...............:�......W'_ .... ,%%. _.... . : .. -. %��.........................................=%................. �=� . ........ .... ...... .... '. '�l I ... ... ,....-.-.-- *.-.,..,.,*.,.*.,.,.*.,.,.,.,.,.,.,"",".,.,.,.,.,.,.,.,.*.,.,.,.,.,.,.*.,.,.,.",..""",.".,.,..�����,���f', ........ .-.=...-.-.�. .. .. - .......................w....w...... ,- J �... %=. �:.............. ..... ,. ...... - ........ ............................................................�.....................................-....................................,.-.....�-.........-.-............................,........ ........ .................. ......, L .... .-. ____ vl.........:...... .... ..W.�: -:....... - , .... ........�....... E. REFER TO PLUMBING DESIGN-BUILD SHOP DRAWINGS(PREPARED BY OTHERS)AND 04�.m , ................... ...... .........�................ .. � .............`-.' . �.....�.............. ....... .................................................................................................. ; . ............�����........... ........ _-5 .. 0 . ..................�� ...............=.....................................................................�.............. . . .......................................... ............ ...I........... -: X .... ............... ......................_�...............�.... V , :.:.:.:.:.:.:.:.:.:.:-:-:*.�-.-::�::�:: ..-.-w-r-r.p ... ........�..............�...............m . ................................................... ............................. .............. ......... .......... ..... ........................................ ORIGINAL PLUMBING SHOP DRAWINGS FOR COORDINATION AND LOCATION OF PLUMBING _p I. __j ....... ....... **....*.....*.. ............... 11 -1 I'll � ...... ..................... .... ". .... ...............................:.......... ... I.'. ............................................ I . :1,1 ..........�....... ... . .d...�. .......�.........�... .... .... ...... ......... � .. .... .....................�..._.. .......... ....... ��................... -----�.__. ..................�............... _............. - .-..-..........................................�...... ... - ..%........................ V'�l.-'_.l-'.l-'l`.l I.-I.I......". ...._ _ � . . EQUIPMENT,FIXTURES,DRAINS,SYSTEMS AND ACCESSORIES. 5 M��0 1 _.�.......�............�............. .................. ............. =__......... ... - ..............�................... 11. � N�:-I ......�.....�.-.���....................................�-_ ___.I.-.......-,-.-.-.-....-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-...-.-..-.-...----.-..-.-.-.-..-.-.-.-.-.-.-.-.-.-.-.-.--..- ....... ......1. . I ......................-......�....................... .....- .....�...... -.................. ..��..�....���................�-.-..��....... 0 . 9 i-i ....................... ........;...-....;..-.-.-...-.-.-..-.-...:=.-.-.-.-.-.-.-...-.-.-.-.-..-.-.-..-.-.- ...._ ...........�................. d - ...................�%.......................�.....�_.......�....�....�..........................I...................................... . ........................i.......-......._.. - ,:. ..... .....I..........................�............................................. .... . ......�...........-........................................-.........-.-.-..................��..................- ....=::..........-.-.-.-.-..-..-...-....-..-.............���......%%.......-- ......................................,.,......................-........�...........................I..........�-..........................�........ 0 .................-I.......�._.'...T.. .............�..............�............................."..,.................................%%............,......'.'.'.'.'...'.'.'.'.'.'..'.'.'.'.'.'.'.'..'.'.'..-'...'...'.........=:.....................%..............I.....�..__.-- .....................= .-.....................,.............,.,.,........",.'............,."..... - .............................,l........_.,.....-..%.= -- ". .'.'.'.'.-.-'.�---- --------------------------------�...................- _..........._........................w'........ -BUILD SHOP DRAWINGS(PREPARED BY 0 ERS)AND .................= . ..... . .............. .........�............. %'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'�............�.....'�'...-.'.-.'.-.���...............�............... ��w I . .4 - . .......................:..... .................. .. __:J:::!::::::::::::::::::::::i.,�::::::.::::�.'*.�.:..,.::::::::.......::::....-................................................................�..:...........................................�....................................�............. � ........��......�............-...........�.....................................�......................................��:�_�.. ...._............�. F. REFER TO ELECTRICAL DESIGN TH .............. . ........_.. ...................._.. -.....� . ......��.....................� ___ .=....'.'.'.'...-..........-.---.........-..........'.'.'.'.%.'.'.'.'.'.'...'.'=..'.'.'.'.".'.'.'.'�- .... - "" ........... . . . . . . . . . . ... ....�........ - - ..................... . ... ..... .......,. ._ . _�%...............................-.--.... .............::T:�:1.,-.*.*-.---..111:11:11�:.-.-.:]:�]:���--.:i�:1,�,:"",.*""","",***""","",**,-",*""', .............�....................... ............ . . ............................................. -.-.-.-..:�l-.-.-.-.%-.-.-.-.-.-..-..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..-.-.-.-.-..-.-.-.-.-.-.-.-.-.-.-.-,-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..-.-.-.-....-.-.-.-.-.-.-.-..'.'.'.'..'...�...........�......... ORIGINAL ELECTRICAL SHOP DRAWINGS FOR COORDINATION AND LOCATION OF ELECTRICAL C/) � .............. ����._::���=�......................................_.............�............ , ....I...........�_...�......�........................... .............. �............ ............__.....:.......::................................�............. .......4............ �:.'..�.�.. . �...%�.........-.-.-.-.-.-.-..-.-.-.-.-.-.-.-..-.-.-.-.-.-.-.-...............................-...................................�.. ............. 4_� , k .............. �.... .......................................... ........................................................*..... .. .... I . .....�..........................................................................-........................�....�"....,..,.......-.........,......................�..........................................-_-.-...........................-........%.......:= A..............*........****' , - -____�""`.,.,.,.,.,.,.,.,.,.,.,.,.,...,.,.,.,.,..*.,.,.,.,..-.,.,..,...-.*_.....-.---.....,...,.,.,.,.,.*.............,...:,_._..-..:.....f. ................�..................................I.............................................�.....................................�.......................�.............................. ......I........................I I......I...... EQUIPMENT,LIGHTING FIXTURES,SYSTEMS AND ACCESSORIES. U) (A � - . ............. " a �. -.....-.....-......�......_ ..... .............................................. . ..... �����:_.............�.... �...... �. . . . .. ........._.,. .1 ................... �___������ a_.sr.............,........... j .....%.............. ........................................................ ..-...........-.�..........................�.�.........-...-............................-.............-...........,-....... ,.....�.�.�,�.,.....,.....�...�.........-.............�..........................�................�...........�....-.............,........�........-.....-...............,...,..................-.�.....................�...........-.-...........�. ...-........... ... I....-.-.-.-.-.-.-.-.-.-.-.-.-.-..-.-.-.-.-.-.-.-.-.-.-...-.........-�.................�............�.................................................................� ....... ........................ ........I.................................... ...- '. . ................................__....I..............................I...............�..............................................................................................................................I I :,...-.-.-.-.-.-.-.-.-.-..-.-..-.-.-.-.-.-.-.-..'.'.'.'.'.'.'.'...'.'.'.'.'.'.'I.................................... .......:......-.-...-.-.,-.-.-.-.-.-.-..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'..'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.........................-...................._ -) ..... ..............................-.................�................................................=..........-..............-.-..................................................................................................................--.-.............................................�.�.., -_�.'.'.'.'.'.'.'.'�..............�................ Z a) C =....... .....................................................................................�...........-.............................��.��..�......-...�.�...............���...............��-...-......................................................................................-..............=�............................_ - ....... -.....-.-....-.-.-.-......-.-..-.-.-..-.-.-.-.-..-.-.-.-.-.-..=:...'.'.'.'.'..'.'.'.'.'..'... _�.......... __ __.............-.--.�-..�.........-...............-.........................�......... ...-..........-...................................�...,.............. G. CONTRACTOR TO PROVIDE WALL SHEATHING ON THE EXTERIOR SIDE OF ALL EXTERIOR - . -............................................. ............................... - . ... _...... ...................... .............................................. �: �� � .................I �_�� � .._.-.-.-...-.-==_____.__.......�............................................-..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.................................�.........=........................................_....�.......-....................��-..--...,- ...�....... Q- (_� Is =......... ��............,....................- ....................-,..................................................................,.�...,..............%..�.............�..........-.�.-.....�...�.......-..................2..................-.-.............-.......-.-,..........................-.-.-...........................-.......-............-............-.-..........,............-.......................................,.....'.............,....�....%.,.,.��.....�_... WOOD AND METAL WALLS,AND PARAPETS. ...�.... ..........................��.....�.... .......................................................................�....�............................._. I......�............. .....................�................. .......................................................-.-.....................................:..............=................�.,...........................................-�.�.............--..�........�.....�.............. ..___..___...._ � :.......,...= . I ................................................................................ .....�...�............-.......�..-..'�- 4 �! . ,. �.....� �= I ..........�................................. .........I......................................................�.......�...,. ........ ..... .......-..-..-.-.%-.-.-.-.-.-.-.-.-=..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..-.-.-.-.-.-.-.-.-.-.-.-..'.'.'. ......................1..............................�......%....... .............................. .................................. -...�.............. -� ...... ............ ............ ...�.....-..........--..........--...........-.................'....................,............%....................................-......-..........-.......-.-.-.....�.............. - .-.......--..............�.........-...........-........... .... ..... H. ALL DOOR THRESHOLDS TO BE LEVEL FROM JAMB TO JAMB.ALL DOOR JAMBS ON HINGE M -i.-) .....................%................................... �� .................- ......�- - ""-_ . ...�...�.......................�............-.............-.-...............,....................-..-...................................................-................��...............�...............�.............-....................-.................-..........-.....---...........-.�..........-...........�...... iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiim . e. .........................RlDafi��......... I - I ......................-.......�........ ...:. ..................................... .........................� ''.., _.... SIDE TO BE 4"FROM CORNER OF WALL U.N.O. pq �-, I I....... ...�.....-............... .............�...........................=... .....................................=.................�......�...... � ;r ................................................................I.................I.... .............�..............�.......... � . �%��:�-.:�:��.,-.�.....���������l.'.]�]������:�..�:�... ::-,:: u g .............I.......I....... ..................................... . �F! ..�_ ..................-.......I.���.!�i.:�-.E..E.-E�--�:-.!!..:-�.:�-.E..!!.�.............. .............................................. ___......-.........................................�.....�------_.. ______.__ :......r W.........�........................--I...- I - ....-.�......-..-...-.-...-.-........-.-...'.'.'..'.'...'..'.'.'.'.'..'.'.'.'=.'.'.'.'.'.'............................ .............-..-........-........-.-.........�..........................I........�......�............ . . .. . ....... - .......... - ...................................... . - ���................�.................�...........�..��... ............ ..........................�...............�......�....... .. .............�............�.....-.....�%.........................�.......=...=..........-.-.........-...................._......... .........................................................I.......I...................... .............................................. " r I '..`.-.`.`-I-.-.- .........._............................................................6.......... - �.�............�................���.......................... .......-.-.-.-.-.-.-.-.-.-.-.-.---.---.-.-.-.-..-.-.-.-.-.-..-.-.-.-.-.-.-.-.-.-.�-.-.-.-.-. ............................ .-.-.-.-.-.............................. 1. CONCRETE FLOOR TO BE LEVEL ACROSS ALL DOOR THRESHOLDS.MINIMUM 1/8�12 � P4 ......... .........=............................................" _... '.-�%.'.'.'.'."..'.'..'..'.'.'.'.'.'.'.'.'.. ...............�......�.........-.......-...-................'.'.'.'.'........-......-.-...-. -,...... -"'-- - SLOPE FOR CONCRETE FLOORS AT RESTROOMS WHERE FLOOR DRAINS TO BE LOCATED. .- ....... . ................ .......................:::-:�:�,::: . � .............�.....................I........ . ........................................................................................ .__ ................. ................................................ _..........�.......... ....=.=.................. ............... !? ....... ..--......... . .......�................ I. ................................................__..-l.-.-.-.-%%=.......................................................................................................I....................... �............... .4 ........... .�...........�.......�......�....... � --�.-.-..-.-..-......-.....'.'.'..:..'..'.'.'..'.'.'......'..'.��-.-.-.-.-.-..-..-.-.-.-.-..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..-.-.-.----.-.-.-.-.-.---.-.-.-.-�-.-.-.-.-.-.-.-.-.-.-..'.'.'..'.'.'.'.-.-..'..--..'......'.'.'.'..'.".'.-.'..'.'.'.'.'.-.'.'.'.'.'."'..=%.'.'.'.'.'.'."'.................,......� �%� �� -...:.,.����.*..*..�:�:]:�:�..*.**..�-'.:�:�:i:.'-.'.�:�:�:�:�:���,.r�:j:t% I .................................................................................................................................................................................. ...............I............................... . I ......................................................................-...................I...................................................................�................. .................�..............I............. . , - ........ .......................................=,==.................�...............�...........�...............-........................................ ........�...............-.....-........�... ...=. %.'..".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'............................................I........... ........%=........%............................,.............-..............................................................................-...................'�.......-........................-...-.�.............-.................................................................�.. ...... .... ........................_ J. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/CEILINGS AS NECESSARY TO @_ - _....,.,.,.,.,..%%." ............................. ..............i:�:�'::-.-%.-.-.-.-.-.-.=-.-..-.-.-..-.�.-.-....:....................................,.......... Q ... ... ........... '.. - - .............................:.. .......�.........f. . ..................................................: ................�.................................,........................... : .... .. .. .. .. .. .. .. .. .. .............. .. . . � " " ........... .............. ... ...(9 I................. ......... :......:.......� .......... ..................%% - -, .. - ,-*......................................................................=.-.,.w.-.-_.w...............q .............-- .......... .............. ............... - - .......... __ 9 -............... ..........__. .. ......... ....::�::::::::�:::::::::j .............................................................__ __ -'.-'. ACCOMMODATE INSTALLATION OF EQUIPMENT,APPLIANCES,FIXTURES,ACCESSORIES AND ..............I.-� .......... =:�................ ...........:=-.�..........�..�.�.......�............ ..................=....................... ..�-. -.-.%%-.--�-::= ...::::::::i:::�::..:..::::i�::::::.....:::::..::�:::��............�...................................................................................... .... -................. _Efl:.............��......... .... I�.�.....�...............=, ........... . .. .- . ...........'.........- .�.. _.........._- ---..- ..................,....................,............................................2:... ..,.........................�......- .....I......................C. I ...................... -_ ,. ...................................................... �:_ .-.-.-.-.-.-.-.-.-.-.-............. FURNISHINGS. .... . . . .............I.................. .....................=............................................................... .. .....�..........:... ....:......... .....=... ..-.�..............--.-.-.......-....�..........-..........%............................ ................___ - � A j: 11 ............... -.�--.-...-.-.-.-....%.-..-.-.-.-..-.-.-.-.-.-..-.-.-.-.-.-----.-.-.-.-.-.-.-.-.-.-.-.-. ....... ..... ................ .............%...... E ........ ..........-.................-...............:................................��....�........................... .......................................................... =.............. oep",._:_:_::�.-_:.:j:.:_ , ...............-�:��._ ............................. ........�.......�....................... ......... . ...... .....:........=.::==..........�_...................................................................... ....=.'-'.'.'.'--..-_............ -.-.-. ................................................................................. .... ", V - -- - ..................................................... .............................................. W . ....................................... ...... .1% I ...::�.. ..........�... .......�..... I.......... ....-.1... ........... ........ ...............�...................................................... ............. -- ............�.. .....................................�.....................................................I.............. ........ : -,.%......��:�:S.Lp .�.:.:.:.:.::�.:.:::,.,.,.,.,.".,.,.,.,--'-'-'-*-'-'-*----*---'-,..".--"' .-, , kRY To . "". ................................ - ..�.�..... RIDGE��_....:'.-'.-... .....�........�.............. .. .... .......... _.............�..�...��........................................... . ................... N .-.-.-.%.......- ......:� _.......�........................... ... ..........** ......�..............�............r......................ql......................................................................................... ........................I..................... K. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/CEILINGS AS NECESSi ....W............ _...�......�................... . . - .:... ..............I.... ..=..........:=.............................. . " - ......-....�.....mo%_.......................=:... ..... . ::.-,-.:.,. .....� ..�..... .......... I-:............w..................... I ........ . .. ......�.......... ......... - .,:::, ........6'........ ACCOMMODATE INSTALLATION OF FUTURE OWNER PROVIDED AND OWNER INSTALLED %..........__.....-----�'.'...'.'.'.'.'.'.'.'.'.'..'.'.'.'..%.'.'.'.'.'....=................ - .....- ............. . .. ... . _.. � -_ -''' 40 - r .17= .-I.............- I _.. ,. . . _.._.........._.. _. ....... _..... ..... --....-.-......'.'.'.'.-....�'��......�.......%...... - ....'.'..'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'..'.'..�%.........................--..--.-..- _....%=... ..................._...._. .. ............... .................�.......I I...... EQUIPMENT,APPLIANCES,FIXTURES,ACCESSORIES AND FURNISHINGS.CONTRACTOR TO I., :=.................I.......1%...............I..............==__.'....._._'..'_'...'_"... .. . -%.... ..*....... , ._......- '.. ......... -..,.,. ..._.... I.,... .......�....................... .............................................................................'............ -.. .........=.__..... . . .. . .... . -..-- .. . .. ... . F� .......................................................�..............�..................�.................... _. _... . ... .. Is .........�....__......................�.............................. -.......�.................................... � ... ...__......_....__.__ - -...:.11_ ...-.. ....... . . ... .. .. . ..... __.. ---..-..-...._........ COORDINATE BLOCKING LOCATIONS WITH THE OWNER FOR THESE ITEMS. 41......I � =%'..'.'...'...'...'.'.'...'.'.'.'.'.'.'.'.'.'.'.'....'-.'."".'."'."-'.'."""-....."................................................................. _...... ...............................................-..... .1�� � _. . . .. .. .....,....................................................�.�..........=........................................................ I ........ :....4 .%.= ._........ _'_�............-..-.-- @ .4 ......I..............=.:,...................................---..............=:.=...---.- --.--.... I �? .....1 .4 ... , ... .... . .................... - -................. ..... . ........... .....-1. �,": ...-......................._1...�..........-........... .%......-_-_.-...-...-.-.-..-.-...-.-.-.-.-.-.-..,.-..-......'.'.'.'..'..'...........:.........�=.--.._... .. :.�.:.�.��:��: ................ .............�.... ,.�6�... _... ....�...... ................................ m ..'..'.'.'....'.'....'..........-.-.,.....'.....-...'.'.'..'.�........................................�......................,.,... . b __ .._..j�j:j�j: :��:� �i:�:�!: - ........:::::::: ..........:.�.:.:.:.:.:.:.:.:.:.:.:.:.�.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.:.:.:.:....- R L. WALL FINISH TO BE PAINTED GYPSUM BD.EXCEPT WHERE FRP WAINSCOT OCCURS. =..........:=.......... .....................................................................................=....=........ .. 8 � ......%...................... -..--. .11 .. ..........................1% ... I .... . ............:.................. .-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..-.-.-.-.-.--.-.-.-.-.-.-..-.-.-.-.-.-.---.-.=...,.-.-.--.,,--..��... 12 .... . ..........�. ...: _....- --- ------ , ........................... ..........� . . ........... .. __=.. ..ld. .� "':......�.:. ................... ..........��..� ...:,,.,._ ::... ....... ...:. - "':......�...:. "':......�...:. _... . .. �...... ................................................. .......�...........................�........�........... .... ',,:......�...:._.................. J:.. - :�:......:�� _ ......... . ......... __ . 1................I...... ........... ............. . . ...... . , __ ...._. . . .... ................ .............�.'.'.'.'..'.'.'.:�.......I. .. �..._ . =1_._ ._- ___ ___ ... .............. ........__.............%.....%................. ...............................................:.......=.........................I .... ..-..:.m_. .�- 1,__ .....�...� . :::f:::::::::::::.:... .....I—-.....�....................................I ..................................................... ...................... I . _ M. CEILING FINISH TO BE SUSPENDED ACOUSTICAL CEILING SYSTEM,EXCEPT AT UM BD) v .. ................................................ ......................... .................... .__.................. - . - - - =_.._ .............�....................�...... . , ! . . . .........................=......................=... ........�...:.. .... . .........-.. ....-� I=1,�= -- _ ., RESTROOMS AND HALLWAY LEADING TO RESTROOMS(WHICH IS TO BE PAINTED GYPS ...%.:=% ........_�._ __.__.............. =�����.:..... . __ ..-....-...-....._...........-- -----�- , _...__...... . ........ ............_ ........................................ .. .. .. . . ... . ... �......6 ....................-..._.....- - -.-.-.��'.'.'.'.'.'.'.....'.'.'.'.'..................... .. ......... ...... ..._ :............... ..-.-..-.-.-.-.-.-----.-.�-.-.-.-...-.-.-...."..�...�......�.�....�..�...... ............1, ..,..__.....:..=:..._____...%..........- ...... ................................ ...... :.% ...--�-__'. _...- -.I-1 �.....- .%........... .......... ....�_._..._....... .....1... ......�...............�................�........... ...: ............I........___..... ....�...I.. . ......... I ... .'.'.-:.'.'.'.'.'.'..'.'�........-..-.-..--...- =�-,-.=..'.'.'.'.'.'.'.'.'.'.'.'�.'.'.'.'.'.'."'.'.'......�................. -- _,.._...,_...._.__._ ...__%..%......=...�%... ....�.......................................�.......�... ....... ..........�.....__......... .9!::�: - �...........__................. �..... ......................._-, -.... :... .................._�..�._.-.-.-........- �.........�.............................................. I ....._. __ ........� ................._ ..... .....�.......... . __... N. MECHANICAL,PLUMBING AND ELECTRICAL SYSTEMS(DESIGN-BUILD SHOP DRAWINGS - .... ........ ....... . ... ___...................____ -.- _. .......-.......__d..... . . .. ..................�...... _..... .........._,............ .......... ...................... .................. ...........................: . . .. .... .� .._.....-.....................................:..................._... _..................... =.... ..... ................... ......................... ..........................iiiiiiiiiiiiiiiiiiiiiiii .... __..__._..__.... . ...............................__ .�....__,.. ..............�................ . . _. . .. . . � PREPARED BY OTHERS)ARE TO MAINTAIN THE ONE-HOUR ASSEMBLIES. ____ ..................._............... - :::: .. ...... . .. . . . ... I .. .. ............�......._ .............. . -.....I-- ,. ,. :................:........�.....�........... .................."-'...... ................. ,. < .........:.....�..............I.... .... 11 ....____._ ............................................................................. :.: :.'.'�'.'..%._................................-...%.........%...... ...................................... ................. . - ..... ......................... %......... . .. . _ .. .._ -.....____.........................................................�............... . .. . . , _._...._..__.._____...._.. =1......�........._%...- t..:.:.::..�..:::::::�:::::::�::::::::�::::-:::::�..................1.15".."......=. %%f.*.................................................................... ...............��......... ........ ..... .....� .......................�.......�........................... .........�.....................: .......... - ".-_ -.-.-_..-....-.-_ -.- _ � .. .. .... I.........I.........�....�................................... ........... ........ : I ....__ ... .. .. ... ... ... ... . ..:::::::::::�:::::�.::::.::::.:.:::�:�:..*.:�:�:� .. .....=.............. V..........'............. 0. THE NEW ADDITION MUST COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE IBC -,,:.,,�.- ..,..:......... �....... ...... ........% . -......... .........._.. im 6 � ....... ................ . ....=%___.........-.-...-.-,- .-....-...-. _. .............�............ �........ . - .................W...................... .................... - , _.-..... . .............�......�.....�.. .............�................................�.... : ���:--- -- .................................................�......a...... % I ...........:_...% . . .-�....__. m.............�...... .......... W/WASHINGTON STATE AMENDMENTS.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ..... .............. ........�...%%.. , - . I—...........-.................... - " . .................... :................�...........�.....�.....��=%........ ....�...........�.......... . . . .... -...............�.... ....._.: > m . I . .........�...........................................�... �......................-....'.-.'..'.'..'..'.-.-......................................... ................., . ......=......... __.......... �..._11__....I... ..- -�..'.. "..""' ....... ................................ ..... i ..::::=..=:...... ......... . . .. ...... ........ ... .................................�............................................... ........... . . .......... _....__._......_ -.........1.�...................... - ............ ACCESSIBLE PLUMBING FIXTURES,RESTROOM ACCESSORIES,INGRESS/EGRESS,AND i %.--.-.-.-.-.-.-.-.-.-...........................................�-�................."............-............. ................... ......1%...................w... .................. ............�.... . .. .... ..--..-....- .. ..-.-- _j cli I . % .%,_.....%... ........... .. .%...........................� .. ... . . _... __ _... _. . ",.......%.... �...-.-..-.-..-.-.-.-.-.-.-......................................................�............. ......... .. . ... . - :..................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.�.'.'.'.'.-.'...r.............. ..................................................................................... ......... i I ....'.'.....'...'.'.'.'.'.'..'.'.'.'.'...'.'.'..'..'.'..'........ ........ .� I ....... . .... ,. : ....-..- EQUIPMENT THAT COMPLY WITH THIS CODE.THESE PLANS ARE SHOWN FOR CONTRACTOR'S -:;;r a] C'4 , .,.,.,.,.,.*.*.,.,.,.,.,.,.,.,.*.,.,.,.,.,.,.,.,.,.,.,.,.., ,.,.,.,.,.,.,.,.,.,.,..,....,.,.,.,..'.'..'.'.'............I....................................................... ................ I . ...................a......��;.�..-.'.'.'.'.'.-.'.......:.=.'.%%...... �....- _... _..... .- 1 _*. . .............................. ............................ ............. ................................-..--...- . - .- - __ >_ --f_.l'.l'.l'.-l..l..'.-_.._l.,-.'-.-.l'.-.*.-_.'-'.`.'..'...'.......,.........� ..........=rr....�mw....�...... m......................................... ........... ....................................... . ... ... .. ... .. ............... .................;... .............. . F ...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'. ._.--I.- . .... - _. _.. CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. dw-�_ uj ..........................................I....... ................-.1......... ............... ...... __ . ..- ___ - ..........� � ................................................ ....... . i %........................................ ... ..::: : - . ==%. -.....��.......ww_ ........ ...... , .. �� �% .......... - - __ . _........ ..........%:...........�........�. (3) i '.'.-.'..-..-�-.-.-.-.-.-..-�'.-.-.-.-.-.�.......��... ............... ....�............r....wr_.;....;..;;;;......................... . .- _ 10 - . ...C =. _�D A - . ......�..... ___-, ��.'.....'.'.-l.-...-.-.-.- �.-.-.-.-.-.-,-.-.-.-.-.-.-.-.%� = :.-4.4..'...: .'.'.'...'.'.'.'.'.'.'.'.'.'.....=..-.-...�.'--.....-.-...-.'.'.'.'....'.'.'.'...'..�.,�. -.--. _. LLL ............... .*�����'..'����.-.,.�������:��..'�'.'�:li�:::�:�.-..,�::::::::::::...�....� .-..... I ......=...............................:.......:=.............. .............. . P. CONTRACTOR TO CONSTRUCT CASEWORK TO COMPLY WITH THE WOOD WORK INSTITUTE 1 . . . ... . .... .. . ._______._.._......... . ...............V....................................%................................................. ............... ..... ................... . ;� t ............ ...................................... .-...-..-..- --.-. _......-..-...---..____. __..-...-............ 0� I ......... ...................:...... ........=.. ........................................... ..... ............... ........ ...... .: ............ ................. ............�........ . . ..... ... . . ....I............W.......................... ...-"V* ....... . ...... .. ....................................�.......0, �_. . --��:�:�:�:i,.",.,.,."]:�:i:i:�*.*...,::::: < I ...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..�... ��:11'................'..'.'..........::=..................................................................,......-........ ._�=.... .- �'-.&-L%m :�:...,�:.,..,�.'-."��:]:,..,I:i:��:i:�".,-..,]: ....�................. -.-- 4..�......................I—.,�........�......�.....�.............�.......,.,..�...�.�.......�................���.................��.......���.��....... (W.I.)-MANUAL OF MILLWORK'FOR CUSTOM GRADE ARCHITECTURAL CASEWORK. I ...................................... ....................................I......I..............................�=.. -..-. �...::.........� All.aa ...�...............................................�............ z -0 ..I..................................... ............................................................................ ....: ....- :.��...-..-.-.-.-.-.-.-.-.-.-...%.�I..... .�� ..................... ....�E ..:::���: ::� H . ......................�.............-....-....-........�.......�.......- - ��. .. ..j.. ..T................................. .......................................................................�....................... .. . . ..:::�t'..:�:�:�:�:�:�:�:j.-'.�:::�:�:::�:�...*.:.,...::�:�:�.::�:�..*.,.*.�...,.:.:, .......�. ...... .-.. . .- __......I....�.....�............,..�'.."..�.,...�.....�.....�.............�..."........�.......��..�.�.......'�.�...�.,..,..�..���....��., ..............I.....I......... ....'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'..'..'.'.'.'.'.'..'.'.'.'.'.'.'..-.'..'...-.....-.-.-.-.-.-.-.-.-.-.-.-.�.-.-....-..-.-.-.-.............-...�-.-.-.'.'.'.'...... ...... .......z._.....�......... ::........._..j._ ..........�..............w.. ..;.....�.;....r M. T.S mm�: 5- i� ..r.. �.........................4.44..........=d................_.:��:.:._ - ..........�.�.............,.....�...�..................................................................�........... ................................................................................................. - - _. ... ............................ ......... . . .. .. . .. - -_._._._.__._.__.__.__._.._...._ . ................................................................................................. . . ........... .......... .- .. . ....�:.--- ...........-..�.........%�.............. - ....- - iff. ...-. . . . . . . . ... . Q. CONTRACTOR TO PROVIDE PLASTIC LAMINATE COUNTERTOPS Wl WOOD SUBSTRATE,4" , .............................................................................................. ... ...........__..... I .... ............. ................ ____ -_......................................................._ ..--[�-:�::.-.::i:�:::�:.,.-.'..:�:j:�:�'..:-.'..:.,.�:�:�:�:�:�::...:.::�:��:�'�::::::,:::,.".,.,.,.,,..,.,.,-'-'-'-"-'-'---'-'--'-'-'-'-'-'-*'-'-'-'-'-'-'-*-, �... ..... .............�.....__.- -=........ ...............'�...........%........... ...................... ................... . . . .ff::�::::::::::jlE . i.- - --:1-f. ......... ...�................. ................... ................. .........�........... Z) �->- ,� .. .�=..-.-.-..-.-.'.-.'..-.-.-.-...-.-.-.-.-.-.-.-�-.-.-.-.-.-.-..-.-�-.-.-.-.-.-.-.-.-.-.-.-.-.-,-.-.-.-.-.-.-,-.-.-.-.-.-.-......�....... -- ....��..........=.............. ................ . .................. ................. ..............................�........... 0.......76:: __ �����=...�.....�.".......................... .......- _.,_........�......__ .. ... - .... ........ ............. . -.-.. -.-.- -__ .......- - . TALL COVED INTEGRAL BACKSPLASH,SQUARE EDGES,CABINETS,CABINET DOORS, - ...............-....I ".. 1*I ..........�� ........... ............ . - . . . .....f.........-..............,......�.�.�..............�.�.........�. .- .. 'Y ADJUSTABLE SHELVES,DRAWERS,FALSE FRONT PANELS,FACE PANELS,SCRIBE TRIMS, ................................. ....I. ............................. ...........Rba.......I - -....... .......... � ___.....�.... ................. . ...... 2m........... :..... 1:�::::1:-�-.:::�:�:�:�..'.'..,:�:�:�:�:�*.*.'.'...'..�.::......%.............-.-.-.-.-.-.-.-.-.-.-.-.--.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.--.-.-.-.-.-.-.................................. ....I. ............... ...F. :.....'..'.'.'.'.'.'�.-.-...,."'.'.'.'.'.....=.:%............ .......w w . ..... ..............._....- .... ........ ....._...._.. ...........�.... ......_ .. �................ .......................................................................................................... ........ ........�..............�...............17.1. ........��... .... .......... .- ...-.. 91TONEWAINAND. . .... ...._....- f :=.'..'..'.....-.-.-.-.-...-......::;:..'.'.'.'.-...-..-.-...-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.�.-.-.-.-.-.-.-.-�-.-.-.-.-.�-.-.-,-.-.-.-.-.-.-.-.-.-.-......... ............-......�..... ........ .............'........'................... .:::.::::��..-..��:�.:%............. . 3rm.:_- - - . X0. ........... ... _.. _._............- .-...... .. .............................................. ... .. -.-- --.--.. ...........�............ * - ....................................�............=......."........... _... .. _ _ �_ F LOCKS AND PULLS AS REQUIRED BY THE OWNER. � ............................................. .............. ........ I ...............................�............ .... :::....-. . . . A...-��� : 0 0�2 0 ,:j.:..� ::.:.::.-.:.:..:.:.-.-..::.:.:.:.:.:.:........�..................................�.............................. .......... ....... ................�....�.... �..�............................__ ......... ..::. .................. .....�....- ; -......_ ......... _ ................... ..........=....... .... ..........�........ ........ .................... ...... .......%................. ............,......... ............... .. . -. ............ .:. �, " .. ����.......�................�.....%.......... . ... . ........... ............=. ..............w. ......... .......... .... .-T.-T.......:........�......M .iz:::�;-��:�:�:�:�:�:�:�:��]��::���i���i��--.- ....................... -.........=. ................:.......... ............ - . 0 I— � ...... ...........................=........... �............... :...... - __ - - ............ f .........W._....%=__..-...%......_... . ........... ....................... .................. .............=........ __ ... ........................... ...........W�................... . .., . R. COPY MACHINE,PRINTERAND FAX EQUIPMENT SHOWN(C,P,F)ARE OWNER-PROVIDED, .............................�......................... .....:._ _ ::::::::::..._.,, . .............. ..... ....,................................... .. .......... ........ . .........:=............�......:._....... _ .:.. .;:::: ........�...._,- - .....�............� .................... - - m........; . .....�...- . - ........ ................. .......-,......:........ .. .........�......-......� .. __.......�....... I I I ": -:-:-:::.:.:.:.,..:.*...,.:.:.:.:.,.*.,.,.'.'.'.'..'.'.......'.....�..'.......*.".'.'.*.'.'...'...'...'.'.'.'.'...-.-.-.-.--.-."..,.............".'.""-".'.""'.*.*'.'.'."'.'.'.'.'.'.'- �....................... -� -*1*1* __._._.____..._____.. .__. -INSTALLED CONTRACTOR TO COORDINATE AND PROVIDE TELECOM UNICATIONS 0 0� 0 . .. ....�__ �_, - ----. ............................................................................=,%....... ..... ...... ........... - . . . ... . ... .. ___.... .. --- . .. . . OWNER M '.'.'�..............................-............................. �...� ..................% _.- ...p. I ................�............................................. __...�...�.... 'It.,%- ........I..........=...... i ..-.-..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-I,-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-,-I........................................:.......... .... ...........�.......I.......I......................... .......:..- - -........................... . .................,..��"..,........-....-..-.................................................... . . .............. _....�...............-..-.....- <W � - ................................................................................,.:::::::.�;! ............ -..-...-...- w........:..........- __ - - __ iti.. ............._... .�......-.....................-.....................�... � ; ____.__..._ AND ELECTRICAL CONNECTIONS AS NECESSARY FOR A COMPLETE INSTALLATION. .. . ......................: - _j W�Ait�:��_ , - ............'.... .. _..%.:......%....,, - .���. ......=%�=.�.%=......-....-.-.-.-.-.-...= ..........................................- .�................ ___ ,-.--.-.-.. .-.-.-.-.-.-.-.-.-.-.-.-.-S-..12.-..-,.,.-....-..-..-..-..-,.-..-..-..-.......-,-.-....: - -1 .- r--------K-----------I --- ( i� ............. .........._......M.. .:.:.:.:.::, _.. 'l ::::::::::::::::::�..... ... . F I �� -0 S. PROVIDE CONCRETE CONTROL JOINTS IN SLAB PER STRUCTURAL PLANS. a) z F - ..... :1 :::*:::::::: ::::� - .t - . . - *111111= E ....... of D 4_::;'*.........*............*.........................................***'*......*..... ..:.... ::::: Le -t - --o 0 m: 5 .. ..��...........- .,S 9PkPM AR < ...........................................................�R.: ..*.��......*......... I (N)ONE-HOUR -1--------------------------------------------------- �.. .......... .. ......... .........I............. .1 L,) BAN ra-REWWUN) DOITION : CEI i - � .1 ............ ...�.%:. .'.""'.'.'.'.'.'�'..'.'.'�"�.'.'....... ...........................�AT.yp ,It % .y::::::::::::t;: - ---. . .. . .......,--- ............. - -".- ........=.. 1:. i . ..............:..........:�:............... w ....................... . LING � T. .-,-.-.-.-.-.-.--.-.-.-.-.-.--.-.-.-.-.-.-.-...-.-...-..-......m......- ........'.'..'..'.'.'.'..'..'.'.'. :......... __...:_..f. . T. ALL OVERHANG DIMENSIONS ARE FROM FACE OF EXTERIOR SHEATHING AT WALL,FACE �_ (D 0 . ..... ........:.::...:. a ....................................................... ...........................................�.....�.......-i ............... .........................................�............1. N ASSEMBLY I ......................................................... ...-...................����.:.�:�.:.::::�:�:�:::::::::::::�::::....%I � .......................................�.............,.............................-...............-,....... ......,.........................................�.- I - -__ (VOLUNTARY) OF CMU,OR EDGE OF BEAM,TO EXTERIOR EDGE OR RAFTER TAIL. .............................. .....�..............�.........:.-....:.. . .......... .....� 0 1 ......................... ........... ...=*.. ................... .................:._.. ...:1 -_ --- C C3� 1� 0� � I...............................�............. ` --------------- �...... . ...... ..._ � .....�................I.......... . ............................i .........-.-.. (D Ell 11 'F U. PROVIDE ATTIC VENTILATION(CONTINUOUS 4-WIDE EAVE VENTS AND RIDGE VENTS)AS < . .... .�d.d.:.:........... f !? A' ......... :�:�:�:.'-*��:�:�:�:�"..-.'..�:]:�:�:�.*,.,*..�:�:�:� :]:����l .....:....-_.... ... ..�......_..T wI...:..............-...................�= ...---�...................I.....%..... I !�R A 0 8 1 -.........**......* f.*..'.gp--.,** �:�:.:�::�:::::....:::::::::::I:.:i:I ___ :.,.F-.'-.'*.'.'.�:� ,7 i - ........ I .__.. __ 123 : rl-2-41 i . I.1�]:�i:�:�:::��:.'..-�:�:i:�-..-..'-....*�:�:�..:..-..-...�:�:�:�:�..--.-.."'.:�:�:�:�:�:��:�:�:�:�,.:.*.'*'.:�:�:�:.-".-'.:�:�:�: :.:.,�. .�:��.:.:.:...�:..�: - . ...,.......� ....=... . " I ......._'____... .............. �...__ : --- V. PROVIDE GUTTERS AND DOWNSPOUTS AS NECESSARY TO ACCOMMO ROOF ........ ... ...............- I ............:..........,...........,...-,�: z ...G,'R........-.. . ..-.�:::._. I .............�........ -------L------------------ I . .....,i:�.*.,-*-'�.*-.��i��'*..-'*..-'������i.-'-.,..,.*.*.-.*.���i�����,-....l...t , I DATE � . I .. . Q i:j�",f�,�:�'*..'*�'..'�*.",.=..............,:..................��. .� .�.::::::::��.':�:�:�:....�:�:�:�:�:�..�:�:�:�:�::::.,.::::::::::::�:::t:� I ..-.--- DRAINAGE,AND AS SHOWN ON THE PLANS.TIGHTLINE TO STORM DRAINAGE SYSTEM. ....................................... 1 ...=..'.'.'.'.'..'.'.'.'.'.'.'�..'. W: - I � I? I I -......................................................,.....� ...............%........................,.....................=........T.I . �j , ...............=...................... (N)BA E CABIN T'COUP rERTOP, . �... .......................................I........... ...... ................-....... ............. a ......------ : . .....�__.......a-___... %... .....�...�....�_.......4 . - &UPP R CABIN ABV. --,@ W. GAS SPACE HEATING SYSTEM TO BE PROVIDED. � I I I I "I (D_ - - - - - - - - - - - - - - - - - - - - - - - ----- 2,;� --,--,--- T - - -r -@ (D 6-01, b RELOCATED 0 I -, . I I �p 11 i I � I : - . , CLEAR _'. MECH.EQUIP. � I . 1 I I I 1 . �? all I I I �0 2 �� <�> 4K! (N)CONC. ED ONE-HOUR RATED ASSEMBLY NOTES: E _-, 'r< i I I I 5 - r_r < ----I . � JN EQUIP.PAD . , :,,. ___G A. VOLUNTARY ONE-HOUR ASSEMBLY IN THE"FILE STORAGE"AT EXTERIOR WALLS AND Z, (&- - - 4 - - - - - - - - - - - - - - - - - - 001 _____l I -0 (D--� F 1� ......I--------------- � INTERIOR WALLS ARE TO COMPLY WITH IBC TABLE 720.1(2):ITEM 15-1.12-2"X 6"WOOD STUDS I ?I i I . __03 11 �v Ff2fl ]FE @ 16-OIC WITH DOUBLE TOP PLATES,SINGLE BOTTOM PLATE;INTERIOR AND EXTERIOR SIDES -9 1 1 6:12 8 6:12 1 1 0 -J COVERED WITH 518"TYPE'X'GYPSUM WALLBOARD.4'WIDE,APPLIED HORIZONTALLY OR I I I I SLOPE i2 SLOPE '!P v I I . E TICA LY WITH VERTICAL JOINTS 01 STUDS,AND FASTENED WITH 2-1/4-TYPE S DRYWALL . I z CREWSL I I I �� �-- S R ,SPACE 12-OIC.CAVITY FILLED WITH 5-1/2'MINERAL WOOL INSULATION. , I � 1 1 - � 8 - 7, � . I I i i v <�> - 1,11. ::. 14'-Il" -� B. VOLUNTARY ONE-HOUR ASSEMBLY IN THE"FILE STORAGE"AT THE CEILING IS TO COMPLY - . I . A � WITH IBC TABLE 720.1(3).ITEM 21-1.1-BASE LAYER 5/8'TYPE'X-GYPSUM WALLBOARD 5 1 � 1 -�I--,- 1 1 - _-� STAPLED TO RIGHT ANGLES TO JOIST OR TRUSS 24"O/C WITH 1-1/4"TYPE S OR TYPE W I i V 9 ., 0 (NA)WORK 11 . DRYWALL SCREWS 24"01C.FACE LAYER 518"TYPE'X'GYPSUM WALLBOARD OR VENEER BASE - (N)RIDGE VENT SYSTEM TO MATCH(E), 0 1 1 ., REA I 0 am �- ' N APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1-7/8'TYPE S OR 10 ilill I I JN2L 5 , E�'ll I I TYPEWD L SCREWS 12"O/C AT JOINTS AND INTERMEDIATES JOIST OR TRUSS.FACE I w I �l 1 1 RIDGE RIDGE I I G I FlT7l ; � 21 LAYER TYPRYWADLRYWALL SCREWS PLACED 2"BACK ON EITHER SIDE OF FACE LAYER END & . - � 11 . 0 . . . , � - 9 . -_ -_ I JOINTS,12*OIC. � � . I i I I I I � -3 MR. ,�--- ? C. PROVIDE FIRE SEALANT AND FIRE CAULKING AS NECESSARY TO MAINTAIN THE , __ ��4 _ . --- :9 . I A � _.Q�. L---- E., -_ 3 ONE-HOUR ASSEMBLIES AND TRANSITIONS. 1 1 �- i i - 2'-2 11. I Lx-o.F97' Im I 1. Q . m ; 1 4 N)ROOF TO MATCH I r 2 r 9 I I : , N 9 .1 I ( . ., .. E A D. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED PER UBC 708. z i! . (E)COMPOSITION SHINGLE � I 1 6 - 129 , I I ROOFING SYSTEM� 1_� 1� � < � i el I §__-( "_� I I I - j I i 0 ,I � <�> . I I E. THROUGH PENETRATIONS OF WALLS AND PARTITIONS TO BE PROVIDED PER UBC 709.6. � . I I v z I i i i � (N�WORK 0 81 F. THROUGH PENETRATIONS OF FLOORtCEILINGS OR ROOF/CEILINGSTO BE PROVIDED PER REA I __ . g <�,��F13.1 (a� A2... UBC 710.2. < z I � 1 6:12 0 6:112 i I (N) < SLOPE 9 S I FE -i �-I i w LOPE ----i I I �.6 - I G. THROUGH PENETRATION FIRE STOPS TO BE PROVIDED PER UBC 714. z 5- -i L --- I I I I .2 . - - � i I Ir-------I � <Ll I WALL TYPES: SYMBOLLEGEND: I.. - 1 __4 - - - - - - - - - - - - - - - - - i i I 9 M H(E)EAVE - - P�_�A I E= 0 LL i C>- - - - i - - --� - -0 Q - I I 0 0 ir IL '� I 1 , i � ( �� . MATCH(E)GUTTER AND I I e 1 1 'I I 'I . �> �4) E (N)OFFICE<�> � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (E)CMU VENEER WALL Wl 1"MIN.AIR SPACE, 2A IOBC FIRE 0 0 0 1 DOWNSPOUT SYSTEM I 1 . .9 - § ( w . P-33-1 " . i . ��__ - E)2X6 WOOD FRAMED WALL @ 16 W X4 WOOD FRAMED WALL @ 16 1 i i X 12M 11 i i [L�- 011C. FE MOUNT zff I I 1. . 12!-6" (E)2 :OC M EXTINGUISHER 0 -i 0 1 � . : 9 I 1 1 1 tp TOP 48"A.F.F. U) < U- cr � � T L - , . 1. - (N)CMU VENEER WALL W/V MIN.AIRSPACE I , � - - - . . [NFPA CH.101 t 4 - - - - - - - - - - - - - - - - - - I :::::::::::A::=::::::_ - , I - - z* 0- - - . . " L__4: - ::::::::::::: I r - -0 0�-' IV-8. Voi,ot 14�4" � W-r i I,V-8" � ,8�L_, " "C) C==== (N)2X6 woon FRAMED WALL @ 16.O/C lI""`_ E: i 3V-V - LOW-LEVEL IIIIIIIIIIIIIIIIIII DAT 3/14/05 i� . . . 4,V-F 1 1 1 1-0" (N)2X4 WOOD FRAMED WALL @ 16'O/C 0 SELF-ILLUMINATED I E 11 I I I EXIT SIGN DESIGNED: T.R._ 2 DIRECTIC, 2 -_ NORTH 6 6 6 (b NORTA 0 0 (VOLUNTARY) ARROWS AS NAL E /lA_� ,q) 0 0 - (N)ONE-HOUR RATED WALL ASSEMBLY wl W DRAWN: K.W. I NECESSARY JOB NO: 6604 . V 0 2' 4- 81 le 0 2' W v 16 - (N)INTERIOR OFFICE PARTITION(48-HIGH) . M I j I I I., I ... N Z'!� ADDITION ROOF PLAN Z"�� ADDITION FLOOR PLAN SHEET., - ___ .1 . Adm�� 1 m mummmmm� F.-�-.:� AREA OF EXISTING STRUCTURE TO [IBC 1006,1011] Lu .- .. ;1: 1� Ll) SCALE:118-V-0" �j p SCALE:118"=V-0" L..........i REMAIN AND BE PROTECTED IN PLACE �i 0- A2.2 mi -i � I I -- ----- --T-.7- 1 � I , 1,�, I I � I �. . 11 .1 I . I . . I I . . I i - - ; I � 1; . .�!, ,, , _. ,, 1 , I I I I ., '' 11. , I 1. . 1, - . -If fG.11",I I REVISIONS: ADDITION RESTROOM PLANS AND ELEVATIONS NOTES: 0 A. REFER TO ARCHITECTURAL SITE PLAN FOR FURTHER INFORMATION ON SITE 1. -- -- 1•-0" IMPROVEMENTS,ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. 2• s-0L La-„^ 3. ACCESSIBLE B. REFER TO FLOOR PLANS,DOOR SCHEDULE AND TYPES,WINDOW TYPES,AND 4 LAVATORY RESTROOM ELEVATIONS FOR FURTHER INFORMATION. C. REFER TO STRUCTURAL PLANS FOR LOCATION AND SIZE OF STRUCTURAL q °' ELEMENTS AND COMPONENTS,AND FOR FURTHER INFORMATION. F m a o o D. REFER TO MECHANICAL DESIGN-BUILD SHOP DRAWINGS(PREPARED BY OTHERS) d a W q q HALL E ACCEE BIBLE PLASTIC FOR COORDINATION AND LOCATION OF MECHANICAL EQUIPMENT,GRILLES,UNITS, of 11.ro m 13 ,27 O __'_ 6-0• A28 LAMI TECOUNTERTOP SYSTEMS AND ACCESSORIES. in R1pc09�y E. REFER TO PLUMBING DESIGN-BUILD SHOP DRAWINGS(PREPARED BY OTHERS) ACCESSIBLE HIC H/LOW 4.-0. ` FOR COORDINATION AND LOCATION OF PLUMBING EQUIPMENT,FIXTURES,DRAINS, DRINKING FO NTAIN SYSTEMS ACCE SIBLE i ------- - AND ACCESSORIES. _m_ J WATE CLOSET x `4 FIBERGLASS REINFORCED PLASTIC r+-------- • F. REFER TO ELECTRICAL DESIGN-BUILD SHOP DRAWINGS PREPARED BY OTHERS) - i SPLASH GUARD BEHIND D.F. FOR COORDINATION AND LOCATION OF ELECTRICAL EQUIPMENT,LIGHTING FURORES, U] � e 4 ACCEELBLE GRAB BARS SYSTEMS AND ACCESSORIES. Z W ACCESSIBLE HIGH/LOW L_______ i ACCEE BIBLE SEAT L'3 a DRINKING FOUNTAIN G. CONTRACTOR TO PROVIDE WALL SHEATHING ON THE EXTERIOR SIDE OF ALL H 171 3! �' COVE DISPENSER ACCE IBLE �q? _ EXTERIOR WOOD AND METAL WALLS,AND PARAPETS. � COVED RUBBER SOAP DISP ENS L o WALL BASE OPEN c tD H. ALL DOOR THRESHOLDS TO BE LEVEL FROM JAMB TO JAMB. Q 0 ACCEE SIBLE TOILET W i PAPER DISPENSER I. CONCRETE FLOOR TO BE LEVEL ACROSS ALL DOOR THRESHOLDS. v \�fl i J. ALL DOOR JAMBS ON HINGE SIDE TO BE 4"FROM CORNER OF WALL U.N.O. ACCESSIBLE ACCESSIBLE PAPER a E.Q. E.Q. "MIN K. MINIMUM 1/8•:12•SLOPE FOR CONCRETE FLOORS AT RESTROOMS WHERE FLOOR MIRROR DISPENSER AND WA AND WASTETE RECEPTACLE DRAINS TO BE LOCATED. � NORTH WEST s-0^ a-,r m L. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/CEILINGS AS NECESSARY TO ACCOMMODATE INSTALLATION OF EQUIPMENT,APPLIANCES,FIXTURES, ACCESSORIES AND FURNISHINGS. NOTE:NOTES AND DIMENSIONS SHOWN ON EACH WALL ELEVATION APPLY TO THE ENTIRE ROOM,U.N.O. M. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/CEILINGS AS NECESSARY TO ACCOMMODATE INSTALLATION OF FUTURE OWNER PROVIDED AND OWNER INSTALLED EQUIPMENT,APPLIANCES,FIXTURES,ACCESSORIES AND FURNISHINGS. DRINKING FOUNTAIN ALCOVE ELEVATION RESTROOM ENLARGED PLANS CONTRACTOR TO COORDINATE BLOCKING LOCATIONS WITH THE OWNER FOR THESE 2 SCALE:1/4"=1'-0" NOTE:DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND ARCHITECTURAL ITEMS' 7 CASEWORK,AS WELL AS NOTES ARE SIMILAR IN BOTH TOILET ROOMS. !�� N. WALL FINISH TO BE PAINTED GYPSUM BD.EXCEPT WHERE FRP WAINSCOT OCCURS. O. THE NEW ADDITION MUST COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF W THE UBC W/WASHINGTON STATE AMENDMENTS.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESSIBLE PLUMBING FIXTURES,RESTROOM ACCESSORIES,INGRESS/ m Cl EGRESS,AND EQUIPMENT THAT COMPLY WITH THIS CODE.THESE PLANS AND Cl ELEVATIONS ARE SHOWN FOR CONTRACTOR'S CONVENIENCE AND DOES NOT LIMIT OR L O Z 0) RESTRICT THEIR APPLICATION. r P. CONTRACTOR TO CONSTRUCT CASEWORK TO COMPLY WITH THE WOODWORK O Qa INSTITUTE(W.I.)"MANUAL OF MILLWORK"FOR CUSTOM GRADE ARCHITECTURAL �! CASEWORK. W Z � Q. CONTRACTOR TO PROVIDE PLASTIC LAMINATE COUNTERTOPS W/WOOD O Q Y O SUBSTRATE,4"TALL COVED INTEGRAL BACKSPLASH,BULLNOSE EDGE,COUNTERTOP O , SKIRT,FACE PANELS,COUNTERTOP SUPPORT BRACKETS,AND SCRIBE TRIMS AS Q 0 Z REQUIRED BY THE OWNER. R. PROVIDE 1"MIN.REVEAL FROM FACE OF SOFFIT TO FACE OF UPPER CABINETRY. Q J S. PROVIDE 1"MIN.SCRIBE TRIM WHERE CABINETRY ABUTS WALLS AND SOFFITS. '* Q T. PROVIDE CONCRETE CONTROL JOINTS IN SLAB PER STRUCTURAL PLANS. z 11�■� g FIBERGLASS REINFORCED U. RESTROOM ACCESSORIES TO BE SURFACE MOUNTED AND FINISH TO MATCH(E) u PLASTIC WAINSCOT RESTROOM ACCESSORIES.MOUNT DISCHARGE AND CONTROLS AS SHOWN FOR ACCESSIBLE MIRROR ACCESSIBILITY AND INSTALL PER MANUFACTURER RECOMMENDATIONS. O h 6"MAX 12"MAX. 64"MAX. * - ACCESSIBLE LAVATORY 36•MIN. ACCESSIBLE TOILET 42"MIN. V. WALL SURFACES AT RESTROOMS TO BE SEMI-GLOSS PAINT OVER WATER SEAT COVER DISPENSER FIBERGLASS REINFORCED TOWEL DISPENSER RESISTANT GYP.BD. O ACCESSIBLE PLASTIC TOWEL DISPENSER LAMINATE COUNTERTOP PLASTIC WAINSCOT AND WASTE RECEPTACLE ACCESSIBLE SOAP h WI APRON DISPENSER W. CEILING SURFACES AT RESTROOMS TO BE SEMI-GLOSS PAINT OVER GYP.BD. rc ACCESSIBLE GRAB BARS - DOOR X. FLOOR AT RESTROOMS TO BE NONABSORBENT AND SLIP-RESISTANT SURFACE. 6 ^ c 1"qn COVED RUBBER COVED RUBBER WALL BASE i o Y. FIBERGLASS REINFORCED PLASTIC WALL PANELS TO BE INSTALLED OI WATER E WALL BASE _ RESISTANT GYP.BD.INSTALL PER MANUFACTURERS RECOMMENDATIONS WITH z WRAP DRAIN AND HOT N v iv WATER LINE PIPES WITH v iv MATCHING TRIM,TRANSITION STRIPS AND EDGE MOLDING. INSULATING MATERIAL ACCESSIBLE TOILET _ 1 1 b" ACCESSIBLE WATER PAPER DISPENSER 9' ACCESSIBLE GRAB BAR CLOSET NORTH EAST SOUTH WEST w 5 n NOTE:NOTES AND DIMENSIONS SHOWN ON EACH WALL ELEVATION APPLY TO THE ENTIRE ROOM,U.N.O. (N) WOMEN'S TOILET ROOM ELEVATIONS 0 w SCALE:1/4•=1'-0' W(NEW MEWS TOILET ROOM SIMILAR) Z V SYMBOL LEGEND: J J O 3 LOW-LEVEL SELF-ILLUMINATED EXIT SIGN WITH DIRECTIONAL ARROWS AS Z 1.1.E NECESSARY[IBC 1006&1011] W s Z O W 0 0 _3 WALL TYPES: I— Cc w - (E)CMU VENEER WALL W/I'MIN.AIRSPACE, Q Q (E)2X6 WOOD FRAMED WALL @ 16"O/C, uj (E)2X4 WOOD FRAMED WALL @ 16"O/C /A ® (N)CMU VENEER WALL W/1"MIN.AIR SPACE V o (N)2X6 WOOD FRAMED WALL @ 16"O/C I- DATE: 3/14/05 3 0 (N)2X4 WOOD FRAMED WALL @ 16"O/C C DESIGNED: T.R. E 0 (N)ONE-HOUR RATED WALL AND CEILING DRAWN: K.W. ASSEMBLY(VOLUNTARY) JOB NO: 6604 (N)INTERIOR OFFICE PARTITION(48"HIGH) uj V SHEET: r--- AREA OF EXISTING STRUCTURE TO �\ //�� _ REMAIN AND BE PROTECTED IN PLACE a A • J. a REVISIONS: A B Y T D F G n 1.. 2. 3. 4. 15 16 4 22 8 4 12 7 16 15 I 1q 5 aa o 6 of of mm�a Ng6C; aaiOmmbb I � � — 1 � E , DEMO(E)BUILDING I I H � W a AS NEEDED TO ACCOMMODATE I I h-1 (N)ADDITION COLJNTk Q � d CORNER $ CORNER a GO NE CORNER S CORNER ORNER CORE CORNER � �❑ �❑ I O N KI Q D 10 M m 0 Jco N m N Z � 1 2 3 9 21 14 Alo 910 9 1 2 3 10 9 10 9 23 z O O 8'WIDE W/ 8"WIDE W/ 1/2 REVEAL 1/2" REVEAL ®EXTERIOR ELEVATION KEYNOTES: f ->' z Lu 1WEST DEMOLITION ELEVATION 1. 4x4x16(WxHxL) CONCRETE MASONRY VENEER W/ SPLIT FACE FINISH. ro Q Y O SCALE: 1/4'nt'-0" 2. 4x8x16(WxHxL) CONCRETE MASONRY VENEER W/SPLIT V 0 Z FACE FINISH.BY ARCHITECT. J .......... 3. 10x4x16(WxHxL)CONCRETE MASONRY SLOPED CAP. T Cn 1 Z SAWCUT WIDTH IN HALF FOR SILL CAP. y Q J 4. EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.) H (p 5. PREFINISHED METAL GUTTER. COLOR MATCH METAL ROOFING 6. PREFINISHED METAL DOWNSPOUT. COLOR TO BE SELECTED BY ARCHITECT. i I SHINGLE7. COMPOSITION ROOFING O B. CEDAR FASCIA. COLOR TO BE SELECTED BY ARCHITECT. 15 8 7 T T 16 15 8 13 12 4 15 9. PREFINISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING. z CLEAR ANODIZED FINISH. 10. SPANDREL GLA Fl GLASS. TO BE SELECTED BY ARCHITECT. m 11. PREFINISHED HOLLOW METAL DOOR AND FRAME. 12. PREFINISHED ALUMINUM LOUVER UNIT AND FRAME. COLOR TO BE m SELECTED BY ARCHfiECT. . REMOVE(E) LOUVER FOR 14. METAL LETTERS. 12" HIGH. STYLE AND COLOR SELECTED BY E INSTALLATION @(N)ADDITION ARCHITECT. Z 15. METAL RIDGE VENT. FACTORY FINISHED. COLOR SELECTED BY c ARCHITECT. 16. DECORATIVE EXTERIOR LIGHT FIXTURE. F I I 17. DRIVE-UP LANE CONTROL SIGN WITH OPEN/CLOSED INDICATORS. TO BE LEGIBLE FROM 30'-0". SWITCH ®TELLER LINE W/ X REMOVE(E) I I LIGHTED INDICATOR FOR "OPEN"CONDITION. 4' LIGHTING FOR INSTALLATION @ 18. N.I.C.AFTER HOUR DEPOSITORY. p (N)ADDITION(TYP.2) I I 19. N.I r^.C. BULLET RESISTANT DRIVE-UP WINDOW. VJ 20. N.I.C. ELECTRIC DEAL DRAWER COUNTERETTE. Z 21. PREFINISHED ALUMINUM STOREFRONT DOORS W/SIDELIGHT& O m TRANSOM. CLEAR ANODIZED FINISH. North_COUNTY BANK I 22. PREINISHED ALUMINUM STOREFRONT RADIUS WINDOW W/ INSULATED GLAZING. CLEAR ANODIZED FINISH. Q 23 SIGNAGE . ELECTRICAL SERVICE METER. 3 FOR INSTAREMOVE LLATION @(N)ADDITION - / CORNER CORN O CORNER DEMOLITION EXTERIOR ELEVATION NOTES: Z J I.LI A. REFER TO DEMOLITION AND ADDITION ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON SITE O g IMPROVEMENTS,ADJACENT FLAT WORK AND ADJACENT GRADESTOTHE BUILDING. c I B. REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR COORDINATION AND LOCATION OF - O NC. REFER TO DEMOLITION FLOOR PIAN,AOOITION FLOOR PLAN,REST ROOM ENLARGED PLANSANO Bfi ELEVATIONS,DOORSCHEDULE MID TYPES ANO WINDOW TYPES,AND ROOF PLAN FOR FURTHER INFORMATION. ■.■ C m K I NFORMATIONOORIGINALARCHITECTURALDRAWINGSPREPAREDBVBOTESCH,NASHBHALLFORFURTHER W W x c QE. REFER TO STRUCTURAL PLANS FOR LOCATION AND 52E OF STRUCTURAL ELEMENTS AND COMPONENTS, _ AND FOR FURTHER INFORMATION. 2 IN REFERTOORIGINALSTRUCTURALDRAWINGSPREPAREDBVCLAYTONM.CANFIELD,P.E.FORFURTHER DATE: 3/14/05 INFORMATION. E DEMO(E)BUILDING AS NEEDED TO C DESIGNED: T.R. Y ACCOMMODATE(N)ADDITION G. REFER TO ORIGINAL MECHANICAL DESIGN-BUILD SHOP DRAWINGS(PREPARED BY OTHERS)FOR c DEMO COORDINATION AND LOCATION OF MECHANICAL EQUIPMENT,GRILLES.UNITS,SYSTEMS AND ACCESSORIES. W DRAWN: K.W. 6 1 2 3 11 6 1 2 3 H. REFER TO ORIGINAL PLUMBING DESIGN-BUILD SHOP DRAWINGS(PREPARED BVOTHERS)FOR `( JOB NO: 6604 COORDINATION AND LOCATION OF PLUMBING EQUIPMENT,FIXTURES,DRAINS,SYSTEMSAND ACCESSORIES. WIDE W SHEET: 1//2'REVEEAA L I. REFER TO ORIGINAL ELECTRICAL DESIGN-BUILD SHOP DRAWINGS(PREPARED BY OTHERS)FOR N SOUTH DEMOLITION ELEVATION COORDINATION AND LOCATION OF ELECTRICAL EQUIPMENT,UGHTING FIXTURES,SYSTEMS AND ACCESSORIES. L SCALE: 1/4"=1'-0' J. REFER TO DEMOLITION NOTES ON SHEUA02 A3.1 , REVISIONS: 0. G F E D C B T 1. 2. 3. 4. 8 7 4 5 15 12 8 5 8 4 12 4 8 16 1 4 0 N6� Ol r W. NgOO•m m bC9'+ 10 co IN o� DEMO(E)BUIL NO Sy E,ASNEEDEDTO A CORNER CCOMMODATE (N)ADDITION U1 1-TH F4 I I Q , I � 0 OPEN/CLOSED OPEN/CLOSED CORNER CORNER O O c4a 00 El a o0 oa ° N W z B N Q o m D TI - - J M N m N Z f— O z rn 1 2 3 6 9 6 9 1 2 16 16 10 9 1 2 3 10 9 10 9 17 � �d (I)EXTERIOR ELEVATION KEYNOTES: Lu z 1 EAST DEMOLITION ELEVATION Q Q Y o 1. 4x4x76(WxHxL) CONCRETE MASONRY VENEER WJ SPLIT F- SCALE: 1/4"=1'-0" FACE FINISH. Q 0 2. 4x8x16(WxHxL) CONCRETE MASONRY VENEER W/ SPLIT z FACE FINISH.BY ARCHITECT. J 3. 10x4x16(WxHxL)CONCRETE MASONRY SLOPED CAP. 00 S 4 4.SAWCUT WIDTH IN HALF FOR SILL CAP. "t Q 1 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.) 5. PREFINISHED METAL GUTTER. COLOR MATCH METAL ROOFING 6. PREFlNISHED METAL DOWNSPOUT. COLOR TO BE SELECTED BY ARCHITECT. O 7. COMPOSITION SHINGLE ROOFING 8. CEDAR FASCIA. COLOR TO BE SELECTED BY ARCHITECT. Z 9. PREFlNISHED ALUMINUM STOREFRONT WITH INSULATED GLAZING. a $ 7 4 5 15 $ 12 4 1 S 7 4 10. SPANDREL GCLEAR LLASS.ED FINISH. COLOR TO BE SELECTED BY ARCHITECT. 11. PREFlNISHED HOLLOW METAL DOOR AND FRAME. 12. PREFlNISHED ALUMINUM LOUVER UNIT AND FRAME. COLOR TO BE cD z SELECTED BY ARCHITECT. m 13. TUBE STEEL OVERHANG. PAINT. COLOR TO BE SELECTED BY ARCHITECT. 14. METAL LETTERS. 12"HIGH. STYLE AND COLOR SELECTED 13Y a. ARCHITECT. E 15. METAL RIDGE VENT. FACTORY FINISHED. COLOR SELECTED BY ARCHITECT. I 16. DECORATIVE EXTERIOR LIGHT FIXTURE. 17. DRIVE-UP LANE CONTROL SIGN WITH OPEN/CLOSED INDICATORS. TO BE LEGIBLE FROM 30'-0". SWITCH ®TELLER LINE W/ LIGHTED INDICATOR FOR "OPEN"CONDITION. N I 18. N.I.C.AFTER HOUR DEPOSITORY. S I 19. N.I.C. BULLET RESISTANT DRIVE-UP WINDOW. o L a 20. N.I.C. ELECTRIC DEAL DRAWER COUNTERERE. 21 PTRANSOM. CLEAR ANODIZEDREFINISHED ALUMINUM FINSHNT DOORS W/SIDELIGHT& O 22.5 I INISHED INSULATED GLAZING.ALUMINUM STOREFRONT RANODZE FINISH. IUS WINDOW W/ 23. ELECTRICAL SERVICE METER. 3° CORNER CORNER DEMOLITION EXTERIOR ELEVATION NOTES: w € Z J 0. REFER TO DEMOLITION AND ADDITION ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON SffE O W IMPROVEMENTS,ADJACENT FLAT WORK AND ADJACENT GRADES TOTHE BUILDING. B. REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR COORDINATION AND LOCATION OF O CNIL WORK. zmm 'ai NEW C. REFER TO DEMOLITION FLOOR PLAN,ADDITION FLOOR FLAN,REST ROOM ENLARGED PLANS AND ELEVATIONS,DOOR SCHEDULE AND TYPES AND WINDOW TYPES,AND ROOF PLAN FOR FURTHER INFORMATION. H O 111 Q D. REFER TO ORIGINAL ARCHITECTURAL DRAWINGS PREPARED BY BOTESCH,NASH SHALL FOR FURTHER W 2 u•I IBAN INFORMATION. w ~ AQDITI w E. REFER TO STRUCTURAL PLANS FOR LOCATION AND SITE OF STRUCTURAL ELEMENTS AND COMPONENTS, AND FOR FURTHER INFORMATION. 5$ F. REFER TO ORIGINAL STRUCTURAL DRAWINGS PREPARED BY CLAYTON M.CANFIELD,P.E.FOR FURTHER INFORMATION, DATE: 3114/05 x G. REFER TO ORIGINAL MECHANICAL DESIGN-BUILD SHOP DRAWINGS(PREPARED BY OTHERS)FOR DESIGNED: T.R. E n Z COORDINATION AND LOCATION OF MECHANICAL EQUIPMENT,GRILLES,UNITS.SYSTEMS AND ACCESSORIES. DRAWN: K.W. E 6 1 2 3 6 2O 1^ L 6 1 2 3 6 H. REFER TO ORIGINAL PLUMBING DESIGN-BUILD SHOP DRAWINGS(PREPARED BY OTHERS)FOR JOB NO: 6604 COORDINATION AND LOCATION OF PLUMBING EQUIPMENT,FIXTURES,DRAINS,SYSTEMS AND ACCESSORIES. N8"WIDE W/ ui 2 NORTH DEMOLITION ELEVATION 1/2• REVEAL I. REFER IO AND RIGINAL ELECTBUILD SHOP RICAL LIGHTING (PREPARED YSTEMSANDACY OTHERS)FOR SHEET: COORDINATION AND LOCATION OF ELECTRICAL EQUIPMENT.LIGHTING FIXTURES,SVSTEMSAND ACCESSORIES. � A3.2 ' J. REFER TO DEMOLITION NOTES ON SHEETM2 I SCALE: 1/4"=1'-0" I REVISIONS: F G n ADDITION EXTERIOR ELEVATION NOTES: n 0• YA. REFER TO DEMOLITION AND ADDITION ARCHITECTURAL SITE PLANS FOR F. REFER TO ORIGINAL STRUCTURAL DRAW- GS PREPARED BY CLAYTON M. Y 2• FURTHER INFORMATION ON SITE IMPROVEMENTS,ADJACENT FLATWORK AND CANFIELD,P.E.FOR FURTHER INFORMATION. - 3 ADJACENT GRADES TO THE BUILDING. G. REFER TO ORIGINAL MECHANICAL DESIGNIBUILD SHOP DRAWINGS I 4. B. REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR (PREPARED BY OTHERS)FOR COORDINATION AND LOCATION OF MECHANICAL - 12 7 16 15 I COORDINATION AND LOCATION OF CIVIL WORK. EQUIPMENT,GRILLES,UNITS,SYSTEMS AND ACCESSORIES. (PREPARED I m 6 W q a C. REFER TO N FLOOR PLAN, DITION FLOOR PLAN,RESTROOM H. REFER TO ORIGINAL PLUMBING DESIGN-BUILD SHOP WINGS ENLARGED TIPES AND ROOF PLANIFOOR FURTHER INFORMATION. FIXTURES,AND TYPES,WINDOW By FXTOURES SDRAINS SYSTEMS AND ACCESSORI)FOR COORDINATION AND LOCATI( OF PLUMBING EQUIPMENT, I m 30 0 cli c I. 93 D. REFER TO ORIGINAL ARCHITECTURAL DRAWINGS PREPARED BY BOTESCH, I. REFER TO ORIGINAL ELECTRICAL DESIGN-UILD SHOP DRAWINGS o m m y NASH&HALL FOR FURTHER INFORMATION. (PREPARED BY OTHERS)FOR COORDINATION D LOCATION OF ELECTRICAL I O m m 'd® EQUIPMENT,LIGHTING FIXTURES,SYSTEMS AND ACCESSORIES. - 4 o (N)RIDGE O ALIGN I E. o REFER TO STRUCTURAL PLANS FOR LOCATION AND SIZE OF STRUCTURAL/j m / W/(E) IDGE ELEMENTS AND COMPONENTS,AND FOR FURTHER INFORMATION. � LOUVER TO MATCH(E) W o COMPOSITION SHINGLE ROOFING W A, (MATCH EXISTING) Q 0 �. North COUNTY BANK RELOCATE(E)SIGNAGE GUTTER&DOWN c SPOUT CORNE SYSTEM TO MATCH(E) $ CORNER O 0 00 oaEXTERIOR CORNER � ❑❑❑� ❑❑�� ❑ SHSYSITEM CATION o (MATCH EXISTING) Q DECORATNE EXTERIOR LIGHT FIXTURE 7 - (MATCH EXISTING- REFER TO DETAIL 3/-) Fes`.'>141:�;"� siiiii::iiiiF.:iE ::::::::.:::..:.::: ::e:::::-::::::•::.:::.�::::::.-..:. :::e::::eu::::::.::::.::-.r::.::. ... ..._.. _ ME FA W ::.::::::.::_:.:. _............... ............._._... .._.....;.....:::_.:::...:_........ ................... ._.:....::::.::.:: _:_:.-.-.-__ _._.._._.__ ._.:_:___. CMU VENEER ::__:_:.:. ;: (MATCH EXISTING) m CV 100�(EXIISTING BANK) 54'-0"(NEW BANK ADDITION) Z � ACCESSIBLE ENTRANCE ALUMINUM STOREFRONT ENTRANCE SYSTEM ALUMINUM STOREFRONT WINDOW SYSTEM O 10 9 10 9 1 2 3 10 9 10 9 SIGN(TYP.2) <C (MATCH EXISTING) (MATCH EXISTING) Z �a 8"WIDE W/ Z 1/2'REVEAL n WEST ELEVATION OF ADDITION 8' � C)o 0 (NOTES TYPICAL FOR ALL ELEVATIONS OF ADDITION) SCALE:1/4"=1'-0" Q 2 Z J 1 3 5 6 = ate Q an 0 15 8 7 5 4 16 15 " O fi z ^ -a -•ice X� �"�•�,1',�.r• .2�`,.��'l� RELOCATE(E)LOWER n (E) EXTERIOR LIGHT FIXTURE _ J o RELOCATE(E)LIGHTING 0 SCALE:N.T.S. 0 o Z w 0 V PAINTED WOOD .L Y 3 FASCIA/RAKE CORNER- 6J (SHED GUTTER SYSTEM W 3 " SYSTEM p O F EIFS(EXTERIOR P INSULATED m _�, ci �`as�- FINISH SYSTEM) 2• f CMU WATERTABLE w DATE: 3/14105 _ 44'-8-(EXISTING BANK) 48'-0"(NEW BANK ADDITION) E DESIGNED: SPLIT-FACE DRAWN: K R m CMU WALL BASE E 6 1 2 3 11 JOB NO: 6604 B•WIDE W/ SOUTH ELEVATION OF ADDITION ° 2' 4' 8 4 E EXTERIORTFINISHES W SHEET: _ 1/2'REVEAL ( \ ui (REFER TO WEST ELEVATION FOR TYPICAL NOTES) I ■ I J A 3.3 SCALE:1/4"=1'-0" SCALE:N.T.S. REVISIONS: ❑ ❑ G F E p . 1. 2. 3. I 4. I I 8 7 4 5 15 12 8 5 8 4 6rnoigq m3mm�oq q O Q O'D LOUVER TO MATCH(E) I N o m b y (N)RIDG TO GN W/(E)RIDGE a W 9 z w MATCH(E)LIGHTING I RELOCATE(E)LIGHTING I W h~rl Q 0 �- & I till 0 CORNER CORNER O40 z :--: a 0 > M ❑❑ _= J ❑ ❑ 7 m N 54'-0"(NEW BANK ADDITION) 100'-0"EXISTING BANK) `Z 1 2 3 6 9 6 9 1 2 16 16 10 9 1 2 Z O a < EFORTYICAL NOES) (RiASTSELvEVATIPON TOF ADDITION o z 4' & O Q Y o ER SCALE:1/4-V-0" / Q G V c UI Z aU _ 4 2 olf 4 a ADDITION EXTERIOR ELEVATION NOTES: A. REFER TO DEMOLITION AND ADDITION ARCHITECTURAL SITE PLANS O — FOR FURTHER INFORMATION ON SITE IMPROVEMENTS,ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. 5 QB. REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR 8 7 4 5 15 8 12 ¢ 15 7 ¢ z COORDINATION AND LOCATION OF CIVIL WORK. ZC. REFER TO DEMOLITION FLOOR PLAN,ADDITION FLOOR PLAN, E RESTROOM ENLARGED PLANS AND ELEVATIONS,DOOR SCHEDULE AND p TYPES,WINDOW TYPES,AND ROOF PLAN FOR FURTHER INFORMATION. ? D. REFER TO ORIGINAL ARCHITECTURAL DRAWINGS PREPARED BY BOTESCH,NASH&HALL FOR FURTHER INFORMATION. ' E. REFER TO STRUCTURAL PLANS FOR LOCATION AND SIZE OF \ STRUCTURAL ELEMENTS AND COMPONENTS,AND FOR FURTHER INFORMATION. F. REFER TO ORIGINAL STRUCTURAL DRAWINGS PREPARED BY CLAYTON M.CANFIELD,P.E.FOR FURTHER INFORMATION. p p G. REFER TO ORIGINAL MECHANICAL DESIGN-BUILD SHOP DRAWINGS (PREPARED BY OTHERS)FOR COORDINATION AND LOCATION OF r MECHANICAL EQUIPMENT,GRILLES,UNITS,SYSTEMS AND ACCESSORIES. ca H. REFER TO ORIGINAL PLUMBING DESIGN-BUILD SHOP DRAWINGS Z (PREPARED BY OTHERS)FOR COORDINATION AND LOCATION OF PLUMBING O EQUIPMENT,FIXTURES,DRAINS,SYSTEMS AND ACCESSORIES. I. REFER TO ORIGINAL ELECTRICAL DESIGN-BUILD SHOP DRAWINGS Q ;L2 (PREPARED BY OTHERS)FOR COORDINATION AND LOCATION OF 3 ELECTRICAL EQUIPMENT,LIGHTING FIXTURES,SYSTEMS AND ACCESSORIES. CORNER CORNER W W S EXTERIOR MATERIALS O O .�° OF ADDITION TO L $ MATCH(E) r w m W oX � aw 3 DATE: 3/14/05 = 8Y-8"(EXIST G BANK) E 8,_B. E (NEW BAN K ADD DESIGNED: T.R. - ADDITION) 6 1 2 3 6 20 19 18 6 1 2 3 6 DRAWN: K.W. E JOB NO: 6604 NORTH ELEVATION OF ADDITION WIDE LU SHEET: 0 1' 2' 4' 8' 1/2" REVEAL �2 (REFER TO WEST ELEVATION FOR TYPICAL NOTES) I mm I SCALE:1,4"=T-0" A3.4 REVISIONS: 2003 Washington Slate Nonresidential Ener Cotle Cam fiance Form BUILDING SECTION AND WALL SECTION NOTES: 0. Building A. REFER TO DEMOLITION AND ADDITION SITE PLANS FOR FURTHER INFORMATION ON 1' -- reaawasl,FgW"ahelaxaveeWentlahFaawc IE mpnbnm Forma Ren9d Joty1006 SITE IMPROVEMENTS,ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. 2. Envelope-General Requirements 3 1311 Insulation Product samples used for U-tartar delerminatlore shall be B. REFER TO ORIGINAL CIVIL DRAWINGS(PREPARED BY OTHERS)FOR COORDINATION I 1311.1 Installation Requirements:At insulation materials produrreumer on One units a ep UMetbeled f units as azing and doers shalt AND LOCATION OF CIVIL WORK. 4. shag be installed according to the mandacturer's Instructions the be assigned thedelaull LLfaclor in Section 2006. to achieve proper densities,maintain clearances,and maintain C. REFER TO DEMOLITION FLOOR PLAN,ADDITION FLOOR PLAN,RESTROOM w uniform R-values.To the maximum extent salble,Insalalim 13122 Solar Heat Gain Coefficient and Shading ph po CoefBcleM:Solar Heat Gain Coefficient SHGC,shall be ENLARGED PLANS AND ELEVATIONS,DOOR SCHEDULE AND TYPES,WINDOW TYPES, shall eAend over the furl ram onsM area b the Intended R- ( ) o m value p determhed,certified and labeled in accordance with the ROOF PLAN,AND EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. m N National Fenestration Rating Council(NFRC)Standard by a m S 3 e 1911.2 Roof/Coiling Insulation:Open-blown apouretl loose- certlfled,IMe Mehl agency, d W oh 14 0 PRE-MANUFACTURED WOOD ROOF TRUSS pa 9 cy,licensed by the NFRC. D. REFER TO ORIGINAL ARCHITECTURAL DRAWINGS PREPARED BY BOTESCH,NASH& pi 2 N ce e fit Ire/ng is may he used In attic spaces where the slaps d COMPOSITE ROOFING SYSTEM 70 MATCH EXISTING the yelling is not more than 3/12 and there is at least chord Exception:Sharing or compliance with shill be an HALL FOR FURTHER INFORMATION. 0 o o• °p inches d clear distance from the lop d the buttam chord of the acceptable alternate for compliance with solar heal a p m m y y 30p BUILDING PAPER truss or telling joist to the underside of the stashing at the gain coelficienl requirements.Shading coeffldents E. REFER TO STRUCTURAL PLANS FOR LOCATION AND SIZE OF STRUCTURAL m p ®b PLYWOOD ROOF SHEATHING-SEE STRUCTURAL mot ridge.When save vents are installed bailing otthe vent for glaring shall be taken from Chapter 27 of ELEMENTS AND COMPONENTS,AND FOR FURTHER INFORMATION. xv',o� openings shot be provided so as to deflect the incog air Standard RS27 or test date. min DE+a' q 1"AIR BAFFLE above the surface of the insulation. 1319 Moisture Cordrd o m 9 F. REFER TO ORIGINAL STRUCTURAL DRAWINGS PREPARED BY CLAYTON M.CANFIELD, R-30 BATT INSULATION Where lighting flxlaesare recessed lntoa suspended or 1913.7 Vapor Retarders:Vapor reterdes shall be installed on ai H2.5 SIMPSON TIE ALSO SEE STRUCTURE exposed add ceiling,the rod/ceiling assembly shag be the warts side(in winter)of Insulation as required by this P.E.FOR FURTHER INFORMATION. insulated in a ltceton other than directly on the suspended section. -t--h C_ A - 2X WOOD BLOCKING w/(3)2"DIA.HOLES w/SCREEN ceiling. Exception:Vapor reader Installed with not more G. REFER TO THE ORIGINAL MECHANICAL DESIGN-BUILD SHOP DRAWINGS(PREPARED �/] M ,) qr FLASHING SET IN SEALANT BY OTHERS)FOR COORDINATION AND LOCATION OF MECHANICAL EQUIPMENT,GRILLES, Z Exception:Type IC rated recessed lighting fixtures. than 113 of the nominal R-value between It and the conditioned s ace. UNITS,SYSTEMS AND ACCESSORIES. s�lek w a HOOK STRIP Where installed in wood framing,faced belt insulation P V E-+ 2 GUTTER STRAP shall be face stapled 13132Red/CdMn space Assemblies: insulation assemblies 1--i I--I hn 1311.3 Wall insulation:Exterior wall cavities isolated during where the ventilation space above the insulatian is less than H. REFER TO THE ORIGINAL PLUMBING DESIGN-BUILD SHOP DRAWINGS(PREPARED BY framing shall be fully insulated to the levels oflhe surrounding an average of twelve inches shall be provided with a vapor OTHERS)FOR COORDINATION AND LOCATION OF PLUMBING EQUIPMENT,FIXTURES, W $""I t•i-h o II walls.When installed in wood framing,faced belt insdation retarder.Rod/ceHng assemblies without a vented almpace, DRAINS,SYSTEMS AND ACCESSORIES. O T.O.PLATE shall be face stapled wood,-hall rodders cllhsr the reef deck nor t emsvapor fstarhmsader wit taped eof Q �? \ Above grade edetla insulation shell be protected. I. REFER TO THE ORIGINAL ELECTRICAL DESIGN•BUILD SHOP DRAWINGS(PREPARED seams. BY OTHERS FOR COORDINATION AND LOCATION OF ELECTRICAL EQUIPMENT,LIGHTING a perm Flea Insulation:Floor Insulation shah be Installed In ) Exception:Vapor rdaders need not be provided PREFINISHED METAL GUTTER TO MATCH EXISTING babia permanent manner In substantial coded with the surface where all of the insulation Is installed balween the FIXTURES,SYSTEMS AND ACCESSORIES. 9 -9 insulated Insulation 2X10CEDARTRIM pacing sr net more than twenty-four inches w center.rts shall be installed so rmimembmnsend the almcWml rod deck a 2"SCREEN Installed insulation shall not block the airlowthrough 131&3Walis:Walsseparaingcondifimedspawtom J. CONTRACTOR TO PROVIDE WALL SHEATHING ON THE EXTERIOR SIDE OF ALL CONT.SCREENED VENT foundation vents. uncandthned apace shag be provided Wth a vapor retarder. EXTERIOR WOOD AND METAL WALLS,AND PARAPETS. 2X6 CEDAR TRIM 1311.5SIab•On Gmcl9Row:Slae-n-9 adeinselation 1313A Floons:Floors separating conditioned space from a K. CONTRACTOR IN PROVIDE SOLID BLOCKING IN WALLS/CEILINGS AS NECESSARY .°C3 installed inside th a minimum wag shall extend downward Inches from 1313.5 toned space shag be provided with a vapor retarder. TO ACCOMMODATE INSTALLATION OF EQUIPMENT,APPLIANCES,FIXTURES, ~_ BACKSTOP AIRNYEATHER BARRIER the lop d the slab a minlmum distance d hveny-iota inches or 1313.5 Gawl Spaces:A ground raver d six ran(O.00B Inch - 1 1/2"EXTERIOR INSULATION FINISH SYSTEM(E.I.F.S.) to the top of the footing,whichever is leas.Insulation Installed thick)black polyethylene or approved equal shall be laid over ACCESSORIES AND FURNISHINGS. E.I.F.S.FLASHING TAPE outside the foundation shall extend downward a minimun of the ground within crawl spaces.The ground cover shall be Q E.I.F.S.COMPATIBLE SEALANT w/CLOSED CELL BACKER twenty-fourinches a to the frostine,whichever is greater. overlapped twelve inches minimum at lhejoids and shag L. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/CEILINGS AS NECESSARY TO Above grade insulation shall be protected. exland to thefoundation well. ACCOMMODATE INSTALLATION OF FUTURE OWNER PROVIDED AND OWNER INSTALLED ROD Exception:For monolithic slabs,theinsulation shall Exceptom The ground cover may be omitted in EQUIPMENT,APPLIANCES,FIXTURES,ACCESSORIES AND FURNISHINGS.CONTRACTOR CONTINUOUS FLASHING extend downward from the top of the slab to the crawl spaces Iftheaawt space has a concrete slab TO COORDINATE BLOCKING LOCATIONS WITH THE OWNER FOR THESE ITEMS. bettom ofthe fooling flmrwhh a minimum thickness of three and one-half 1311.6 Radiant Floors(on or below grade):Slab-on-grade inches M. CONTRACTOR TO PROVIDE A BUILDING ENVELOPE THAT IS COMPLETELY T.O.CMUWATERTABLE insulationshelledenddavnwardtranthetopeftheslaba 1314NrLeakage WATERTIGHT,INCLUDING WEATHERSTRIPPING,CAULKING AND SEALANT AS NECESSARY minimum tliand ics,tho oorted or inches g tie or not l s the top d shall a Building ding elements nts separating co d this section FOR A COMPLETE INSTALLATION OF THE BUILDING SYSTEMS AND MATERIALS. the feeling and horizortal for an aggregate d not less than shall apply lo building dements separating conditioned from 10X4X18 .xH.xL.CONCRETE MASONRY SLOPED CAP(TO thirty-sixinches. unconditioned spaces.Extmiorjoints around windows and (W ) R N. REFER TO THE EXTERIOR ELEVATIONS FOR A COMPLETE DESCRIPTION OF THE EXISTING CAP).SAWCUT WIDTH IN HALF TO MAKE If required by then.the a official a of a r soil conditions s door frames,openings betweenrels;walls and t penetrations between (2)SILL CAPS-COLOR TO MATCH(E) be thermally IneUelion,the entire sea of arstlt gas control walk and rodentug h pawls;openings dfs;an a ll of d EXTERIOR FINISH SYSTEMS. _J (70 he lhermaly isolaed from the sell.Wheaeset gas control utility services through walls,floors.and roofs;and all dither � J CV system Is provided below the mdant floc,which results In openings in the building envelope shall be sealed caulked, O. THE NEW ADDITION MUST COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF m C'4 increased convective flow below the radiant floor,the radant gasketed,or matherstripped to limit air leakage THE UBC W/WASHINGTON STATE AMENDMENTS.CONTRACTOR IS RESPONSIBLE FOR F— 00 floor shall bettharnally isolated tom thaeub-loorgrovel lays. 1314.2GIac1 and Dori:Doors ando operable imin O z 1312.1 Standard Procedure for Determination of Glazing wentherstripped.Fixed windows shall be tight SUSPENDED ACOUSTICAL CEILING SYSTEM TO MATCH(E) rg a pa 9 9 PROVIDING ACCESSIBLE INGRESSI EGRESS,HARDWARE AND SIGNAGE THAT COMPLY 1312 Glaring and Doors separating conditioned kom uncmcitioned space shall be WITH THIS CODE. Z Q filling wish glass Q and Door U-Factors:U}factom for glaring and mom shall be retained by slops with sealant a caulking ell around. P. FLASHING,COUNTER FLASHING,ROOF ACCESSORIES,DRAINAGE ASSEMBLIES AND D_ R-31 fined certified an d agecormnce with the Exception:Openings that are required to be tiro OTHER SHEET METAL ATTACHMENTS AND ACCESSORIES TO BE INSTALLED PER SMACNA RS31 by a certified independent agency Ikensed by the resistant. . } z National Feneslrston Rating Council(NFRC).Compliance 1314.3 Building Assemblies Used as Ducts or Plenums: (SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOC.) LU shag be based on the Residential or the Nonresidential Model But assemblies used as duds or plenums shall be sealed, ARCHITECTURAL SHEET METAL MANUAL(CURRENT EDITION).FLASHING MUST ALSO O Q Y Q Size walked,and gaskelod to liml air leakage COMPLY WITH REQUIREMENTS OF THE UBC W/WASHINGTON STATE AMENDMENTS. O I— Q. THESE SECTIONS ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE AND DOES U 0 2 z N NOT LIMIT OR RESTRICT THEIR APPLICATION. ` U) C\1 J R. PROVIDE R-13 INSULATION AT INTERIOR WALLS FOR SOUND(PROVIDE AT ALL RESTROOMS AND OFFICES). Q 4X8X16(W.xH.xL.)CONCRETE MASONRY UNIT(CMU) O Wt SPLIT FACE FINISH-COLOR TO MATCH(E) A Z 1"MIN.AIR SPACE o T /_T I I VAPOR BARRIER PLYWOOD SHEATHING PER STRUCTURAL - - o I DRAG TRUSS I DRAG TRUSS I COMMON TRUSS R-11 BATT INSULATION a 2X6 WOOD STUDS @ 16"O.C. m 5/8"GYPSUM BOARD z TYPICAL CONCRETE FLOOR SLAB OVER VAPOR BARRIER (6 MIL.BLACK POLYETHYLENE OVERLAPPED 12"ON GROUND). J SEE STRUCTURAL v 12'-0"A.F.F. _ R-10 RIGID INSULATION,24"WIDE FROM PERIMETER T.O.P. o R-19 BATT INSULATION,TYP. R-30 BATT INSULATION,TYP. I I 2X6 P.T.SILL PLATE I.B.C.-SEE STRUCTURAL - -_ __._. w 3l4'A.B.'s @48"O.C.,I.B.C.-SEE STRUCTURAL g-4"A F F I I 5 EXPANSION JOINT B.O.HEADER I I SUSPENDED ACOUSTICAL Z c T.O.CONC.SLAB SW GYP.BD.,TYR R-13 BATT _ INTERIOR OFFICE I I CEILING SYSTEM TO O .d (MATCH EXIST.) INSULATION,TYP. PARTITION(48"HIGH) I I MATCH(E),TYP. _ to CHAMFER CORNER OF CONCRETE FOUNDATION WALL m Z W THRU-WALL FLASHING&WEEP HOLES @ 24"O.C.(MATCH EXIST.) (N) (N) (N) (N) (N) O III I I I I—I—III III I _—_— — — — OFFICE WORi(ARFA STORAGE V WORK AREA I I FILE STORAGE I— I—I—I �7 III I I I'I I= CONCRETE FOUNDATION WALL.SEE STRUCTURAL 133 13 131 l26 i i EXISTING W t� JII— ® STRUCTURE �77Tm=I m_-m=m gJJ T77I I I�—m_ d _—_ I'1= �R-10 PERIMETER RIGID INSULATION WINDOW FOUNDATION Q DEMO EXISTING WALL I 518"TYPE'X'GYPSUM e I I I=1 I I— —III—III= DETAIL TO MATCH(E) b I I BOARD EA.SIDE(ONE- W HOUR RATED ASSEMBLY) V J EXISTING FOUNDATION _ ( L-1' CH fE1 F.F - I IIgglaga Q 4"DIA.TIGHT LINE FOR DOWN SPOUTS W Z R-10 PERIMETER RIGID INSULATION,TYP. (l)FOOTING REFER TO STRUCTURAL 4"DIA.PERFORATED PERIMETER FOOTING DRAIN /p 1. 2'-0" CONCRETE FOOTING.SEE STRUCTURAL V, rn L) MIN. COMPACTED GRAVEL 3 WALL SECTION BUILDING SECTION DATE: 3/14/05 BSCALE 1"=1'-U' NOTE:CONTRACTOR TO MATCH(E)CONDITIONS,FINISHES AND SYSTEMS. A SCALE:1/4"=l'-0" 5/8"GYPSUM BOARD TYPICAL DESIGNED: T.R. DRAWN: K.W. E JOB NO: 6604 SHEET: 5 °� A4. 1 REVISIONS: GENERAL ACCESSIBILITY NOTES: 0• v ^ A. REFER TO DEMOLITION AND ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON SITE IMPROVEMENTS,ADJACENT FLATWORK AND ADJACENT GRADES 2• l e�w TO THE BUILDING. 3. }6'MIN. tY B. REFER TO DEMOLITION AND ADDITION FLOOR PLANS,RESTROOM ENLARGED PLANS, 4. 1Y 60' MIN. N �� a y DOOR SCHEDULE AND TYPES,WINDOW TYPES,AND EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. Co p .E w^W'o x 1-1�2• aer i r uuE aPExlxc C. THE NEW ADDITION MUST COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF ., 1-1/4" THE UBC W/WASHINGTON STATE AMENDMENTS.CONTRACTOR IS RESPONSIBLE FOR M C m 70 1—i 2, PROVIDING ACCESSIBLE PLUMBING FIXTURES,RESTROOM ACCESSORIES,INGRESS/ oroi is ro ro q q d I I EGRESS,AND EQUIPMENT THAT COMPLY WITH THIS CODE,THESE DETAILS ARE SHOWN m o oB 00 lz INAL + b I I e FOR THE CONTRACTOR'S CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR C O co m o DIAMETER .ra ao PeoPamoxB aA b 1 I r.raeareo.em.,,aaro..uao.mrvn APPLICATION. WALL I I D. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/CEILINGS AS NECESSARY TO oo N SECTION THROUGH TYPICAL GRAB BAR ACCOMMODATE INSTALLATION OF ACCESSIBLE RESTROOM ACCESSORIES AND M ACCESSIBLE EQUIPMENT. (a)ea INCHES DIAMETER SPACE (s)T-SHAPED SPACE FOR 18V TURNS %��� %////�J(/ E. RESTROOM ACCESSORIES TO BE SURFACE MOUNTED AND FINISH TO MATCH(E) WLLMUM RESTROOM ACCESSORIES.MOUNT DISCHARGE AND CONTROLS AS SHOWN FOR Z ACCESSIBILITY AND INSTALL PER MANUFACTURER RECOMMENDATIONS. 0 E- e Isluavuv eomtus ,�` �.-."...•.••. F. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE U) I~rl STANDARDS AND DETAILS SHOWN,AS WELL AS WITH CURRENT STATE AND LOCAL ACCESSIBLE GRAB BAR 41 ACCESSIBLE HC SYMBOL �S1 WHEELCHAIR TURNING DIAGRAMS 21 ACCESSIBLE PATH OF TRAVEL ACCESSIBILITY STANDARDS. Wn o 51 SCALE:N.T.S. 31 SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. d PIANTINGOROTHER dlatame belwaan dots NONWAUGNG SURFACE a distance beMaen dots Inadlacentcella o 36 min i Uta same cell single Braille 1.24 min 12 min _ cell ..efo'\ !w dlamrrce betvreen tlote'F—E.: O (�O) �r.a.� � Intl, same tan �• O• I C C'1I ��. C' C) brink tall A$ diepnn between wmapondov,dote belwe words Q _ from one cell tlirectly below r ddot transfer I m1 O (O C) ���)_mh& 12 side memeiei- • I O O 1 •O 1 :J �`�� V\iL no ra sad due Maneuvering Clearances at Manual Swinging Doors and Gales N! Type of Use Minimum Maneuvering Clearance K z AREA OF Parallel to Doorway Perpendicular to E Approach Direction Door or Gate Side (beyond latch side .� PP Doorway 1:20 MAX. unless in c x c x 'ARY From front Pull 60 inches(1525 mm) 18 inches(455 mm) BEVELED LIP � CY3 i/2'MAX.TIP. 04 J I E S N E From front Push 48 Inches(1220 mm) 0 Inches(0 mm)1 From hinge side Pull 60 inches(1525 mm) 36 inches(915 mm) - O z 00 b 6) From hinge side Pull 54 inches(1370 mm) 42 inches(1065 mm) _ / 318mlo - z _ a 7-9 7_J From hinge side Push 42 Inches(1065 mm)2 22 Inches(560 mm)a 1Bazdo 18o2W From latch side Pull 48Inches(1220 mm)4 24 inches(610 mm) D r w From latch side Push 42 inches mm)4 24 inches(610 mm) ACCESSIBLE SIDEWALK SLOPES Y o 52 ACCESSIBLE TOILET ^/ ACCESSIBLE BRAILLE/ LETTERS 1.Add121nchea(305 mm)if closer and latch areprovided. O o SCALE:N.T.S. �` SCALE:N.T.S. 2.Add 6 inches(150 mm)If closer and latch are provided. SCALE:N.T.S. r , Q Z 3.Beyond hinge side. v 4.Add 6Inches(150 mm)if closer is provided. � J 49' ItQ ______' CMIN. RETAINING CURB CO mi 45° L 18 n i PULL SIOE i IF NECESSARY AT fy I I uM EDGE OF SIDEWALK ntered on 2f MIN.' CLEM AT EXTERIOR DOORS 6.33K I O ' II` 1 tecGle characters s I I MAX. N I MMIN.1 CIEP.R AT INTERIOR DOORS MAX' z 18 min n 'o u Yn E Iclear m - w _ E n00, C space t 1 AREA OE— .............................. REF GE L) 1 min. ® V I I AN � RETAINING CURa0g�R B n' I 46•mfn. B F Plan View B ` * ' 2� NECESSARY I it 11 E' m m ' PUSH SIDE ' of 17"min. 2. MIN. SECTION C-C 3 ACCESSIBLE LAVATORY ACCESSIBLE ROOM SIGN �1S_�1S ACCESSIBLE DOOR CLEARANCES �/1_�•1� ACCESSIBLE CURB RAMP 53 SCALE:N.T.S. SCALE:N.T.S. "� SCALE:N.T.S. co SCALE:N.T.S. J to Z /r N4x. 1.6-2.4 O F— g 1 ' trey 2 I1c.F.1:3 SLOPE 41-61 _ top diameter or 0.85 min Or 1.6-2.4 W %SS%of the ba�Na 02 17 41-et Q I I bees to.1 1 O p. Q 3 I 0.9.1.4(za'Ds mm) 0 0 0 0 I yy INA: 3I (en rgod) Plan Q J m TRUNCATED DOMES V co EE R ''�®Bo�°w B nNIs1 Ropx ao+ Q J U r- �aaESRB� W _4r APPROX.3/4'EXCEPT '¢ �4: APPROX.1-1/Y ON / SLOPING PORbON OF //� U m a IatAwwB RAMP. v♦ P, ME not In 1/4• pictogram cg 4 Geld DATE: 3/14/05 Y f m ® 1v tax. BNL •_ -- -• C DESIGNED: T.R. amou E " c x. DETECTABLE WARNING STRIPS DRAWN: K.W. eUBBm BBNPFA ON Q1Ne JOB NO: 6604 n ,BrN xP.lcove.wwuwnuixsreunnox ACCESSIBLE DRINKING FOUNTAIN 44 ACCE RES SSIBLE TROOM SIGN d ACCESSIBLE DOORS 24 SIDEWALK WARNING DEVICES W SHEET: a 5^ SCALE:N.T.S. SCALE:N.T.S. T SCALE:N.T.S. (PROVIDE PER LOCAL ORDINANCES OR SCALE:N.T.S. A5.1 STANDARDS) F ISIONS: GENERAL NOTES: D00RSCHEDULE O A. REFER TO ARCHITECTURAL SITE PLAN FOR FURTHER INFORMATION ON SITE IMPROVEMENTS,ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING.NO. SIZE(W X H) TYPE MANUFACTURER U-VALUE MATERIAL SIGNAGE COMMENTS B. REFER TO FLOOR PLANS,EXTERIOR ELEVATIONS AND BUILDING SECTIONS FOR . FURTHER INFORMATION. 1 T-0"X 7'-0" A MATCH(E) .40 MAX. ALUM. ACCESSIBLE ENTRANCE STOREFRONT ENTRANCE SYSTEM 1� C. REFER TO STRUCTURAL PLANS FOR LOCATION AND SIZE OF STRUCTURAL ELEMENTS G7�'... 0 0 2 T-O"X 7'-O" A MATCH(E) .40 MAX. ALUM. ACCESSIBLE ENTRANCE STOREFRONT ENTRANCE SYSTEM AND COMPONENTS,AND FOR FURTHER INFORMATION. °$ m ma;3j 3 3'-0"X 7'-0" B MATCH(E) - SOLID CORE WD."FILE" ONE-HOUR RATED D. CONTRACTOR TO VERIFY ROUGH OPENING SIZE WITH DOOR!WINDOW a°'a[ ai 3 c�ae"���+• 4 T-°"X 7'-0" C MATCH E - MANUFACTURER PRIOR TO CONSTRUCTION. m ro ( ) SOLID CORE WD."OFFICE" FRENCH,OBSCURED GLAZING m c m m•�.� 5 T-0"X 7'-0" B MATCH(E) — SOLID CORE WD."MEN"(ACCESSIBLE RESTRM.) — E. CONTRACTOR TO VERIFY ACTUAL DOOR/WINDOW SIZE TO FIT FINISH OPENING PRIOR m p m m®b TO FABRICATION OF DOOR/WINDOW AND FINISH OPENING. 6 T-0"X 7'-0" B MATCH(E) - SOLID CORE WD."WOMEN"(ACCESSIBLE RESTRM.) -- F. U-FACTORS FOR GLAZING AND DOORS SHALL BE DETERMINED,CERTIFIED AND m 7 3'-0"X 7'-0" B MATCH(E) - SOLID CORE WD."MECHANICAL" - LABELED IN ACCORDANCE WITH STANDARD RS-31 BY CERTIFIED INDEPENDENT AGENCY LICENSED BY THE NATIONAL FENESTRATION RATING COUNCIL(NFRC).COMPLIANCE SHALL .}J 8 T-0"X 7'-0" B IMATCH(E) - SOLID CORE WD."STORAGE" — BE BASED ON THE NONRESIDENTIAL MODEL SIZE.PRODUCT SAMPLES USED FOR U-FACTOR DETERMINATIONS SHALL BE PRODUCTION LINE UNITS OR REPRESENTATIVE OF Q) 9 T-O"X T-0" C MATCH(E) - SOLID CORE WD."OFFICE" FRENCH,OBSCURED GLAZING UNITS AS PURCHASED BY THE CONSUMER OR CONTRACTOR.UNLABELED GLAZING AND '� W DOORS SHALL BE ASSIGNED THE DEFAULT U-FACTOR IN SECTION 2006(WASHINGTON v C-I 10 T-0"X 7'-O" C MATCH(E) SOLID CORE WD."OFFICE" FRENCH,OBSCURED GLAZING E— STATE ENERGY CODE). � � 11 G. SOLAR HEAT GAIN COEFFICIENT(SHGC)SHALL BE DETERMINED,CERTIFIED AND W ;..I LABELED IN ACCORDANCE WITH THE NATIONAL FENESTRATION RATING COUNCIL(NFRC) Q NN STANDARD BY A CERTIFIED,INDEPENDENT AGENCY,LICENSED BY THE NFRC.[EXCEPTION: F+••I SHADING COEFFICIENTS(SC)SHALL BE AN ACCEPTABLE ALTERNATIVE FOR COMPLIANCE WITH SOLAR HEAT GAIN COEFFICIENT REQUIREMENTS.SHADING COEFFICIENTS FOR d GLAZING SHALL BE TAKEN FROM CH.27 OF STANDARD RS-27 OR FROM THE z c MANUFACTURER'S TEST DATA] DOOR TYPES GENERAL DOOR NOTES: s� a SCALE:1/4"=1'4' A. ALL DOOR THRESHOLDS TO BE LEVEL FROM JAMB TO JAMB. O B. CONCRETE FLOOR TO BE LEVEL ACROSS ALL DOOR THRESHOLDS. C. ALL DOOR JAMBS ON HINGE SIDE TO BE 4"FROM CORNER OF WALL U.N.O. 43 D. ALL DOOR HARDWARE TO HAVE LEVER HANDLES. z (TYP) E. PROVIDE ACCESSIBLE ENTRANCE SIGNAGE AS SHOWN ON DOOR SCHEDULE, 4" 3'-0' 4" 3'4)' 3'-0' ADDITION ARCHITECTURAL SITE PLAN SHEET ASA,AND PER IBC 1110. eI. T-4 2 W'-V F. PROVIDE RESTROOM AND ACCESSIBILITY SIGNAGE AS SHOWN ON DOOR SCHEDULE, ; Ch SHEET A5.1,AND PER IBC N 10. / J - Z m `D G. PROVIDE ROOM SIGNAGE AS SHOWN ON DOOR SCHEDULE,SHEET A5.1,AND PER IBC c 0 LITE 1110. z H. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR z O O Q 4 Ip T o 4 ap T&O ANY SPECIAL KNOWLEDGE OR EFFORT PER IBC 1008.1.8. } ro 1. ALL EXTERIOR GLAZING AT DOORS TO BE DUAL-GLAZED. Z Lu J. PROVIDE THERMALLY BROKEN ENTRANCE DOOR SYSTEM.ENTRANCE DOOR O Q Y O a o PROFILES TO MATCH(E)PROFILES. O 1-t12"E.I.F.S.(EXTERIOR INSULATED 44 K. EXTERIOR DOORS AND FRAMES TO MATCH(E)ALUMINUM FRAMES. Z SYSTEM)O/BUILDING PAPER (TYP) J H EXISTING) L. THE NEW ADDITION MUST COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE O) W IBC W/WASHINGTON STATE AMENDMENTS.CONTRACTOR IS RESPONSIBLE FOR PROVIDING n TT INSULATION ALUMINUM STOREFRONT ENTRANCE- ACCESSIBLE INGRESS/EGRESS THAT COMPLY WITH THIS CODE.THESE PLANS ARE SHOWN It Q GLAZING W/U-VALUE 4=.75&SOLAR FOR CONTRACTOR'S CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR .SHTG.O/2X6 WALL FRAMING- CMU VENEER SYSTEM BEYOND HEAT GAIN COEFFICIENT(SHGC)4=1.0 p INTERIOR SOLID CORE WOOD DOOR INTERIOR WOOD FRENCH DOOR APPLICATION. TO STRUCTURAL PLANS (MATCH EXISTING) A (MATCH EXISTING) B (MATCH EXISTING) ^ -\j (MATCH EXISTING) - P.BD. M. ONE-HOUR FIRE RATED DOOR ASSEMBLY,HARDWARE AND CONSTRUCTION TO O wCOMPLY WITH IBC 715. api "WD.TRIM(MATCH EXISTING) STOREFRONT WINDOW/TRANSOM Z SYSTEM 3 ILE GENERAL WINDOW NOTES:"WD.TRIM(MATCH EXISTING) MERIC MEMBRANE O O WD.TRIM JAMB BEYOND A. ALL EXTERIOR GLAZING TO BE DUAL-GLAZED. METAL FLASHING B. PROVIDE THERMALLY BROKEN STOREFRONT WINDOW SYSTEM.STOREFRONT Op WINDOW PROFILES TO MATCH(E)PROFILES. BACKEROD AND SEALANT STOREFRONT ENTRANCE DOOR C. STOREFRONT SYSTEM TO MATCH(E)ALUMINUM STOREFRONT WINDOW FINISH. SYSTEM - SHIM(TYP.2) z 9. SEALANT WINDOW ELEVATIONS LEGEND: STOREFRONT WINDOW SYSTEM T TEMPERED/SAFETY GLAZING STOREFRONT HEAD- JAMB Sim. ENTRANCE HEAD SCALE:1/4"=1'0" Z -n� O OBSCURED GLAZING \r^\ 53 NOTE:INSTALL FINISH AND STOREFRONT SYSTEMS PER SCALE:3"=1'-0' �" NOTE:INSTALL FINISH AND STOREFRONT SYSTEMS PER SCALE:3"=1'-0" S SPANDREL GLAZING VJ p MANUFACTURER RECOMMENDATIONS. MANUFACTURER RECOMMENDATIONS. Wff••�� 0 3'-4" 12'-0" V-0• 11 6'-8" 0•_0" C co c CMU VENEER SYSTEM BEYOND CMU VENEER SYSTEM BEYOND 53 E.Q. E.Q. E.Q. 3'-0° 0 1 E.Q. E.Q. 1. E.Q. E.Q. 3•-q^ 2•_g^ O (MATCH EXISTING) (MATCH EXISTING) Q STOREFRONT WINDOW SYSTEM SYSTEM N (n'P) ���� ❑❑ N o Z W 3 STOREFRONT ENTRANCE DOOR T T T T N _ I? SEALANT Q N N N 3 SHIM Q _ o, DOOR THRESHOLD ° ' BACKEROD AND SEALANT z y v R tO T T T 9 ELASTOMERIC MEMBRANE/VAPOR °i a REFER 'v a REFER T v W TO O 5 Q DOOR GALV.METAL FLASHING BARRIER TO `o DOOR — ......SCHEDULE- .. SCHEDULE ADJACENT /�/�CONCRETE WALK SLOPE ELAST OMERIC MEMBRANE/VAPOR LL VJ O r AWAY FROM WALL - F =° � ::�.:;a: W BARRIER N N ........ :.-.11 -::.-.:::::::::: ADJACENT CONCRETE WALK(WHERE ° OCCURS),SLOPE AWAY FROM WALL _ ° 54 co d "EX.SIONJOINT "a . .a _ ALUMINUM STOREFRONT GLAZING ALUMINUMSTOREFRONiGLAZING ALUMINUM STOREFRONT GLAZING ALUMINUM STOREFRONTGLAZING DATES 3/14/OS CONCRETEFLOOR - CONCRETE FLOOR a. SYSTEM W1 U-VALUE</=.75&SOLAR SYSTEM W/U-VALUE</=.75&SOLAR SYSTEM W/U-VALUE<_ !-75&SOLARE e // /-.75&SOLAR SYSTEM W/U-VALUE<-• CDESIGNED: T.R. Y. SUBSTRATE-REFER TO EXPANSION JOINT SUBSTRATE-REFER TO / - HEAT GAIN COEFFICIENT(SHGC)</=1.0 HEAT GAIN COEFFICIENT(SHGC)</=1.0 HEAT GAIN COEFFICIENT(SHGC)4=1.0 HEAT GAIN COEFFICIENT(SHGC)<1=1.0 INTERIOR WOOD FRAMED GLAZING c Q STRUCTURAL PLANS I STRUCTURAL PLANS J . ' A (MATCH EXISTING) B (MATCH EXISTING) Cj (MATCH EXISTING) D (MATCH EXISTING) E SYSTEM(MATCH EXISTING) DRAWN: K.W. STOREFRONT SILL ENTRANCE THRESHOLD JOB�' 66°4 J"F NOTE:INSTALL FINISH AND STOREFRONT SYSTEMS PER SCALE:3'=1'-0" �� NOTE:INSTALL FINISH AND STOREFRONT SYSTEMS PER SCALE:3'=1'-0" W N MANUFACTURER RECOMMENDATIONS. MANUFACTURER RECOMMENDATIONS. A 6.1 DESIGN LIVE LOADS: I 'LOWER CHORD OFALL GABLE END TRUSSES SHALL BE ANCHORED TO - - - WIND: 85 MPH,EXP.T' - -WALL PLATE WITH I8GA FRAMING ANCHORS @ 4'-0'o..MAXIMUM,AND 'I LATERALLY BRACED TO ROOF FRAMING AT 4'4Y-SHEAR PANELS SHALL SEISMIC: ZONE STRUCTURAL NOTES STRUCTURAL LEGEND ROOF(SNOW) 25 PSF CONTINUE TO ROOF BEAM GABLE ENDS. - �I ADD'L SAVE LOAD(ICE):25 PSF AT ALL POST TO BEAM CONNECTIONS,POSITIVE CONNECTION SHALL BE FLOOR: 50 PSF PROVIDEDTOPREVEN UPLIFT OR LATERAL DISPLACEMENT. MIN.(3)2lt_STUDS(MUST BE FULL WIDTH OF BM ABOVE) PROVIDE PERIMETER FOOTING DRAIN WITH INVERTATOR BELOW JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH • NAILED TOGETHER WMUST BE FULL WIDTH FUL HEIGHT. STAMPED Y9(HBC NOT DISPLAY, GENERAL' FOOTING ELEVATION.EXTEND PERIMETER DRAIN TO DAYLIGHT OR WOOD FRAMING: SUPPORT SY SOLID BLOCKING EXCEPT WHERE THE ENDS OF JOISTS ARE - SUMP.MINIMUM SLOPE 2%(114 INCH PER FOOT). - NAILED TO A HEADER,BAND,OR RIM JOIST. ® COLUMN:SEE PLAN FOR SIZE ALL CONSTRUCTION SHALL BE IN STRICTACCORDANCE WITH ALL SLOPE PERIMETER GRADE AWAY FROM BUILDING AT A MINIMUM ALL NAILING SHALL COMPLY WITH TABLE 23-II41-1 OF 1997 UBC. •JOISTS FRAMING FROM OPPOSITE SIDES OFA BEAM.GIRDER„OR ACOLO OT LORED APPLICABLE CODES IN EFFECT ATTHE TIME OF CONSTRUCTION, SLOPE OF TEN PERCENT FOR FIRST TEN FEET.TERMINATE IN ALLOWABLE STRESSES SHOWN HEREIN ARE SUBJECT TO PARTITION SHALL BE LAPPED AT LEAST 3 INCHES OR THE OPPOSING JOISTS HOLD-DOWN STRAP:UNLESS NOTED OTHERWISE,MST60 WET 51 Pf* A( .� ED' INCLUDING CURRENT EDITION OF UNIFORM BUILDING OODE. DRAINAGE SWALE TO CARRY RUNOFF AT LEAST 50 FEET FROM. MODIFICATION FOR SIZE FACTOR,CONDITIONS OF USE,REPETITIVE SHALL BE TIED TOGETHER WITH A 16 GA STRAP,WITH AT LEAST(3)10d tj/(28)18d8 INTO 4x4 POST AND(3)l/2 DOLxS PEN. :_, ' 'THE PURPOSE OF THE STRUCTURAL ENGINEERING FOR SEISMIC BUILDING: - MEMBER USAGE,AND OTHER FACTORS APPROPRIATE TO MEMBER NAILS INTO EACH JOIST. EXPANSION BOLTS - CON - FORCESHEREINISTOSAFEGUARDAGAINSTMAIORSTRUCTURAL -CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING USAGE. JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE •� FAILURES AND LOSS OF LIFE,NOT TO LIMB DAMAGE OR MAINTAIN ALL RETAINING WALLS PRIOR TO BACKFILLING MAXIMUM MOISTURE CONTENT OF FRAMING LUMBER 19%. SUPPORTED BY FRAMING. EMBEDDED HOLD-DOWN:STHD14 w/MIN.4x4 POST,U.N.O. 14 6 �¢ FUNCTION. -WALLS SHALL NOT BE BACKRLLED WITHIN FIRST SEVEN DAYS OF 2x4STUDS FOR NON-BEARING INTERIOR PARTITIONS:.HEM-FIR#2OR UNLESS OTHERWISE NOTED,ALL CRIPPLE WALLS WITH A HEIGHT � •4 ' IF A CONFLICT OCCURS BETWEEN THESE STRUCTURAL PLANS(AND PLACEMENT OF WALL CONCRETE. - BETTER... EXCEEDING 141NCHESIN HEIGHT SHALL HAVE LATERAL BRACING PANELS - SHEARWALL DESIGNATION:IF MARK IS AGAINST WALL,CON- SIONALG� SPECIFICATIONS)AND OTHER PLANS REQUIRED TO COMPLETE THE • 2x4 AND.2x8 STUDS FOR BEARING WALLS AND/OR EXTERIOR WALLS: CONSTRUCTED WITH MIN.3r8'APA RATED WOOD STRUCTURAL.PANELS, STRUCT SHEARWALL ABOVE AND BELOW OPENINGS BETWEEN - PROJEICAMON THE NFORMATIONREQNSRE THE REQUIRED WITH THE HIGHEST STRUCTURAL TESTS AND INSPECTIONS: H.F.#2,Fb=M,E=1,300,000. 4'-0'LONG,HEIGHT OF CRIPPLE WALL,NAILED TO ALL STUDS AND PLATES L2 TURNSIN WALL.IF MARK IS LOCATED AWAY FROM WALL, •JOISTS;BEAMS;AND RAFTERS TTO 4"THICK;TAND WIDER:H.F.#2 WITH 8d NAILS@6"o MAXIMUM SPACING 25 FT.o.a - k PLAN EXPIRES STRENGTH SHALL GOVERN.SHOULD THIS NOT BE CLEAR,CONSULT - CONSTRUCT SHEARWALL FOR ENTIRE LENGTH OF WALLBLDG. ,1 ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION.. -STRUCTURAL TESTS AND INSPECTIONS SHALL BE IN (Fb=860,E=1,300,000j. WHERE STEEL CONNECTORS ARE NOTED ON PLANS;INSTALLATION RU55 ` • IF A DISCREPANCY IS FOUND IN THE PLANS OR SPECIFICATIONS, ACCORDANCE WITH THE 1997 UNIFORM BUILDING CODE,CHAPTER - BEAMS,STRINGERS 5'x SAND LARGER:H.F.#1(Fb=1060. SHALL BE IN ACCORDANCE WITH MFR'S RECOMMENDATIONS FOR MAXIMUM KEY MARK TO STRUCTURAL CALCULATIONS R. CO NTRACTORSHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY. 17. ALL TESTING AND INSPECTIONS SHALL BE CONDUCTED BY AN E=1,300,000) -STRENGTH:U.N.O. 4'o.c.,DKG TO BLKG ENGINEER SHALL MAKE A PROMPT DETERMINATION AND NOTIFY. INDEPENDENT TESTING FIRM SELECTED BY THE OWNER OR COLUMNS:H.F.#1(Fr-850,E-1,300,000).. •.ANCHOR BOLTS SHALL BE FURNISHED WITH TxTx 311V PLATE O TYPICAL WHERE CONDITION OCCURS ELSEWHERE CONTRACTOR OF.HIS FIND HIS WRITING ANY WORK DONE PRIOR CONTRACTOR AND APPROVED PRIOR TO START OF BUILT-UP COLUMNS UP TO 2X4's OR 2XS%MAY BE USED TO WASHERS. "SIM":SIMILAR SECTION WITH SOME DIFFERENCES TODELIVERY OF WRITTEN RECOMMENDATIONS SHALL BEAT OWNERS CONSTRUCTION BY THE ARCHITECT AND BUILDING DEPARTMENT. REPLACE SOLID COLUMNS OF EQUIVALENT OR SMALLER SIZE IF'. •STRENGTH OFI/T DIA ANCHOR BOLTS TAKEN AS 870 POUNDS PER BOLT TYP. DEPTH 50LID OR UNLESS OTHERWISE NOTED,THE FOLLOWING SPECIAL CONSTRUCTED AS FOLLOWS:NAIL PIECES TOGETHER WITH 16d NAILS, FOR SHEAR PARALLEL TO WALL,304 POUNDS PER BOLT FOR SHEAR "ALT."ALTERNATNE TO ADJACENT SECTION CALL. "BLOCKING' AND/OR CONTRACTOR'S N S.WRITTEN EXPENSE. INSPECTIONS AND TESTING ARE REQUIRED: ADJACENT NAILS DRIVEN FROM OPPOSITE SIDES,NAILS MUST PERPENDICULAR TO WALL. SECTION NUMBER R ALL MEASURALEEMENTS. DRAWINGS.WRITTEN DIMENSIONS SHALL BE USED PENETRATE AT LEAST 314 OF THE LAST LAMINATION,NAILS MUST BE • UNLESS OTHERWISE NOTED,THE EXTERIOR SIDE OF ALL EXTERIOR X1 51MP50N LTP4 FOR ALL MEASUREMENTS. CONCRETE:. SPACED NO MORE THAN o.c.;ONE ROW IN(3)2X4 COLUMNS,TWO WALLS SHALL BE SHEATHED WITH MIN.3Wx4'-0+x V-T WOOD STRUCTURAL .SHEET ON WHICH SECTION IS DRAWN EA.BLOCK TO CONTRACTORSHALLPROVIDESUPPLEMENTAL SUPPORT FOR ALL DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ROWS IN(3) 2x6 COLUMNS.(2)2x4 OR(2)2x6 COLUMNS CONSTRUCTED PANELS(APA RATED PLYWOOD OR OSS).NAIL EACH PANEL TO ALL STUDS, TOP PLATES CEILING AND ROOF MOUNTED MECHANICAL EQUIPMENT. - •CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO REINFORCED CONCRETE.SAMPLES FOR STRENGTH TESTS OF AS ABOVE.BUT WITH 10tl NAILS. PLATES HEADER$,AND WINDOW SILLS WITH 8d NAILS @ 8'o.a;INCLUDING DIRECTION OF SECTION CUT CONSTRUCTION AND SHALL NOTIFY ENGINEER IMMEDIATELY UPON EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN TYPICAL HEADER:4x8 H.F.#2 U.N.O. BOTH SIDES OF JOINTS.ALL JOINTS SHALL FALL OVERASTUD OR KEY �+ H3 @ ALT.TRU55- DISCOVERYOFANYCONDITIONSWHICHDIFFERSIGNIFICANRYFROM NOT LESS THAN ONCE A DAY,OR NOT LESS THAN ONCE FOR EACH 2x4 AND 2x6 EXTERIOR STUDS:HEM-FIR#2(Fb=850,E=1,300,000). HORIZONTALSOLIDBLOCKING KEY TO SECTIONS ES OR RAFTER5 THOSE DEPICTED ON THE DRAWINGS. - 150 CUBIC YARDS OF CONCRETE,OR NOT LESS THAN ONCE FOR - SIZE: SPACING: MAX HEIGHT: INSTALL FULL-DEPTH SOLID BLOCKING BETWEEN JOISTS AND RAFTERS U.N.O.,SEE PLAN • SECTIONS AND DETAILS SHOWN OR NOTED SHALL APPLY TO SIMILAR EACH 5,000 SQUARE FEET OF SURFACE AREA FOR SLABS OR 2x4's 24:o.m 814" OVER TOP PLATES OF ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS, CONDITIONS ELSEWHERE EVEN IF NOT SPEFICALLY SHOWN OR NOTED. WALLS. 2%4's 16'o-a. 9'-6" EXCEPT WHERE A CONTINUOUS RIM HAS BEEN INSTALLED. •ANY DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS •IF THE TOTAL VOLUME OF CONCRETE IS SUCH THATTHE 2X4's 12" .. 10'S' •ALL ROOF AND FLOOR SHEATHING SHALL BE APA RATED WOOD WITHFREQUENCY OF TESTING REQUIRED ABOVE WOULD PROVIDE LESS 2.6% 24". 13'-0• STRUCTURAL PANELS,GC,OD;OR STRUCTURAL I GRADE WITH THE APA • SOLE R TA PROVXPENSE OF CONTRACTONGINEER R AD/ORO OWNER. AT THE $d's@4'o.c.,DK'G TO BLK'G SOLE RISKAND EXPENSE OF CONTRACTOR AND/OR OWNER:.. THAN FIVE STRENGTH TESTS AT LEAST FIVECLASSNDOMLYNCRETE. 2x6's 16"o.c. 15'-0' . GRADE STAMP CLEARLY VISIBLE INDICATING APPROPRIATE SPACING OF ENGINEER SHALL NOT BE RESONSIBLE FOR JOBSITE SAFETY. TESTS SHALL BE MADE FROM AT LEAST FIVE RANDOMLY 2x6's 12"o.c. 16-0' SUPPORTS, - ' IF THE ENGINEER,ASA CLAIMANT OR ASA DEFENDING PARTY,IS AT SELECTEDBATCHES,OR FROM EACH BATCH,IF FEWER THAN FIVE - - ROOF DECKING SHALL CONSIST OFWOOD STRUCTURAL PANELS WITH A ALT...BLOCKING ANY TIME PARTY TO LITIGATION INVOLVING THE WORK DESCRIBED IN BATCHES ARE USED.. PREMANUFACTURED'I'SERIES JOISTS SHALL BE AS MINIMUM PANEL/SPAN RATING OF 24/0,NAILED TO ALL TRUSSES,RAFTERS, THESE PLANS OR SPECIFICATIONS,AND SHOULD THE CLAIMANT NOT. -WHEN TOTAL QUANTITY OF A GIVEN CLASS OF CONCRETE IS MANUFACTURED BYTRUSJOISTCORPORATION ORAN APPROVED AND SOLID BLOCKING OVER PLATES./8d NAILS @6"o...INCLUDING BOTH (2)51MP50N L53ds: PREVAIL SUBSTANTIALLY IN SUCH LITIGATION,ALL LITIGATION LESS THAN 50 CUBIC YARDS;STRENGTH TESTS ARE NOT SUBSTITUTE;:INSTALLATION SHALL BE INACCORDANCE WITH SIDES OF ALL JOINTS FALLING ON FRAMING MEMBERS.U.N.O. EA.BLOCK TO TOP PLATE EXPENSES INCLUDING WITNESS FEES,ATTORNEYS FEES,AND COURT REQUIRED WHEN EVIDENCE OF SATISFACTORY STRENGTH IS MANUFACTURER'S RECOMMENDATIONS.UNLESS SPECIFICALLY NOTED •FLOOR DECKING SHALL CONSIST OF WOODSTRUCTURAL PANELS WITH A LOCATE 16"APART - COSTS,INCURRED IN DEFENDING SUCH CLAIM SHALL BE BY THE SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL. OTHERWISE ON PLAN.DO NOT BIRDSMOUTH OR NOTCH FLANGE MINIMUM PANEUSPAN RATING OF 48(24,NAILED TO ALL JOISTS,BLOCKING, - CLAIMANT. ASTRENGTH TEST SHALL BE THE AVERAGE OF TWO CYLINDERS MATERIAL:GENERAL CONTRACTOR SHALL PROVIDE COPIES OF MFR'S .:AND RIMS WITH 10tl's@8'o.c,U.N.O.BLOCKING IS NOT REQUIRED UNDER MADEFROM THE SAME SAMPLE OF CONCRETE AND TESTED AT28 - INSTALLATION INSTRUCTIONS TO ALL TRADES ON PROJECT. JOINTS UNLESS NOTED ON PLAN: DAYS OR AT TEST AGE DESIGNATED FOR DETERMINATION OF fc'. - "ML*OR"LVL"REFERS TO MICROLAM BEAMS AS MANUFACTURED BY •AT DISCONTINUITIES IN TOP PLATES CONNECT TOP PLATETO BEAM OR SECTION ABBREVIATIONS: EXCEPTIONS: TRUBJOIST CORPORATION.(Fb=2800,E=1,80Q000) GIRDERWITH SIMPSON CS16x 3WOR MSTA30. T 1.CONCRETE CONFORMING TO MINIMUM REQUIREMENTS OF •'PSI•REFERS TO PARALLAM BEAMS AS MANUFACTURED BY '. SHEAR PANELS UTILIZING WOOD STRUCTURAL PANELS MAYBE A.B.' ANCHOR BOLT TABLE 18-FC OR FOR GROUP R.DIVISION 3OR GROUP U, TRUSJOIST CORPORATION.(Fb-2800,E=2,000,000). CONSTRUCTED USING 14GA x 2-i/T STAPLES IN UEU OF 8d NAILS.WHERE 'BLK'G'.BLOCKING DIVISION 1 OCCUPANCIES,PROVIDED THE BUILDING OFFICIAL. `.NOTCHING OF BEAMS SHALL BE AVOIDED WHENEVER POSSIBLE 10d NAILS ARE SPECIFIED,I4GA x 2-7/2'STAPLES MAYBE USED WITH 25% oD • 'DBE' DOUBLE FINDS THATA SPECIAL HAZARD DOES NOT EXIST. WHERE IMPOSSIBLE TO AVOID,ENGINEER SHALL BE CONCULTED REDUCTION IN FASTENER SPACING. 0) in ' 'DING DECKING 2.FOR FOUNDATION CONCRETE;OTHER THAN CAST-IN-PLACE PRIORTONOTCHING.IN NO CASE SHALL NOTCHING BE ALLOWED ON • DOUBLE JOISTS UNDER ANDOVER ALL INTERIOR SHEARWALLS AND : U) Q 07 "EX' EXISTING DRILLEDPILESOR CAISSONS,WHERE THE fC IS NOT GREATER THE TENSION SIDE OF THE BEAM IN THE MIDDLE THIRD OF THE BRACED WALL PANELS AND NAIL TO TOP AND BOTTOM PLATES USING T \ O pj • •EX'• EACH THAN 2,600 PSI. - NOTCHES IN THE ENDS OF A BEAM SHALL NOT EXCEED 116 THE BEAM PLATE NAILING FOUND ON SHEARWALL SCHEDULE.WHERE JOISTS ARE 5TD TRUSSES GRDR TRUSS 5TD TRU55 V y •'EN' EDGE NAILING 3.NONSTRUCTURAL SLABS ON GRADE. DEPTH NOR SHALL THE LENGTH EXCEED 1/3 THE BEAM DEPTH. PERPENDICULAR TO SHEARWALL,DOUBLE JOISTS UNDER EACH END OF y •E'.." EACH WAY' 4.SITE WORK CONCRETE FULLY SUPPORTED ON EARTH AND AND DOUBLE TRIMMES STUDS TEDUNDER OTHERWISE. OF ALL MICROLAM SHEARWALL;BLOCK BETWEEN JOISTS DIRECTLY UNDER SHEARWALL,AND BEAM-PER ••EXP.B"EXPANSION BOLT CONCRETE WHERE NO SPECIAL HAZARD EXISTS. AND PARALLAM BEAMS UNLESS NOTED OTHERWISE NAIL PLATE TO BLOCKING AS IF DOUBLE JOIST. - PLAN • Y 'FN* EXTERIOR REINFORCING STEEL FOR ALL CONCRETE REQUIRING SPECIAL •GLUED LAMINATED BEAMS('GLB').UNLESS SPECIFICALLY NOTED ON PROVIDE MULTIPLE THESTUDS ATMBER EACH SIDE OF WALL SIDE IN U1 7 ''FN" FIELD NAILING PLAN,USE DOUGLAS FIR;LARCH(Fb=2A00;E=1,800,000):SIMPLE-SPAN EXTERIOR WALLS.THE NUMBER OF STUDS AT EACH SIDE OFANY OPENING N �2 INSPECTION. - (V FOOTING BOLTS INSTALLED IN CONCRETE: BEAMS WITH COMBINATION SYMBOL 24F-V4.CONTINUOUS SPAN SHALL EQUAL ONE-HALF THE NUMBER OF STUDS INTERRUPTED BY THE ''G L..LB.• GLUED-LAMINATED BEAM PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND. BEAMS AND CANTILEVER BEAMS USE COMBINATION SYMBOL 24F-V8, OPENING,PLUS ONE.ONE-HALF OF THE STUDS(MINIMUM ONE)SHALL - '•G.T.' GIRDER TRUSS BOLTS WHEN STRESS INCREASES PERMITTED BY FOOTNOTE 5 OF WITH NO CAMBER SUPPORT THE HEADER OVER THE OPENING AND THE OTHER HALF,PLUS 'H.D.' HOLD-DOWN TABLE I9-D OR SECTION 1823 ARE UTILIZED. STRUCTURAL CALCULATIONS BASED ON ROOF FRAMING LAYOUT - THE EXTRA STUD,SHALL CONTINUE TO THE PLATEABOVE ROOF TRU55-SEE AR"'L FORK PROFILE 'HP" HIGH PERFORMANCE .STRUCTURAL WELDING: SHOWN ON PLANS.DEVIATIONS FROM THIS LAYOUT REQUIRE A ALL EXTERIOR WALL STUDS SHALL BE CONTINUOUS FROM FLOOR TO. BEAM-SEE PLAN•"HT.' HEIGHT •.DURING THE WELDING OF ANY MEMBER OR CONNECTION THAT REVIEW BY THE ENGINEER.AND POSSIBLE REVISIONS TO STRUCTURAL ADEQUATE LATERAL BRACING SUCH AS ROOF DECKING OR FRAMING O 'H.T.' HIPTRUSS IS DESIGNED TO RESIST LOADS AND FORCES REQUIRED BY THIS DESIGN. MEMBERS PERPENDICULAR TO WALL 'INT.' INTERIOR •'PRE•MANUFACTURED.TRUSS SHOP DRAWINGS ARE CONSIDERED A •PLACE TRIPLE STUD OR SOLID COLUMN UNDER END OF ALL BEAMSAND CC44 COL CAP �. '•JST JOIST ODE' DEFERRED SUBMITTAL IN ACCORDANCE WITH UBC SECTION 106.3.4.2. GIRDER TRUSSES,EXTENDING TO FOUNDATION,U.N.O. O O , �, MATERIAL EXCEPTIONS: +:ALL PRE-MANUFACTURED WOOD TRUSSES SHALL BE DESIGNED BY •.PROVIDE SOLID BLOCKING OR RIM JOISTS AT ALL JOIST SUPPORTS O O - WOOD-FRAMED WALLS 1.WELDING DONE IN AN APPROVED FABRICATORS SHOP IN MSNRY TIES PER CODE "MBR' MEMBER ACCORDANCE WITH SECTION 1701:7. TRUSS MANUFACTURER,WHO SHALL SUBMIT TO ENGINEER A MINIMUM JOIST ENDS.NAIL FLOOR DECKING TO ALL BLOCKING AND RIM JOISTS WITH "MFD' .MANUFACTURED 2.SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16"IN SIZE. OF(4)COPIESOFSHOP DRAWINGS STAMPED BY AN ENGINEER I0d%@6'o.c.U.N.O. - SHEATHE AS SHEARWALL#2'MFR" MANUFACTURER 3.FLOOR AND ROOF DECK WELDING. REGISTERED IN THE STATE OF WASHINGTON.SHOP DRAWINGS SHALL - '"o.c.' ON CENTER 4.WELDING OF STAIRS AND RAILING SYSTEMS. INCLUDE LIVE AND DEAD LOADS USED,INCLUDING SNOW DRIFT AND - - ^� "PL' PLATE WIND UPLIFT,LAYOUT AND ERECTION PLANS,TRUSS PROFILES,UBC M5NRY VENEER PER ARCH'L l '"PLF- POUNDS PER LINEAR FOOT - APPROVED TRUSS-TO-TRUSS CONNECTIONS,TEMPORARY AND v ''PLWD' PLYWOOD CONCRETE: PERMANENT BRACING AND BRIDGING:MINIMUM BEARING LENGTHS, 'P.T.' PRESSURE TREATED OR POST-TENSIONED AND HOLD-DOWN CONNECTORS.ALL PAGES OF SHOP DRAWINGS IIT530:BM '"SHPG"SHEATHING CONCRETE MUST BE PLACED CONTINUOUSLY AND WITHOUT COLD SHALL BE NUMBERED SEQUENTIALLY,SHALL REFER TO THE PROJECT, TRU55 HANGER e ' "SPL" SPLICE JOINTS..IF COLD JOINT IS NECESSARY,CONSULT ENGINEER FOR AND SHALL BEAR TRUSS ENGINEER'S STAMP/SEAL. TO ROOF TRU55 APPROPRIATE REINFORCING AND PROCEDURE. O ' "STD•. STANDARD CONCRETE SHALL CONFORM TO APPLICABLE PROVISIONS OFACI 301 ALL PRE-MANUFACTURED TRUSSES SHALL BE DESIGNED FOR 5 PSF - BTGRD'STAGGERED UPLIF70N TOP CHORD,5 PSF DEAD LOAD ON BOTTOM CHORD,AND A - - • "STL"- STEEL (LATEST REVISION).MINIMUM 28 DAY COMPRESSIVE STRENGTH(U.N.O. DEAD LOAD OF 10 PSF DEAD LOAD IN ADDITION TO WEIGHT OF - - F -7 + "gW SHEARWALL ON PLAN): TRUSSES ON TOP CHORD(UNLESS NOTED OTHERWISE ON PLAN). SECTION q SECTION /TPL' TRIPLE 'TRUSS SHOP DRAWINGS SHALL BE STAMPED WITH C CJ TR' TRUSS FOOTINGS: 2500 PSI - MANUFACTURER'S COMPANY NAME,TOP AND BOTTOM CHORD DESIGN ' • "T&B. TOP AND BOTTOM WALLS: 3000 PSI LIVE LOADS,AND SPACING OF TRUSSES;AS REQUIRED BY UBC 2343.6. - scue,sla•_rya. C I SCPIE:3/4•-ro• -. • *U.N.O."UNLESS NOTED OTHERWISE. SLABS ON GRADE 2500 PSI ALTERNATE ROOF RAFTERS AND ROOF TRUSSES SHALL BE J ' •W.W.F.•WELDED WIRE FABRIC :ANCHORED TO SUPPORTS WITH 18 GA FRAMING ANCHORS. - - - - - •.DEFORMED GRADE 40. 6 ANREID LARGER SHALL BE G ADESMA 60.R SHALL BE +.ALL FLUSH FRAMING SHALL UTILIZE APPROPRIATE SIMPSON DEFERRED SUBMITTALS: . REINORCETSHALNDLARRICATDAND GRADE BD. ALL ANCHORS OR AN APPROVED ALTERNATE: • REINFORCEMENT SHALL BE FABRICATED AND PLACED DEFERRED SUBMITTALS,INCLUDING SHOP DRAWINGS,ARE ACCORDANC . E WITH MANUAL OF STANDARD PRACTICE(ACI315). - SHEARWALL.PER PLAN HOLD-DOWN SHEARWALL-SEE PLAN NECESSARY FOR THE FOLLOWING REASONS:i)TOALLOWTHE • SPUCES,)OWEL PROJECTIONS,AND EMBEDMENTS SHALL BE32 BAR PER PLAN .NEW 5HEARWALL-.SEE PLAN ENGINEER AND REVIEWING AUTHORITY TO CONFIRM THAT THE DIAMETERS;BUT NOT LESS THAN 18 INCHES. 5/$"DIA.A.B.'s 3'-O' -Ac CONTRACTOR UNDERSTANDS THE DESIGN DRAWINGS AND'.. • PROVIDE CORNER BARS OR CONTINUOUS REINFORCEMENT AT @ ' SPECIFICATIONS,2)IN SOME CASES ENGINEERING DESIGN MAY BE CORNERS AND INTERSECTIONS OF WALLS. O.C. #4 DOWELS TO MATCH EA. ' M Z REQUIRED,IN WHICH CASE THE DESIGN DOCUMENT WILL STATE MIN.FOUNDATION REINFORCING: - NEW HORIZ.BAR.DRILL AND SIMPSON MST60 W/(2$)16d'S -• THATTHEY MUST INCLUDE AN ENGINEER'S STAMP;3)IN THE CASE 6'WALLS:(2)#4%TOPANDFOOTING SHEARWALL SCHEDULE EPDXY w/HILTI HVA CAPSULE -� 0 � USING IS/32'APA RATED WOOD STRUCTURAL PANEL SHEATHING 4'GONCR.SLAB- INTO POST AT UPPER END 1- OF A'PERFORMANCE•SPECIFICATION,THEY ARE NECESSARYTO #4 HOR's@10"-,#4 VERTs@18"o.a SEENOTES MIN,6"SLOPING DOWNWARD L DETERMINE WILL MEET THE PERFORMANCE STANDARD PLACE TOP REINFORCEMENT NOT MORE THAN 4 INCHES SELOWTOP COMMON NAILS THROUGH-OUT.PLATE NAILING REFERS TO BOTH TOP AND BOTTOM. INTO EX5TG CONCRETE AND(3)1/2"DIA.'x G'EXP'N Q. DO NOT USE UBC TABLE 23.11411 PLATE INTO PLATE NAILING AT SHEARWALL& BOLTS @ 6'o.c.,MIN.6'APPROPRIATE,LEGAL,ANDCODE-COMPLIANT MANNER OF WALL.PLACE BOTTOM REINFORCEMENT NOT MORE THAN B INCHES o Ft O •THE FOLLOWING ARE CONSIDERED DEFERRED SUBMITTALS.AND ABOVE SOIL AND AT LEAST THREE INCHES ABOVE SOIL, I NEW HORIZ.BARS 2x6 P.T.SILL PLATE U AS SUCH,MUST BE APPROVED BY THE ENGINEER AND BUILDING MINIMUM CONCRETE COVER OVER REBAR#5 OR SMALLER(U.N.O.): MARK: v SHEATHING: EDGE MUG:(EN)FLD NUG:(FM PLATE NLG: FROM TOP OF CONCRETE IIII U.N.O.-5EE PLAN o W '^ OFFICIAL PRIOR TO INSTALLATION OF ANY COMPONENT SHOWN UNFORMED CONCRETE AGAINST EARTH: 3' . �J . AT LOWER END. - W VJ 1 (100) 7 G.W.B.(UNBLK'D)•'• 5d CLRS @ 7• 5D CLRS @ 7"-16d's @ 8' ❑ ON THE SUBMITTAL: FORMED CONC.AGAINST EARTH OR EXPOSED TO WEATHER 1.1/2" NJ FORMED CONC.NOT EXPOSED TO EARTH OR WEATHER 3/4" - #4x2'-O',CTRD - ., 5/$xG"EXP'N.BOLTS @ O REINFORCING STEEL SHOP DRAWINGS •PROVIDE(2)#5 BARS AROUND ALL OPENINGS WITH BARS EXTENDING Q(260/213) 15r32'W.S.P." Bd's @ 8'o.c. 8dk @.72"•• 16tl'9 @ S' - IN CROOK OF H.D. 3'-0"O.C. _ W STEEL EMBED SHOP DRAWINGS MIN.24 INCHES BEYOND OPENING IN ALL DIRECTIONS. Q(3801312):15/32"W.S.P.• 6d's@4"o.c. ed's@IT- 16d's@6' Tu •' •' SPECIAL STEEL CONNECTOR SHOP DRAWINGS ATCOWMNS,PROVIDE SLIP JOINT SEPARATING SLAB FROM COLUMN EXST'G REINFG - MIN.(2)#4's T48 �° ROOF TRUSS SHOP DRAWINGS AND PIER TO ALLOW SLABTO MOVE FREELY WITHOUT EFFECTING - o j- LL CONCRETE MIX DESIGNS COLUMN OR PIER. (400/350) 15132-W.S.P.• Bd's@3'ox. 6Qa@12"' 16dk@4" - - •:ALL SHOP DRAWINGS FOR REINFORCING STEEL SHALL BE CHECKED . -• SEE PLAN O m •ALL SUPPLIERS OR SUBCONTRACTORS FURNISHING DEFERRED BY SUPPLIER AND CONTRACTOR PRIOR TO SUBMITTAL TO ARCHITECT Al(490/402)'1S/3T W.S.P.-V-) 8d's @ 3•o.c. 8d's @ IT'• 16d%@ 4" - (2)#5'S:T 4 B IN FTG- - • - 5/$'DIA. A:B °4 SUBMITTALS SHALL BE RESPONSIBLE FOR ENSURING THAT ALL ANDENGINEER.PROVIDE ENOUGH COPIES TO ALLOWARCHITECTAND MIN.4"FROM SUR- I @4$°o.c.SEE PLAN o F- I, 2'-0' � -" INFORMATION COMPLIES WITH ALL REQUIREMENTS OF THE 1997 ENGINEER TO RETAIN ONE COPY EACH.REPRODUCIBLE SHOP ZL(600/492) 15/32+W.S.P.-I-) 10d's@3'o.0. 10d's@12'•• 16d%@T FACES Of CONCR. T �. - - ¢ Q -UBC AND ALL OTHER APPLICABLE CODES. DRAWINGS WILL NOT BE STAMPED BY ENGINEER F ❑ ENGINEER WILL NOT STAMP REPRODUCIBLE SUBMITTED ITEMS. •:FOR LOCATION,SIZE,AND DETAILS OF OPENINGS,SLEEVES, WS.P.'s-ERE STUDS SPACAL ED Le.,APA RATED PLYWOOD OR OSB SECTION 4 m 8'o.a WHERE STUDS SPACED @ 24"o.a SGNED.APPROVAL STAMPCONTRA TORSHALSUBOT VALID I ADEET QUATE NUMBER OF INSERTBELOCSCD PRIOR TO PIPES.SLOTS OF CONCRETE, ITEMS,REFREQUIRED TO •"1•1/4'TYPE W DRYWALL SCREWS MAY REPLACE Sd COOLER NAILS - _ Z SIGNED. CONTRACTOR SHALL SUBMIT ADEQUATE NUMBER OF BE LOCATED PRIOR TO PLACEMENT OF CONCRETE,REFER TO •••CONSTRUCT AS"HIGH PERFORMANCE'SHEARWALL MIN.3"THICK MEMBERS AT G scn�.3/a o• S I m CO PIES FOR HIS USE PLUS ONE ADDITIONAL SET FOR ENGINEER'S ARCHITECTURAL,MECHANICAL,PLUMBING,ELECTRICAL OR OTHER BILL PLATE AND BEHIND ALL EDGE NAILING,STAGGER NAILS,SEE DETAIL DWG - SECTION' G RECORDS DRAWINGS APPROPRIATE FOR THE ITEM. - SECTION 5 �. FO REVIEW AND SHALL ALLOWOF DEFERRED FIVE WORKING DAYSSEE DETAIL DRAWINGFOR IF NOT NOTED, USE FULL LENGTH CONCRETE SLABS: SEE PLAN FOR PANEL LENGTH.IFNOTNOTED,USEFULLLENGTH H ERF ORWING. FOR REVIEW AND APPROVAL OF DEFERRED SUBMITTALS BY WHERE SHEARWALL&ON PLAN MARKED'•••"CONSTRUCT AS HIGH PERFORMANCE ENGINEER. CONCRETE SLABS PLACED ON THE EXISTING SOILS WILL SHEARWALL,REGARDLESS OF NAILING PATTERN. p EXPERIENCE SOME MOVEMENT.IF THE OWNER AND CONTRACTOR - O FOUNDATIONS: ARE WILLING TO ASSUME THE RISK OF SLAB MOVEMENT AND RELATED STRUCTURAL DAMAGE THE FOLLOWING RECOMMENDATIONS,IN H • FOUNDATION DESIGNED WITHOUT BENEFIT OF ENGINEERED SOILS ADDITION TO ANY RECOMMENDATIONS CONTAINED IN THE SOILS TENSION TIE SCHEDULE 6x6 POST AND CONNECTOR PER PLAN: MASONRY VENEER 5/$"DIA.A.B.s w REPORT AT OWNER'S REQUEST.DESIGN CRITERIA BELOW WERE REPORT SHOULD BE FOLLOWED. @ 4$"o.c.,U.N.O. - m ASSUMED FOR PURPOSES OF THIS DESIGN,AND SHOULD BE SLABS ON GRADE SHALL BE MIN.4 INCHESTHICKWITH Bx6 DIRECTLY UNDER CANOPY BEAMS BYOTHERS O U CONFIRMED BY A SOILS ENGINEER REGISTERED IN THE STATE OF yVIAxW1.4 W.W.F.AT MID-0FPTH. 5HEARWALL-SEE PLAN z K WASHINGTON,ATOWNER'SEXPENSE,PRIOR TO CONSTRUCTION.THIS • PLACE SLAB ON 6 AT, OF CLEAN FREE-DRAINING.COMPACTED SYMB: CAP.(LBS) OPTION OFTION#2: CONCR.SLAB- G - Up PROCEDURE MAY REQUIRE REVISIONS TO FOUNDATION DESIGNIF GRANULAR FILL. SEE NOTES - SOILS ENGINEER DETERMINES THAT ASSUMED CRITERIA ARE +PLACE GRANULAR FILL DIRECTLY ONUNDISTURBED BEARING SOIL CONCRETE SLAB N (2)#4'5 T.15,4 FTG T-1 650 CSIGx1T'w(5)10d's EA,END LSTA12 w/(5)10d'S EA.END O. iu INAPPROPRIATE FOR THIS SITE. OR ON STRUCTURAL FILL INSTALLED AND COMPACTED IN: : � FOUNDATIONS SHALL NOT BE CONSTRUCTED ON SITES WITH ACCORDANCEWITHRECOMMENDATIONSMADE BY A SOILS ENGINEER 6"(TYPJ CURB EDGE - : #5"ELL'BARS,FULL T-2 1200 C518x24'w/(e)10d'S EA.END LSTA24 w/(9)tOtl's EA.END BY OTHER$. - HT.w/6"BEND@. N f NATURAL SLOPES IN EXCESS OF 6:1(20%)UNLESSASOILS REGISTERED IN THE STATEOFWASHINGTON. IB'o.c. �_ 'z INVESTIGATION HAS BEEN CONDUCTED BY AN ENGINEER REGISTERED +..•FLOAT SLAB INDEPENDENTOF5TRUQTL ft MEMBERS TO T-3 1650 CSi8x36"w(12)tOtl's E0.END LSTA 36 w/(t2)tOd's EA END 2x6 P.T.SILL PLATE • 4 Z " INTHE GATEOFWASHINGTON. I .PREVENT SLAB MOVEMENT FROM AFFECTING THESTRUCTURE: 6"BEND - ut ° Q "w UNLESS NOTED OTHERWISE ON PLANS,FWNDATION WALLS SHALL pROVIDEASLIP JOINT BETWEEN SLAB AND ANY STRUCTURAL Td 1850 CS18x48"wi(12)tOd'e EA END LSTI49 w/(72)10tl's EXEND a. ,.° 'a U.N.O.-SEE PLAN EN(EDGE NAILING) _ e l:l"' F -+ HAVE 6/8"DIA ANCHOR BOLTS SPACED MAXV-0"o.c.THERE SHALL CONCRETE OR STEEL t0 •.. •• SOLE PLATE SLAB UNDER- ° o 6 BE ONE BOLT WITHIN ONE FOOT OF EACH END OF EACH SILL PLATE, •.PLACE SAWED OR GROOVED CONTROL JOINTS IN SLAB TO CONTROL T-5 2750 CMST14x48"w/1610dS EA END MSTNBw/H8)10d's EA.END - a W a SHRINKAGE CRACKING. SHOULD BE AT LEAST 20%OF SLAB ( ) ° ° a SYMENT-5EE 9 J AND NO BOLTS SHALL BE LOCATED WITHIN(7)BOLT DIAMETERS OF THE ° ' °' SPEC - END OF A PLATE. DEPTH AND SHOULD SURROUND A MAXIMUM OF 200 SQUARE FEET. T-B 5800 CMST74x 7T w/(38)10d S EA END MST12 w/(36)10d'S EA END • U p ALL ANCHORBOLTSSHALL BEFITTEDWIfH Tx2"x3/16•PLATE RECOMMENDED SPACING 1S 12TO 14 FEET BOTH DIRECTIONS 4,. _ •. +: 41 . ' O lu WASHERS U.N.O. •.PLACE 6xB-W1.4xW1.4 WELDED WIRE FABRIC AT MID-DEPDIOF SLAB T-7 6795 CMST14x 10'-0"w/(44)10d's EA END MIN.(2)#4'9 T#B 'SILL PLATES SHALL BE MIN.2x4 REDWOOD OR PRESSURE1-1- FOR FLEXURAL REINFORCEMENT.CUT ALTERNATE WIRE AT CONTROL SEE PLAN - j U WOOD,U.N.O. JOINTS. _ NOTE;CAPACITIES SHOWN FOR WIND OR EARTHQUAKE FORCES. • ^ • '• • _ ^' EMBEDDED HOLD-DOWN 4"PERFD DRAIN TILE N T) z HOLD-DOWNS SHOWN ON PLANS SHALL BE LOCATED TO ••PLACE(1)#4xT.0"REBAR WITHIN SIX INCHES OF ALL RE-ENTRANT CONNECT EACH STRAP TO MEMBER SHOWN ON PLAN AND EXTEND TO EQUAL °,: °., <. a 5/6"DIA. A.B.' <n WHERE REO'D ON PLAN IL 2'-0`U.N. 'J LO ., - CORRESPONDWITHSTRUCTURALMEMBERABOVEORBELOW,AS CORNERS IN SLAB.ORIENT 45 DEGREES TO SLAB EDGES. OR LARGER MEMBER BELOW OR WRAP BM OR MULTIPLE JOISTS BELOW, (5)#5'S T46 °' @48".....U.N:O.- " SE°' EPLAN ^, IN GRAVEL ENVELOPE, z t j O APPROPRIATE. - UNLESS OTHERWISE NOTED ON PLAN.WHERE POSTS ARE CALLED FOR SEE PLAN 5EE SPECS Uj po.� WHERE HOLD-DOWNS ARE SHOWN AT CORNERS,LOCATE NEAREST DO NOT REPLACE WITH BUILT-UP COLUMN BUILT UP FROM MULTIPLE STUDS. - N O ... EDGE 1--V FROM CORNER,UNLESS OTHERWISE NOTED. #4'S @ 16"o.c. 3"C ALL AROUND - HOLD-DOWNS SHALL BE IN PLACE AND SECURE PRIOR TO - ❑ Q ,.-2 ,. LO FOUNDATION INSPECTION. 3'-(Y' Z on • FOOTINGS SHALL BE PLACED DIRECTLY ON UNDISTURBED BEARING - ¢ J �j 'O SOIL OR COMPACTED STRUCTURAL FILL TESTED AND APPROVED BY F �0 z Y3 w REGISTERED SOILS ENGINEER. GECTION SECTION G z = O z w ' MAXIMUM DESIGN SOIL PRESSURE:2000 PSF 5E N SECTION I g 8 N O - • DESIGN'ACTIVE"LATERAL EARTH PRESSURE:36PSF/FTOFDEPTH. ;•y4.=i•.O. scue.tea,=i,-0, ]. �I-, I'm ` DESIGN"AT REST LATERAL EARTH PRESSURE:45 PSF/FT OF DEPTH. - S I S I sue`314' is U z (J� DESIGN'PASSIVE'LATERAL EARTH PRESSURE:150 PSFIFT OF' - `' I 00 �. 0 N DEPTH. / () z-¢ - STAMPED FRI` T 15PLAY A COLORE RED WET.SIGN4-V - TT D r COPIES 1146 Fc N. ON !!POO T N co co l 0 m V Q N N N � PLACE EDGE.NAILING(EN)ALONG ALL PANEL EDGES, N Z INCLUDING BOTH SIDE OF HORIZ.AND VERT,JOINTS ROOF DECK E.N.- h O V J MIN:I Od's @ G' - MIN.(12)I Gd NAILS BETWEEN JOINTS vl d Z IN TOP PLATES. o O f DRAG TRU55 OR SHEAR - V PANELS-SEE PLAN W MIN.3x OR DBL STUD AT ENDS 51MP5ON'LTP4" OF ALL SHEAR PANELS.AND AT EN PERIIMETER OF ALL OPENINGS o.. 12d's @ G"o.c. - OR L570's 3'-0'o . 12d'5 @ G"o- TRU55 TO OF PLATE5 WALL CORNERS.(MUST .N.O.-SEE PLAN BE MIN.3x FOR H.P.WALLS) N W o - SOLID BLOCNG BEHIND o 111 5HEARWALL- ALL HORIZ.JOINTS NAILS SHOULD BE LOCATED.MID-WAY SEE PLAN BETWEEN NAILS ON OTHER 51DF OF JOINT m O W EN FULL HEIGHT AT ALL HOLD-DOWNS m' SECTION /07N SECTION AT HIGH PERFORMANCE"SHEAR- NAILS SHOWN STAGGERED AS IF FOR ,�;ya.s i,-0. Laos ;a�a,=i,-0, innos 1NALL5, (#5 OR HIGHER OR WHERE HIGH PERFORMANCE WALL. I N S 2 S 2 NOTED""ON PLAN), PLACE 3x_ o Q (4)c_OKAY)MATERIAL BEHIND ALL m a NOTE:-THIS DETAIL NOT NECE55ARY WHERE TRU55 MFR HAS PANEL EDGES,INCLUDING TOP AND r BOTTOM PLATES,HORIZONTAL O 2x4 OUTLOOKS @24"o.c. PROVIDED COMPLETE ENDWALL BRACING DETAILS. SHEATHING AND NAILING m ROOF DIAPHRAGM 2x4 OUTRIGGERS GIRDERTRU55 BLOCKING,STAGGEND RED. NAILS. EDGE NAILING �\ @ 24 o.c.- PER PLAN SHALL BE STAGGERED. REQMTS APPLY OVER AND ROOF DIAPHRAGM MIN:.I/2'FLWDxx PA EDGE NAILING'EN" OCCURS ALONGUNDER ALL OPENINGSEDGE-NAILING 5HEARWALL ALL OUTSIDE EDGES OF DIAPHRAGM GIRDER TRU55 EDGE NAILING SOLID BLOCKING - AND ON BOTH SIDES OF ALL JOINTS 5HEARWALL - PER PLAN MAX.2'-G' ETWEEN OUT- FALLING ON JOISTS OR BLOCKINGEDGE NAILING U.N.O. RIGGERSDROPPED-TOP FIELDNAILING(FN)16ds @ 12 oGABLE-END (NO JOINT OR EDGE) o U N O. TRU55 EXTERIOR SHTG /// PLATE NAILING:OCCURSMAX.2'-6' MEM8ER5 EXCEPT THOSE BEHIND AT BOTH TOP AND U.N.O. 4-a PER PLAN- GONAL BRACING JOINTS. BOTTOM PLATES WNOSHTG SPLICE .aro ROOF. ICALSHEARWALL CONSTRUCTIONTE A6AIN5T TOP AT ROOF DECKING)Sd's ROOF DECK HIGH PERFORMANCE 5HEARWALL5 ZO'j EXT.SHT1G TTOK EDGE NAILING - O RgHIONFD��BOPNTS 2x4 DRYWALL BACK)NG RC,4HCOE�CENWTERLINE NOTE: "HP'DENOTE5 HIGH PERFORMANCE- F Q B w/(2)12d's INTO EA.STUD UP AND GANG- - SPECIFICATION. USE ONLY WHERE HIGH m' zO2x4 DRYWALL BACKINGBRACE EXCEEDS WHERE 5HT'G 15 EXTENDED MIN.3° PERFORMANCE 5HEARWALL SPECIFIED. o Z <O w/12d's G"o.c.INTO 8 FT.LENGTH ONTO RIM BELOW AND BE (#5 S.W.OR ABOVE OR WHERE""NOTED z —1 ro TOP PLAYS WHERE'BLOCKED VIEW: 2 NAILED, USE STD 2x SOLE PLATE ON PLAN NEXT TO 5HEARWALL CALLOUTJ m 3 ? DIAPHRAGM IS SPECIFIED, SECTION ...3 BLOCKING UNDER ALL PANEL r saa:ten•-na q ON H.P.SHEARWALLS VIEW.: I w = r;NO SECTION -L�- JOINT5AND EDGENAIL BOTH -. ✓� V s q score:tea•=r.a in.eos G 2 SIDES"OF ALL JOINTS :wa•'r0' - S'Z U —z (f•�. scueara•=ra• m.00. J2. .J O l�..0u.E REVISIONS: T 2` .. r:iii: iiii.`ci:'::::;:;:l;'i:`;':4: 5 6 2 4 5 6 0• s;;;;:;;;:;c::'....... ..'.i STRUCTURAL NOTES: 1. ......................................... , A. SEE SHEETS Sl&S2 FOR STRUCTURAL NOTES,SCHEDULES,AND DETAILS. 2. rE-'F:i°:(•isiSivii=:isiiiE?iii:i(( {fifttt(.'::i:': :}f::4Sc(':i � B. SEE DETAIL 1/S2 FOR CONSTRUCTION OF SHEARWALLS. 3 A i � ;;- ;;;' ;;:�;:;;;•;;::' ' :'::::::::{_ '� C. SEE DETAIL 2/S2 FOR CONSTRUCTION OF ROOF DECK. 4. M. :: .................................................................................. .' : :::::::::::::::::: ................................................. _r..........:,:::»......::::::....... -- . L __ _ B } N wtis .:r.. ....— --...'.... ::: i 6 ....:::. .:::.. ::.: .... .... . .t. .,...., ... c N a of L.... ... :::.'.::..... ,.. .:, .. :: .-: as - . ..: ........ .... f?:' v� o f N u k .......:. ::: ::::..: .:... .:::f a rn .. .. ... .......... . i. to maa ... ... . E:. f. .. .: t t :.:....,... 1....... ... N N .... ..... ... .. ... .... ............ ... ..:.:. ........ ...f... .. .......... .......... .. ........ - ......... .. ...... .... .......... ......... .: ....... .. ....... ..... r �ma ...... .. .... .�. ..... .... 5 m .-. .... ..:::.. ... .... ....... ..E�. q .I. .:-::.: ......... .. .. ... .. T R m m ..... ... .... .... ..... .... ..t... .. : ... :.. FClSIE'R K.O CJ th N v O k. o b J......... ......... . . ... ........ . . ...._ ... ..... o .. . ...... .. cecr n aW I...,....,. . . ".:................ I c r. ..... . f. s!a Is 9 ....... '1 ..... .._. ......... o w ........ .... >:>: ... .:..- ...... ...... ... .. _..-t. . .I''f: � ;;..; I ....... .... i.. ......... .:'..:..........:::. ............................ .... ... ....._... ... . . .... ... . ..... .. .... ... . .. ... .. .. .... . ...... ... ... .. .. ..... . .:.°::..:...:..:... t... _....._:.::...::...:........_....._........ ....... .....:.:......:.:....:...::.:. ........_......................................................................................................................................................................_................. . I Z c . . ....... .: ::..:..... r. a E� t. E k: A .. ..:....:.:.;.:' f' .... .....:... t:: .......... ... .... .... ...... . ......... .. ... ... ... .. .. .. ... ... .. ...... ....k. `L) I. ., .;. ..;. f W t..... .. ... .... ..'..... ... .......:.. .... .... iJ 0 .. .... Q . ;. Q' :....::. I L..................... .... ........................ .. ...... .....k... %'.. .:.:.:::::. :::.:.::::. ............ ... .... ...:: ...... ..... ..... ... Qi 3...... ::..,::........ 1:E_:::::. - { p — . - D r.:.;.::..:: .... ..: f';':: % o ..... .... ►........ : .;::>..... .. 4. t.............. k, I .. a: r:;;;:i:;:;i;;;;.;.:::::` b -7 .........:.. .} .......... .. :.:::' ....:. .. a.:. t. s. :`. .......................... == %%: F.................... ... f_. ........... -. 1.. ... -.f: - S :::•:::.-:.. .....:::......- ... , : ...... ........................ ... ... ... ............... .. k:c' ... :. ::::::.: ................... ........... ............ ... a .::::: 1;:' .............. .......... ...... ........... ... ..... . ....................................... .... . . ... . ..... ........ k. ................. ........................................... ........................ ..... % .................. ... ......................... .......... ..E....::::. :•:..•....%%-:::.:::::.-:::.:...f ................ .. ... ..... .............. ............... ... ....... .:............ .... . ...................... ................ .......................... .......... :.:.:::...:.t .......: .... I .: .... ... ....................... ......... .......................... ............ ......... ............... ............. ... ... ........ ... ......... ... .. ............. ... �e ............................................ : ::.. ., ::: ::.:... -:::' ..:::::..:......:::::... . :...... .................................. k::::..::.::::::: ........................ ..: s::;..;;:: .:...... .::;;F'' ......%� ............................................. .............. .-. ................ ...:.................. 1:: ....... ... I ::::.:..::...: ::..... ... ... :::..... ...... . ... ............ ................ - . .... ...... ............ - .. .:. ::::.::::.. :::::::::::::.:: ::::> :. .. .... :.:::: .:::::::..:::::::...:..:.:.:.:::....... ........ ........:.:. :.. ...'t :::..::::.:. .. ...... ...... .............. : .......:......:;::>.:.....::...:::.:..:::::....:...:: ::::: ::::> :: ....:::::... ....... ...... > cy) i........................................................................ .................................. .. ........:..: ... .:....:::.::.:..:::..... ... . :...................... : %%.'. .. ..................................................................................................... .... . .......... ............... .... ........................ . ... .. . ... ... .. ..... %........................ ...... ............................................................................................... .. ............... ... ........................ f... .............. . ................................................................................... .. . .... .. .......... . o ......:....:...:.......................::::..:::..:::::.-:::::::::::.:::::::::::::::..:::.-::::::::::::::::::::.::::::.-::::::::::::::.::.::::.:::::::::.-:.:..-::::::::::::::.::::::::::::::::::....::::.-:::::::::::::::.:::..f. ........... ............................. . .............. .. ... ..... .......... m i:•..........I......................................................... ...............................................................................................::.. ::::::::::::::::::..:::.:.:::::::::.:............................ .................................... .................... .......... ........................................................... ........ ..... ................. . ..:.........:...... .. t. ........................ ... . ...... ............................. J :::.:::::::::::...... .. :.::::::::::.::.::::.:::.::..::::::::.::.:.:. ...: :::,...:.. ::....... N I... i k ... . .......:..: m N b::::...:.::.: . ..:::::...:::::::...... ... ..:. ..........;:;;;....s ... . ........................ ....... ..... - .. ..::.......E:af ......... .::....,.....::.....: ;:;..:.;.... ,. . . . . ..,... :..-:..:..: Z ::.:::.::..:-:.:. . ....... .......... :::..... a0 f....................................................... .. .... ......................................................t.. ...... .......... .......:....:................. ............ ........................... .......... . ............ ................... ....................................................... ....................... . ....................................................... —_ . .................'.'......................................... .............. ............................ ............... .......................... .................... . ...... ............................................. _ . — . ..................... ........................................................ ....... ............................................................. ............... ........ .........-..... ............... ......................... ......................... ...... ............................................. E I.............................................. .......................................................... .............. ::.:.::. .. .. :::.:::::.:..::::::::.: ....:::..: »..::::::::...:..... . - 1 .............. .... . : .. k............................. ::.. :.::. :.::.. .::::::::::::::::::. ... ... .;- ... .... .I. I ...................................... ..... .............................. t .............. 0 a f..................................................... ... ::::::::..i t ............................ ........... ..... . ........... ...................:::::...... . .............. .......... .. Z:;:i:i:;::.'::;:'i: d ....................... .................. ... 1:k. z ....k............................. .................. :................. ................. .. .... ... ...... .. .......... .... . ... ................................... ..... ...:..I 1........ ................. ... ... ...:........ ..................... . ... :.,.:::::..:.:.:....:.:.::::::::::::::.::::.......... . ..-: k..f. 3 1........................... ......................... ............................. ..... ........... .:::::..::::::::::.:... a .............................. ..............................................................................................................:.............. :::::::..::::.....:... ......:.:: ......:.:.....:..::::::::::. �:::: ::::::::::: :::::::::: #...t. r............:........::::. .............................: LLI ..._...._............... .....::::::.-:::::4i?iiiiiS:::;:.::.:'?:?:1:4i:ic..:iiii:b::::::':::i:;;iFi::.i::i::::4)::}isiiii:::::::.:.-:::'??:F)i:..'r'.:?iiiiiiiciik:F?);iiiF.i:...iiiii?iii....i i....::::. ....._........................ .'::•:..::::::::..::::::..:::....::::::::::::::::..::::::.c::::.. . .--:. :._............. ...,,..,..:::'::::::::......:::::::::::::::::.:.::::::::::::....::::::::::::::::::c:::v::::::::. o ::::..:::.:::.::..:::::.. ::::::..:::.:.:::.'.:.:::::. .'::::::::.-::::::.-:::::.-:::.-:::::.-:::::::::.:.:.:......................................................................................... Y z i ........................ .............................. ............................... .................,.::.-:.1::1, ................................................................ ........................... . ............................. ................. ................................................................................................ . I..................... ::::::::::::::::::..:::::. ........._.............. ................_.. 0 k.................................._.............._... .. I O .................. . ... ._ . ............... . . .... ................ .............. .. .. _. ....................... ............ I............ .... ........ . :::.::. .................:.. ::.::::.:..:::...:::. .:::.::.:..... ............. .................................. LL :::::::.:: ::::.:::... �:; p t Z :.:::.:.::... .......:....:..::::::::.:..::::::::::....: ..... ....::. ....;..:::. g ::::::.:::::..:.::•........... . J ».. x. . «. .m. .y . ... ................... ... - m . - . . :::.::.::::...... ..................:. — - — -O� ;.. F — ............... ......................... # ---- ................... - a ----- ----------------------------------------- L J ........... .................. f:': a 6 z ,:.::.t':::::::::::::..:.:::::;:::::::;.;,:.i:: .:::,...v::::.:.....:::::.�:......... ....k.... T4:E .TOP PLATES :::::::::..::::::::::::::::r ..d ?i`.d:{... CUT EX.SLAB OUT AND ADD NEW 7-0'WX f T T P PLATES F }}}:.......::......:..............................' ... ' :a: a>:::::'?:'::'?:'?:):::>k: ONE O o :'..f ...............................::::..:::::...' .................... 2'-0'D CONCRETE FOOTING W/(2)p5'S T&B. ..........................:::::: .. ............ ....::!'.....::'::::'::::::':::�::::::.:' . .. ...... :..:..:...:..:::...::::::::::.:'::::'::':::::'::'::::::::::.::.'"::'::':::I::I., EXTENDING MIN.i'6"BEYOND END :::::::..... $: ::: :: :::.5:::.'.:::::::::t': :: :. ..:.... :: OF SHEAR WALL ....................... ....................... ......::::�i::: is :::......'.....::......:...:'..::.::::::'t: S1 ::: `.::::':::::'::'::'::': LOCATE NEW WALL SO THAT IT FALLS :::.::. ..:....:: .....:...::......: :::::::::::::i:i:;:::::::::::::: .:.::::t: DIRECTLY UNDER EX.TRUSS ....................... TYR ......... I I i 6 a - CUT EX.FOUNDATION 4"BELOW TOP OF o i I I I AND OVERLAY W/NEW SLAB m - - II 2 H _-- . _ — _- __ — -_ _ _. 2.0 K DRAG TRUSS S� E (D- � s1 I E II I I 4 2 I HTS30:BM TO I I HTS30:GRDR.TRUSS S1 S1 TO DBL.TOP PLATES DRAG TRUSS 1 11 1 PRE-ENGRE FD.ROO [71 I 4x108M I I III �I II 3 SI «I 1 Z I 1 1 S2 S2 I I I a J Z . ITRUSSES Q 24"OIC I I S2 S2 ALT. O LL HTS30:BM TO I DRAG TRUSS I I I I O r V II 1 I I 4x10 BM I I PRE-ENGRE I AFD. OOF 1 I U Q 1 1 1 1 I CONCRETE SLAB: Q I I HTS30:GRDR.TRUSS ( REFER TO STRUCTURAL TO DBL.TOP PLATES— — — — — — — -- -- -- NOTES ON SHEET S-1 - O D ir — — — — — — 8 r 1 _2.OKDRAG TRUSS _ - - _ ____J ir I 1 I -J O I € - - I I i 0 WALL TYPES: �_ LL LL 3 x 1 I I S2 I , TYP i (E)CMU VENEER WALL W/l"MIN.AIR SPACE,(E 2X6 WOOD FRAMED WALL @ 16,O/C W O 2• 7 ' 52 ALT. i 9 a (E)2X4 WOOD FRAMED WALL Q 16"O/C O 3 , I SIM. ( LL S1 O i L_-----_--- ---- ----� I i ^ ^ ® IN)CMU VENEER WALL W/V MIN.AIR SPACE — . — . — L----_---__- ___- -___- — ,I' ' 'y- — -4 — ___ -_ _- _ __ -_ -_ — - __ — -{J� O IN)2X6 WOOD FRAMED WALL @ 16"O/C Ai ti/ J DATE: 3I14105 2 IN)2X4 WOOD FRAMED WALL @ 16"O/C C DESIGNED: T.R. _ �3 �. \ �. C DRAWN: K.W. �E NORTH `'J `''J \,`.'J NORTH �,J \J S ASSEMBLY(VOLUNTARY) JOB AND CEILING a3. 1 0 2' 4' 8' 16' JOB NO: 6604 u� ADDITION ROOF FRAMING PLAN ADDITION FLOOR PLAN AND FOUNDATION PLAN IN)INTERIOR OFFICE PARTITION(48"HIGH) W SHEET: SCALE:118"=1'-0" AREA OF EXISTING STRUCTURE TO —^ REMAIN AND BE PROTECTED IN PLACE v(