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Home My WebLink AboutBidSet-2009-Addendum 1 & 2 -_____. � � �lM � � � > �� , :� � yt f� � � � �� : _ � . n aco r es am us ■ !'vk- .; L�., r�i:.i��.. ��`"r C i.�;�;u�i ti.Jr.7%��+�.'! � ' 'r .7i= Lhr3,"3R ,�1f�� IV 3i3STRf�$ ��. cJ� tF�� t�f�v, st�� e� t€ ,�;�+�rvr ��rac��, u�rt s�z7a {�s6Ci; �16-30CCi � � �� r�� Ar�Accr��-r�� ,�� r�,��€� a w� 4� �� n�� p�LpTp�ry �� 5, !" GI��i I 9"[J. ..� �.�.•�-A-.....=�w m.w's�La�. ADUR��'u�'a.-.\�_C�� \�-- i 'i � f1P�'ROV�:� �'t�� "� - — �U�,��Gi' i� F€�L� €�SP��Tla`�aPJ. C}er�=�?�1�i-�� nFi 1iii�'�=.0 g�id �~ ��C°� !,�, 3°�t(? d�iay�i.i,�ar..+�i2 1 l. r �' �� . Volume 1 of 1 Conformed Set August 13, 2009 • ♦ n a co e s Project Information: Site Address: 16D6 R Avenue Anacortes WA 98221 Property Owner: Port of Anacortes P.O. Box 297 Anacortes, WA 98221 A Ipp icant: Northwest Career 8 Technical Academy Executive Board c!o La Conner School Dlstrict P.O. Box 2103 La Conner, WA 98257 Legal Description: Lot 1 of Shorf Plat #ANA-98-003 AF#9902170072 Located in NW 114 Section 19, Township 35, Range 02 Proiect Data: Skagit County Parcel No.: Jurisdiction: Zoning Comp Plan: Building Code: Proposed Use: Lot Area: Total Parcel Area: Proposed Developed Area: Proposed Building Area: Proposed Utilities: Wa[er, Sewer, Refuse Service: Electricty: Natural Gas: Telephone: VICINITY MAP P32910 350219-0-005-0001 City of Anacortes CM1 Zone (Commercial Marine District 1) 2006 International Building Code (IBC) Educational - Secondary Vocations / Technical 5.94 Acres (258,746 sf) 3.68 Acres (161,706 s� Approximately 62% of Total Parcel Area Main Building =16,331 sf Storage Building (�etached) =1,858 sf Total Proposed Building Area =18,189 sf Cily of Anacotes Puget Sound Energy Cascade Natural Gas Verizon General Notes: 1. SEESHEETAD.OFORMASTERKEYABBREVIATIONLISTSBYALPHABETAND BY DIVISIONS. 2. CONSTRUCTION OF THIS PROJECT SHALL BE W COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF THE GOVERNING JURISDICTION. 3. THE DRAWINGS AND SPECIFICATIONS: THESE �ETAILS COVER THE FURNISHING AN� INSTALLATION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE DRAWINGS AND/OR THE SPECIFICATIONS WHICH ARE BOUND SEPARATELY AND ARE PART OF THIS CONTRACT. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL AND ALL OTHER CONTRACT DOCUMENTS BEFORE THE INSTALLATION OF THEIR WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY NOTIFICATION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BYTHE CONTRACTORAT THE CONTRACTORS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER, ARCHITECT OR ENGINEER. 4. ABBREVIATION: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF ALL CONDITIONS AND MATERIALS USED ON THIS PROJECT. THEARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 5. SCHEDULE AND RECEIVE APPROVAL FROM GOVERNING JURISDICTION FOR ALL UTILITY INTERRUPTIONS A MINIMUM OF ONE WEEK (7 DAYS) IN ADVANCE OF NEEDED DATE. 6. PROVIDE BLOCKING BEHIND ALL WALL MOUNTED ACCESSORIES 7. ALL PENETRATIONS OF FIRE RESISTIVE WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS LABORATORIES' LISTINGS FOR THROUGH PENETRATION FIRE STOP SYSTEM. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS OF EACH PENETRATION WHICH SHOW COMPLIANCE TO THE U.L. LISTING TO THE ARCHITECT AND SUCH DRAWINGS SHALL BE AVAILABLE TO THE SUPERVISING INSPECTOR. 8. DO NOT SCALE DRAWINGS. 9. QUESTIONS DUE TO ANY APPARENT CONFLICT WITHIN THE DOCUMENTS SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION IN TIME TO BE CLARIFIE� 8Y AODENDUM. ANY APPARENT CONFLICT NOT SO CLARIFIED IS SUBJECT SOLEY TO INTERPRETATION BY THE ARCHITECT. � • Project Team: Owner: Northwesi Career & Technical Arademy Executive Board Chris Borgen, Macortes School District Laurel Browning, Burlington-Edison School District Barbara Hawkings, Concrete School District Dc Tim Bruce, La Conner School District Dr. Carl Bruner, Mount Vemon School Distnct Mark Venn, Sedro-Woolley School District Dr. Gary Tollefson, Skagit Valley College Owner Representative: Bryan G. Young, P.C. Architects and Planners PO Box 552 Anacortes, WA 98221 360.420.9420 Bryan G. Young byarch@verizon.net Architect: Hutteball & Oremus Architecture, Inc. 4010 Lake Washington Blvd. NE, Suite 320 Kirkland, WA 98033 425.828.8948 Civil Engineer. Northwest Datum 8 Design, Inc. 2209 Monica Drive Maunt Vernon, WA 98273 36D.424.4865 Structural Enpineer: Watson Structural Engineering, LLC 1062 NE Redwing Drive Oak harbor, WA 98277 360.544.8574 Mechanical Engineer. Hargis Engineers 6D0 Sfewart Streef, Suite 1000 Seattle, WA 98101 206.448.337 Eledrical EnAineer: Travis Fitzmaurice Engineers 1200 Westiake Avenue North, Suite 810. Seattle, WA 98109 206285.7228 Acoustical Enqineer: ssA Acoustics 222 Etruria Street, Suite 100 Seattle, WA 98109 206.839.0819 Landscape: Cascade Design Collaborative 911 Western Ave, Suite 210 Seattle, WA88401 206.628.9133 Cost Estimator: The Robinson Company 101 Stewart Street, Suite 925 Seattle, WA 98101 206.441.8872 . Contact: Kevin Oremus, Principal-in-Charge koremus@hoaroh.com Kim Fong, Project Mgr. kfonq@hoarch.com Contact: Douglas Schwind, P.E. doug@nwdd.com Contact: Hayden Watson, P.E. haydenwse@msn.com Contact: Vern Enns, P.E. veme(�Dhargis.biz �D Contact: Mike Fitzmaurice, P.E. mi ke(c�travisf tzmaurice.com Contact: Bill Stewart bi II(@ssaacoustics.com Contact: Kas Kinkeatl kas(�cascadedesigncol lab.co m Jennifer Mundee jennifer@cascaded es igncol la b.com Contact: Sharon Kennedy skennedy(airobinson-co.com Index of Drawings: Volume 1 of 1 � �� General Information G0.0 Project Information Sheet & Index of Drawings G0.2 Code Analysis Plan Landscape L0.0 Tree Protection L0.1 Soil Plan L1.0 Layout Plan L2.0 Irrigation Plan L2.1 Irrigation Plan L3.0 Planting Plan & Schedule L3.1 Planting Details & Notes Civil C1 CoverSheet C2 Existing Conditions & TESC Plan (North) C3 E�cisting Conditions & TESC Plan (South) C4 Site Dimensional and Layout Plan (Norfh) CS Site Dimensional and Layout Plan (South) C6 Storm Drainage and Grading Plan (North) C7 Storm Drainage and Grading Plan (South) C8 Saniiary Sewer and Water Plan (North) C9 Sanitary Sewer and Water Plan (South) C10 Construction �etails C11 Construction Details C12 Construction Details C13 Construction Details C14 Constmction Details C15 WaterConstructionDetails C16 Anacortes Specifcations C17 Striping and Channelization Architectural A0.0 General Legend & Keylink Abbreviation A1.1 Site Plan A1.2 Enlarged Partial Site Plan A1.3 Site Details A1.4 Site Details A1.5 Site Detials A1.6 Storage Building Enlarged Plans, Elevations & Details A2.0 Wall Type �etails A2.1 Dimension Plan A22 Glerestory Dimension Plan A3.1 Floor Plan A32 Equipment Plan A3.3 Concrete Finish and Control Joint Floor Plan A4.1 Reflected Ceiling Plan A4.2 Ceiling Details and RPC Schedule A5.1 Roof Plan A5.2 Roof Details A5.3 Roof Details A5.4 Roof Details A6.1 E�erior Building Elevations A62 E�erior Building Elevations and Canopy Elevations A6.3 Canopy Sections and Details A6.4 Exterior Details A7.1 Building Sections A7.2 Building Sections A7.3 Building Sections & Wall Penetrations Details A8.1 WaIlSections A8.2 WaIlSections A8.3 Wall Sections A8.4 WaIlSections A8.5 Wall Sections A9.1 Enlarged Restroom Plan & Details / Utility Column Details A10.1 Interior Elevations A10.2 Interior Elevations A10.3 Interior Elevations A10.4 Interior Elevations A10.5 Interior Elevations A10.6 Interior Elevations A10.7 Interior Elevations A11.1 Door, Storefront and Relite Frame Typesl Details A112 Door, Storefront and Relite Frame Types! Details A11.3 Hollow Mehal Frame Details A11.4 Aluminum Storefront and Curtain Wall Details A11.5 Aluminum Storefront Details A11.6 Aluminum Storefront Details Al2.1 Signage Coordination Plan Structural S-0.11 General Structural Notes 5-0.12 General Structural Notes S-021 Typical Details S-022 Typical Details S-023 Typical Details 5-1.11 Foundation Plan S-1.12 Slab on Grade Plan S-121 Roof Framing Plan S- Pa ial Ro ramin a -123 - oad' g ia ram � - .2 De esignation � e plift S-1.31 Storage Building Foundation I Roof Plan 52.11 Framing Elevafions S-221 Bailding Sectians S-222 Building Sections S-3.11 Foundation Details S-3.12 Foundation Details 5-321 Steel Framing Details S- 2 Steel Framin Detail - Stee ramin eta' 2 5-3.31 MU Details S3.41 CFMF Details S-3.42 CFMF Details 5-3.51 C eSu orked a{+�f et�ils 3. able Supporte Canopy Detai s 1 Mechanical M0.1 Mechanical Legend M0.2 Mechanical Abbreviations & Notes M0.3 Mechanical Schedules M0.4 Mechanical Schedules M0.5 Mechanical Schedules M1.1 Foundation Plumbing Plan M2.1 Plumbing Plan M2.2 Enlarged Plumbing Plan M3.1 HVAC Plan M4.1 HVAC Piping Plan - Alternate 1 Bid M4.2 Site HVAC Piping Plan -Alternate 1 Bid M4.3 Enlarged HVAC Piping Plan & Mechaniral Details -Alternate 1 Bid M4.4 System Water Piping Schematic & Details -Aliernate 1 Bid M4.5 Mechanical Schedules - Alternate 1 Bid M5.1 Fire Protection Plan M6.1 Roof Plan M7.1 Mechanical Elevations M72 Mechanical Sedions M8.1 Mechanical Details M82 Mechanical Details M8.3 Mechanical Details M8.4 Mechanical �etails Electrical E1.D Legend E1.1 Site Plan - Electrical E2.1 First Floor Plan Lighting E22 Roof Plan Lighting E3.1 First Floor Plan Power E32 Roof Plan PowedComm E4.1 First Floor Plan Comm E4.3 Details E4.4 Details E5.1 First Floor Plan Signal E6.1 Power One-Line & Riser Diagrams E7.1 Lighting Fixture Schedule E72 Panel Schedules E7.3 Panel Schedules E7.4 Panel Schedules E7.5 Panel Schedules ry � Hutteball & (.�re 'mus 4010 Lake Washiog[on Blvd. NE, Suite 320 Kirkland, WA98033 p 425 828 8948 f 425 828 9067 REGISTERED ARCHITECT NeGI 708v OF WASHINGTON Northwest Career & Technical %�C1t�@171y 1 sos � �V�11U@ AnaCOrte�, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project Na. 0806 DraWn: BS ��, 1 ADDENDUM 1 - 7129/2009 � 2 ADDENDUM 2- 8106l2009 CONFORMED BID SET Project Information Sheet & Index of Drawings Sheet No. �oeo N O � 0 0 N � v � r 0 6+ 3 � � N a 6 c Q v � 0 v � c � - o� �I PLANNING CRITERIA Address: 1606 R Avenue, Anacortes, WA 98221 Skagit County Parcel No.: P32910 35Q219-005-0001 Zoning/Comp Plan: CM1 Zone (Commercial Marine District 1j Use: Educational - Secondary VocationallTechnical Lot Area: Total Parcel Area = 258,746 square feet (5.94 acres). Proposed developed area leased by NCTA - approximately 161,706 square feet (3.71 acres). Gross Building Area: Main Building 16,331 sf Storaqe Building 1,858 sf Total Proposed Building Area 18,189 sf Floor Area Ratio (FAR) AMC 17.22.070 - Maximum density/floor area ratio: 0.5 FAR, increased to a max. of 1.0 by meeting criteria of 17.22.070 (A-C). Proposed Development Area 161,706 sf Proposed Buildinq Area 18,189 sf Proposed FAR w/o increases 18,189 / 161,706 = 0.11 < 0.5 OK Maximum Land Coverage: AMC 17.22.080 - Maximum land coverage of 50% Proposed DevelopmentArea 161,706 sf Proposed Building Area 18,189 sf Proposed FAR w(o increases 18,189 / 161,706 = 0.11 < 0.5 OK Parking: AMC 17.46.010 (i) Commercial parking is a conditional use in all zones. 17.46.020 Spaces Required: Assembly Room - 1Q spaces per 1,000 nsf: 2,030 sf = 21 required spaces Office/Conf. - 4 spaces per 1,000 nsf: 919 sf = 4 required spaces Educational Classroom/Lab Space: Not identified. Parking Space Assumption: Normal on-site parking demand for the proposed facility based on designed program requirements and enrollment projections for future growth is estimated to be 22 spaces. Total estimated on-site parking required for facility in full use: 21+4+22 = 47 spaces. Total on-site parking spaces proposed = 100 spaces. Compact Stalls: AMC 17.46.010 Q) - One-third (33%j of required parking may be far compact stalls. Standard Stalls (9'x18') 72 stalis Compact Stalls (8'x16') 24 stalls ADA Stalls (9'x98') 4 stalls Total Stalls Provided 100 stalls Percentage of compact stalls: 24/ 100 = 24% < 33% OK Bike Racks: AMC 17.46.020 - One bike rack for every five parking stalls. Based on the requirement for 47 stalls serving the proposed facility: 47 /5 = 10 bikes. Five (5) bike racks accomodating 10 bikes is proposed. Maximum Building Height: AMC 77.22.090 - Basic allowable height limit shall be twenty feet. Height may be increased by ten feet if the building incorporates a sloped roof having a pitch of at least 4:12 but not more than 12:12, and the ridge of the roof is perpendicular to "R°' Avenue so that views of Fidalgo Bay are maintained. Only the portions of a building incorporating such a sloping roof shall qualify for the ten-foot increase. Proposed building incorporates a 4:12 pitched roof perpendicular to "R" Avenue to increase the height limit for that portion of the building to thirty-feet. Remainder of the building is twenty feet or less (excluding rooftop mechanical units as allowed). Minimum Setbacks: No Minimum to property line. Twenty feet from right-of-way. Landscaping: AMC 17.41.020 General Site Landscaping: 17.41.020 (D) - Trees along street frontages will be planted at an average of 30' apart . 17.41.020 (D,2) - Planting strips may be reduced to a minimum of 10' in CM1 Zone. 17.41.020 (G) - Minimum Gross Site Area to be Landscaped in CM1 Zoning: 15% Proposed Development Area 161,706 sf Proposed Landscape Areas Rain Garden 4,320 sf Planting Bed 14,240 sf Meadow 28,900 sf Parking Lot Planting Bed 3,300 sf Buffer 9,965 sf Total Proposed Landscape Areas: 60,725 sf Percentage Landscape Area Provided: 60,725 / 161,706 = 38°/a > 15% OK Parking Lot Landscaping: AMC 17.41.030(B) - Parking areas with 20 or more spaces shall constitute at least five percent (5%) of the parking area to be landscaped. Proposed Parking Area 38,458 sf Required Parking Lot Landscaping 38,458 x 5°/o = 1,923 sf Percentage Parking Lot landscaping Provided: 4,550 / 38,458 = 0.12 > 0.5 OK AMC 17.41.030(C) - Minimum Width and Length: Planting areas shall have a minimum average width of ten feet and shall be the same length as the parking stall. AMC 17.41.030(E) - Tree Requirements: A minimum of one tree shall be required for each one hundred fifty square feet. Required Landscape Area 1,923 sf Required Number of Trees 1,923/ 150 = 12.8 Pro osed number of Trees 29 > 13 OK D��RR�D SII�MITTA�S: THE FOLLOWING DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE CITY OF ANACORTES BUILDING OFFICIALS: • AUTOMATIC FIRE SUPPRESSION SYSTEMS - SEE SECTION 21 10 00 FOR REQUIREMENTS. SUBMIT TO ARCHITECT FOR REVIEW PRIOF2 TO REVIEW BY THE CITY OF ANACORTES. • CFMF, STEEL JOISTS AND WIRE ROPE ASSEMBLIES - SEE 5-0.11 FOR REQUIREMENTS. SUBMIT TO ARCHITECT FOR REVIEW PRIOR TO REVIEW BY THE CITY OF ANACORTES. . DUST COLLECTION SYSTEM - SEE SECTION 23 41 05 FOR REQUIREMENTS. SUBMIT TO ARCHITECT FOR REVIEW PRIOR TO REVIEW BY THE CITY OF ANAGORTES. . PAINT SPRAY BOOTH - SEE SEC710N 23 33 00 FOR REQUIREMENTS. SUBMIT TO ARCHITEGT FOR REVIEW PRIOR 70 REVIEW BY THE CITY OF ANACORTES. *' REFER TO TECHNICAL SPECIFICATIONS FOR OTHER SUBMITTALS 8� REQUIREMENTS. � /�-/ - �z � � _ m�p� ��° '_ _ 1J f OUTLINE OF ROOF � '� 'L':- .�' � � OVERHANG AT ENTRY 30'-8" I. 15'-8" 184 LF OF BUILDING FRONTAGE �--------�-------� L-7--- I 3 � X x-x-x � � I � _ _ I � � I I ' '1 �_____ L _ - �� - I � � I I STOR4178UILDING �� .OVE96ANG�.� I 3� I ��.. .�. �� -�- �--- � ' � 15'-4" 37'-10" u � 590 LF OF BUILDING . � �7 i. ; , � � � �., - ois� .,�;- ; � � J , � h ro' ��- ��-,�c?r�� c �� 149 K � I!�tG _ � 't5 � 151 t�`_ � ` r - 34' 2 [ _ _ � qq �� `1�-�J COMPOSITE LAB 1649 50l33 -_-- � OFFICE �_ _ � . � � L�.-�-� �� R -- 2�4 � � I' ' j A2 l j� iaora I 1 � 1 � 2 I ' 1 r 1` -� T`� l � 1 I . � I` -- I I"B IMAGINARY , � �`� 1 I 3H � I I I PROPERN LINE , ` � �� 1` -I-- � � �` L MECHANICAL LAB �` �- _J - - - - _ - _ - _ - - _ � � L 1972 1� � 50l40 �� BUILDING B I � r-- ,,858 Sa. FT. r , S � � � ' �I � ---� �� / BUILDING B BUILDING A ` � , � '- - - - AC�°55 \ / �� 54 BUILDING A Nso 16,331 SQ. FT. FIRST FLOOR CODE PLAN 1 1 �1 � 1 1 i � roRnc iss NSO SCALE: 1/16" = 1'-0" BUILDING CODE CRITERIA BUILDING A Occupancy Classification: Group E (Educational) Type of Construction: One-story, Type IIB w/ automatic sprinkler system per 903.3.1 Building Areas: Main Building (Portion Aj 16,331 SF Overhangs (Portion A) 3,031 SF Total (Bldg. A) 19,362 SF ALLOWABLE AREA BUILDING A; (Actual SF = 19,362 s� Allowable Area (Aa)Per Story per Table 503: Tabular Area Per Floor (At) 14,500 SF Area Increase for Is (See below) 43,500 SF Allowable Area Per Floor 58,000 SF Area Increase due automatic sprinkler system (Sec. 506.1): Aa = At +(At x Is )= 14,500 +(14,500 x 3) = 43,500 SF OCCUPANCY SEPARATIONS No Occupaccy Separations Required BUILDING B Occupancy Classification: Group U (Utility) Type of Construction: One-story, Type IIB Building Areas: Storage Building (Bldg. B) 1,858 SF Overhangs (Bldg. B) 961 SF Total (Bldg. B) 2,819 SF ALLOWABLE BUILDING B; (Actural SF = 2,819 s� Allowable Area (Aa)Per Story per Table 503: Tabular Area Per Floor (At) 8,500 SF Allowable Area Per Floor 8;500 SF OCCUPANCY SEPARATIONS No Occupaccy Separations Required ECRESS R�QUIR�M�NiS (IBC CHAPi�R 1�) Egress Width (Table 1005.1) Other: 0.15 inches per occupant Number of Exits (Tables 50 or less occupants: 1 exit 1015.1 and 1019.1) 51-500 occupants: 2 exits 501-1000 occupants: 3 exits Greater than 1000 occupants: 4 exits Arrangement of Exits Where two exits are required, the exits doors shall be placed a distance apart equal to not less than one-third of the length of the maximum overall diagonal dimension of the area to be served (Sec. 1015.2.1 exception 2) Travel Distance 250 feet in buildings with sprinkler systems (Table 1016,1) Corridor/Hallway Rating No rating required for buildings with sprinkler system (Table 1017.1) Exit Doors Minimum Width: 32" clear opening. (Section 7008.7.1) Maximum Width: 48" leaf. (Section 1008.1.1) Dead End Limit 20 feet for corridors. (Section 1017.3) Shall not be limited in length where the length is less then 2.5 times the least width. FIRE RESISTIVE REQUIREMENTS Structural Frame Not Rated Exterior Bearing Walls Not Rated Interior Bearing Walls Not Rated Exterior Nonbearing Walls Not Rated Interior Nonbearing Walls Not Rated Floors Construction Not Rated Roof Construction Not Rated Exterior Wall openings Unlimited Area Storage Room Walls (Over 100 SF) Smoke Rated Partition Hallway Walls Not Rated Interior Finishes Hallways Class C Rooms and enclosed spaces Class C �� L____, L_--- _: � �= �I� inRD-I ti- -�-1 � - - - � ' ;�CG x 0.15 35 �" �` 1 ;a� pRavi��o �: r1 ' ° � _; �� , 8 �a`� � !f��: OFFICE I - _ 1 � �. / � 192 r 15� _ 100/2 r MAI N ENTRY 750 7/108 _____� STUDENT ENTRY 874 ��zs o��=� WOODSUPPORT 722 50l15 MDF 11 7y V PAINT 800TH N50 487 15W10 ELEC. "' t � SO � NSO FARTHEST POINT RROM EXIT �T�� OY-`F _J � � EXIT�'JV7DT'� ;: � 23� t`lCC x 0 ia" 3,5 � 7t'F'R'GV��P' '�. �� ;, r� i ,h:` OUTLINE OF ROOF OVERHANG AT ENTRY BOYS+ -s- � 1 �oK�P , ,, { 23 1 NS s t ! , � � 1 _. 35 CODE FLDOR PLAN DRAWINGISYMBOL LEGEND �--Room Name Distance measured in feet OFFICE FloorArea ��------�---�� 112 Exit access travel distance: 100l2.�,,_Occupant Load 250' max w/sprinklers �Occupant Load Factor (NSO = Not Simultaneously Occupied) Indicates starting point for exit access travel distance Smoke Partition Construction Indicates point along common path of travel -x - c�-- at which two distinct exit paths are available (distance equal to or less than 75') Indicates direction of travel to exit door NORTH OCCUPANT LOAD FACTORS AND EXIT REQUIREMENT3 (IBC TABLE 1U04.1.2) Use: Occupant Load Factor: Classrooms 20 SF (net)/occupant Assembly 7 SF (net)/occupant Chairs 15 SF (net)/occupant Tables/Chairs Business Areas/Offices 100 SF (gross)/occupant Vocational (Laboratories) 50 SF (net)/occupant Conference/LoungelWait 15 SF/occupant Mechanical 300 SF (gross)/occupant Storage 300 SF (gross)/occupant 'LUMBING FIXTURE REQUIREMENTS (WAC TABLE 2902.7) )CCUPANT LOAD Group E Occupancy Net Area = 9,417 SF = 100 SF/Occ = 94 occupants, assume 50% for each gender (47 EA) StafF Requirements: 94 Students = 20 = 5 Staff Members Group A Occupancy Net Area = 2,030 SF = 30 SF/Occ = 68 occupants, assume 50% for each gender (34 EA) ;EQUIRED FIXTURES Female Male Educational (Group E) Water Closets (student) 2(1 per 30 Students) 2(1 per 40 Students) Water Closets (staff) 1(1:1-15 staff) 1(1:1-15 staff) Lavatories 2(1 per {2} WC) 2(1 per (2) WC) Assembly (Group A-3) Water Closets 2(2:26-75 occupants) 2(2:26-75 occupants) Lavatories 1(1 per(2) WC) 1(1 per(2) WC) Total Required 5 WC + 3 LAV 5 WC + 3 LAV Drinking Fountains: Z(1:150 + 1 per add'I 500) IXTURES PROIVIDED IN DESIGN Female WC � Female Lavatory 3 Male WC � Male Urinal 3 (Urinals substituted 1:1 for up to 75% of required WC) Male Lavatory 2 Drinking Fountains 2 M Hutteball &OremuS C4010 Lake Washington Blvd NE, Suite 320 Kirkland, WA 98033 p 425 828 8948 f 425 828 9067 IREGIS'ERED ARCHITECT � iv� �oao 'j%,�r� , s. ram�s OF WASHI;�GTON Northwest Career & TeChi�tC1� ACat1ef11y 1606 R Avenue Anacortes, 98221 ANACORTES CAMPUS Date: 07/13/2009 Project Na. 0806 DraWn: KO BUILDING PERMIT �RE-SUBMITTAL - 8/13/2009 � CONFORMED BID SEi Code Analysis Plan Sheet No. �0��