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HomeMy WebLinkAboutGrandstands - COM Plot / Site Plans - 3/3/2016 Z � ,q co INTERNATIONAL BUILDING CODE IBC 2012 � � Q ( ) w �: > of CHAPTER 2- DEFINITIONS CHAPTER 9 FIRE PROTECTION SYSTEMS 8 - - - - - - - -�;� O a Building Area. The area included within surrounding exterior walls (or exterior Sec.902.1 Fire Area,see Chapter 2. Sec. 1015.1 Exit or exit access doorways from spaces. Two exits or exit access I O Fire Area Analysis: Includes buildingarea as described in Sec 502.1,505.1, and doorways from an space shall be provided where one of the following walls and fire walls) exclusive of vent shafts and courts. Areas of the building y y y p p g I - - - ' 902.1 conditions exists: - M not provided with surrounding walls shall be included in the building area if 1.The occupant load of the space exceeds one of the values in U I: I 'STORAGE STORAGE w ._ such areas are included within the horizontal projection of the roof or floor Sec.903.2.1.5 Group A-5.An automatic sprinkler system shall be provided for Table 1015.1. F. goo; soi` above. Group A-5 occupancies in the following areas:concession stands,retail Per Table 1015.1,for Group A or B occupancy,the maximum occupant load for v 1-HR FLOOR CEILING } Fire Area. The aggregate floor area enclosed and bounded b fire walls, fire areas, press boxes and other accessory use areas in excess of 1,000 sf. one exit or exit access doorway per space is 49 occupants. / I m y -1 ASSEMBLY,TYPICAL AT • y Sec. 1015.1.1 Three or more exits or exit access doorways. r") barriers, exterior walls, or horizontal assemblies of a building. Areas of the 1 STORAGE ROOMS.SEE The press boxes and other accessory use areas in the Grandstand are less than 501-1000 Occupants 3 Exits are Required I z � � building not provided with surrounding walls shall be included in the fire 7,000 sf and do not require a sprinkler system. p q • SHEET A2.02 FOR TYPICAL I y- 9 p Y 1000+Occupants 4 Exits are Required � �` _,' `0 area if such areas are included within the horizontal projections of the roof p q ASSEM§LY CALLOUTS 0 N or floor next above, Sec.906 Portable Fire Extinguishers Sec. 101 b Exit Access Travel Distance. w - - - - - - - _ _ _ _ _ _ _ _ I - asp o - - - - - - - - - - - Sec.906.1 Portable fire extinguishers shall be installed in the following locations. - - - - - - - - - - - - g 9 Per Table 1016.2 Exit Access Travel Distance,for Group A or B occupancy, � 1. In Group A, B, E, F, H, I, M, R-1, R-2, R-4 and S occupancies. without a sprinkler system,the maximum travel distance is 200 ft. J CHAPTER 3 - USE&OCCUPANCY CLASSIFICATION - - 2.Within 30 feet of commercial cooking equipment. �- NORTH 3.In areas where flammable or combustible liquids are stored,used or Sec. 1017 Aisles. U dispensed. Sec. 1017.2 Aisles in assembly spaces. Aisles serving a space used for assembly t Group HOME GRANDSTAND - CODE ANALYSIS PLAN / Sec.303 Assembly Group A 4. On each floor of structures under construction, except p R-3 purposes shall comply with Section 1028. Sec.303.1.1 Small buildings.A building used for assembly purposes with an occupancies,in accordance with Sec.3315.1 of the International Fire LU occupant load of less than 50 persons shall be classified as a Group B Code. Sec. 1028 Assembly. occupancy. 5.Where required by the International Fire Code sections indicated in Table Sec. 1028.1 General. A room or space used for assembly purposes which SCALE: NTS Sec.303.6 Assembly Group A-5. Assembly uses intended for participation in 906.1. contains seats, tables, displays, equipment or other material shall comply or viewingoutdoor activities including, but not limited to: 6.Special hazard areas,including but not limited to laboratories, computer with this section. g' rooms and generator rooms,where required by the fire code official. Sec. 1028.1.1 Bleachers. Bleachers, grandstands and folding and telescopic COACHES ANNOUNCER Amusement park structures LANDING ROOM 1 ROOM LANDING seating that are not building elements,shall comply with ]CC 300. 310 3t t 3t2 3t3 ,ossF ,ossF Bleachers Sec. 906.2 General requirements. Portable Fire Extinguishers shall be selected and Sec 1028.1.1.1 Spaces under grandstands and bleachers. When spaces under Grandstands installed in accordance with this section and NFPA 10. grandstands or bleachers are used for purposes other than ticket booths ,00sF/°° ,00sF/°° Stadiums Exceptions: and toilet rooms,such spaces shall be separated by fire barriers =2oc =2oc 1.The travel distance to reach an extinguisher shall not apply to the complying with Section 707 and horizontal assemblies complying with - CHAPTER 5 - GENERAL BUILDING HEIGHTS&AREAS spectator seating portions of Group A-5 occupancies. Section 711 with not less than 1-hour fire-resistance-rated construction. - - _ _ - - _ _ - - - - - 2 2 - - - Sec. 906.3 Size and distribution. The size and distribution of portable fire Sec. 1028.7 Travel distance. - - - - - Sec.502.1 Building Area, see Chapter 2. extinguishers shall be in accordance with Sections 906.3.1 through 906.3.4. Exceptions: ° Sec.503.1 General. The building height and area shall not exceed the limits Sec 906.3.1 Class A fire hazards. The minimum sizes and distribution of portable fire 2. Open-air seating:The travel distance from each seat to the building extinguishers for occupancies that involve primarily Class A fire hazards shall exterior shall not exceed 400 ft.The travel distance shall not be limited in specified in Table 503 based on the type of construction as determined by Section 602 and the occupancies as determined by Section 302 except as comply with Table 906.3(1). facilities of Tpe I or II construction. Table 906.3(1) Fire Extinguishers for Class A Fire Hazards, ordinary occupancy... modified hereafter. Each portion of a building separated by one or more minimum rated single extinguisher 2-A,and a maximum travel distance to I ° CHAPTER 29- PLUMBING SYSTEMS fire walls complying with Section 706 shall be considered to be a separate extinguisher 75ft, maximum of 1,500sf per unit of A. I� Sec.2902.1 Minimum number of fixtures. Plumbing fixtures shall be provided for building' I the type of occupancy and in the minimum number shown in Table 2902.1. ' 4-A Extinguishers will be used typically. (refer to FX symbol for rating) With a Types of occupancies not shown in Table 2902.1 shall be considered ! Per Table 503 Allowable Building Heights and Areas total area of no more than 6,000sf per extinguisher. Class K extinguishers are individually by the building official. The number of occupants shall be 6 b Building height limitations shown in feet above grade plane. Story limitations determined by this code. Occupancy classifications shall be - for kitchen fires. b i shown as stories above grade plane. Building area limitations shown in determined in accordance with Chapter 3. 9 Total Net 18"Seats square feet as determined by the definition of"Area, Building,"per story. Sec 906.5 Extinguishers shall be located in conspicuous locations where they 63 Total Net 18"Band Seats will be readily accessible and immediately available for use. Per Table 2902.1 (51-50 WAC) 18 Total Net Wheelchair Spaces 1072 Total Seating Capacity NORTH Type V-B,Group A-5(Home&Visitor Grandstands): Group A-5 Occupancy: Water Closets Lavatories Q Maximum height=40'-0", Unlimited Area, Unlimited Stories HOME GRANDSTAND - CODE ANALYSIS PLAN Q Type V-B, Group B(Ticket Booth&Concessions): Location Male 1 per 75 1 per 200 Maximum height=40'-0",2-story with an allowable floor area of 9,000 sf. FX Rating Female 1 per 40 1 per 150 /� 4-A `�' Group B Occupancy: Water Closets Lavatories SCALE: NTS J Sec.504.2 Automatic sprinkler system increase. Where a building is equipped throughout with an approved automatic sprinkler system in accordance PORTABLE FIRE EXTINGUISHER SYMBOL Male 1 per 25 1 per 40 O m with Section 603.3.1.1,the value specified in Table 503 for maximum building Female 1 per 25 1 per 40 O Q height is increased by 20 feet and the maximum number of stories is FEC (Fire Extinguisher IF - - _ - - - - - - - _ _ _ _ _ Iq increased by one. These increases are permitted in addition the building Cabinet) For Group A-5: _ _ ( , C;v area increase in accordance with Sections 506.2 and 506.3. Male-1 per 75 for the first 1,500 and 1 per 120 for remainder exceeding 1,500. V) Z Female- 1 per 40 for the first 1,520 and 1 per 60 for remainder exceeding 1,520. Cn -,.- For 906.9 ...so that its top is For Group B: ° The Concessions, Ticket Booth and Grandstands will not have an automatic L - - - - - _ _ _ _ _ ° not more than 5'-0"above - - - -� Male/Female (WC) -1 per 25 for the first 50 and 1 per 50 for remainder over 50. 2 sprinkler system. the floor Male/Female (LAV) -1 per 40 for the first 80 and 1 per 80 for remainder over 80. L - - - - -'- ( ^ _ COACHES Z �T.J Sec 906.9 ... clearance Group A-5 Occupancy: LANDING ROOM 2 LANDING 329 Total Net 18"Seats )- between the floor and the ate 111 ato 6 Total Net Wheelchair Spaces 7 O CONCESSIONS BUILDING Home Grandstand Bleacher Capacity =1072 128SF 335 Total Seating Capacity NORTH LU L bottom...shall not be less Nome Press Box Area = 2 1002SFF/oc 9,000 SF 3,162 SF than 4 inches maximum allowable > Actual Area Visitor Grandstand Seating Capacity = 335 Ki�/ 0 Visitor Press Box Area VISITOR GRANDSTAND - CODE ANALYSIS PLAN Total -141 area for any one floor ? v � � LINE OF FINISH FLOOR � < O 68 SF 706 (male) / (one water closet per 75) = 10 required SCALE: NTS (D CHAPTER 10-MEANS OF EGRESS 706 (female) / (one water closet per 40) = 18 required Z U Sec. 1004 Occupant Load. TRAINING MEN LQ 2,782 SF (Overall area - 706 (male) / (one lavatory per 200) = 4 required lavatories ROOM OFFICIALS TOILET* CUST* Required See plan (this sheet) for total occupant counts and exit paths. (female) lavatory p ) - q tot to3 too tob interior face of exterior walls) 706 female / (one lavato per 150 - 5 required lavatories exit width � 380 SF (Exterior covered area) 132SF 149SF (11 ocx.2o"=2.2") J O L Per Table 1004.1.2 Maximum Floor Area Allowances Per Occupant Group B Occupancy: 1005F/oc 50SF/oc (47'provided) ZD 3,162 SF (total area) _ =20° °° m Z Z 282 LF (Total perimeter) Assembly with fixed seats See Section 1004.4 Ticket Booth 200 Assembly-SS (Standing Space) 5 Net SF/Occupant _ Ticket Booth 201 - 1 � FX FX Assembly-C (Concentrated) 7 Net SF/Occupant Concessions Building = 29 I X 2 3 \ \� a 11 e Assembly- UC (Unconcentrated) 15 Net SF/Occupant Total = 31 \ I� o� Business Areas 100 Gross SF/Occupant \ T�J 312 SF Educational:Classrooms 20 Net SF/Occupant 16 (male) / (one water closet per 25) = 1 required �II ® FX ° �/ Educational:Shop &Vocational 50 Net SF/Occupant 16 (female) / (one water closet per 25) - 1 required 1 K \/ GENERAL NOTES Exercise Rooms 50 Gross SF/Occupant A / \ / CONCESSIONSAREA DIAGRAM Kitchens 200 Gross SF/Occupant 16 (male) / (one lavatory per 40) = 1 required Li /o _ _ 7925 REGISTERED Library: Reading Room 50 Net SF/Occupant 16 (female) / (one lavatory per 40) = 1 required A. ALL HANDRAILS TO BE+34"ABOVE RAMPS AND NOSING OF ARCHITECT 1 Library:Stack Area 100 Gross SF/Occupant L - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J STAIRS. HANDRAILS SHALL EXTEND V-0"BEYOND TOP AND SCALE: NTS Mercantile: Grade Floor Areas 30 Gross SF/Occupant Total Fixtures Provided WOMEN DRYING HOME VISITOR BOTTOM LANDINGS. RAYMOND C. MOW Mercantile:Areas on other Floors 60 Gross SF/Occupant Water Closets Urinals* Lavatories COFFEE CONCESSIONS TOILET* ROOM* LOCKER RM LOCKER RM STATE OF WASHINGTON Stages/Platforms 15 Net SF/Occupant Male 4 2 2 too t2o 105 to7 to8 tog B. FIRE-RATED WALL ASSEMBLIES TAKE PRECEDENCE OVER ANY Storage/Mechanical 300 Gross SF/Occupant Female 6 0 2 102SF 244SF 518SF 480SF OTHER WALL TYPE. SEE FLOOR PLAN SHEETS,A2-SERIES, FOR ALL 2oosF/oc 200sF/oc sosF/oc sosF/oc OTHER WALL TYPE CALLOUTS. =1 = Sec. 1004.3 Posting of occupant load. Every room or space that is an assembly Unisex 0 0 4 =1°° =2oc ,oc ,00c NORTH UJ occupancy shall have the occupant load of the room or space posted in a *Where urinals are provided, one water closet less than the number CONCESSIONS C.SEE SHEET A7.00 FOR TOILET ACCESSORY MOUNTING HEIGHTS. 3 conspicuous place, near the main exit from the room or space. specified may be provided for each urinal installed, except the number of ' water closets in such cases shall not be reduced to less than on quarter D. SEE FLOOR PLAN SHEETS,A2-SERIES, FOR FIRE EXTINGUISHER ° Sec. 1004.5 Outdoor areas. Yards, patios, courts and other outdoor areas 25%) of the minimum specified... CODE ANALYSIS PLAN LOCATIONS. O accessible to and usable by the building occupants shall be provided with Project: 2015-15 TICKET BOOTH means of egress as required by this chapter. The occupant load of such Drawn: LWJ outdoor areas shall be assigned by the building official in accordance with Sec.2902.5.1 Drinking fountain number. Occupant loads over 30 shall have one SCALE: NTS LEGEND the anticipated use. Where outdoor areas are to be used by persons in drinking fountain for the first 150 occupants, then one per each additional SD 03/03/16 addition to the occupants of the building, and the path of egress travel 9,000 SF 200 SF p g- P 9 500 occupants. (51-50 WAC) DID 03/29/16 maximum allowable > Actual Area from the outdoor areas passes through the building, means of egress 3 area for any one floor requirements for the building shall be based on the sum of the occupant Exceptions: 1.Sporting facilities with concessions serving drinks shall have one 37 OCCUPANT LOAD loads of the building plus the outdoor areas. drinking fountain for each 1,000 occupants. I I Exeptions: 1 1 I 37 OCCUPANT LOAD (ACCUMULATIVE SUM) 50 SF (Overall area- 1. Outdoor areas used exclusively for service of the building 1442 occupants=2 drinking fountains required, A.S. interior face of exterior walls) need only have one means of egress. 2 drinking fountains provided L - J L - J 37 P OCCUPANT LOAD (OPEN PARITION -WORST CASE) € ■ 150 SF (Exterior covered area) Sec. 1005 Means of Egress Sizing. TICKET TICKET _ EXIT PATH 200 SF total area BOOTH BOOTH o Sec. 1005.1 General. All portions of the means of egress system shall be sized in 201 200 - - - - 33 LF (Total perimeter) accordance with this section. 2-HOUR FIRE WALL Z 50 50 SF 150 SF Exception: Means of egress complying with Section 1028. 60SF/cc 605F/oc Sec. 1005.3.1 Stairways and Sec. 1005.3.2 Other egress components, =1°c =1 O° NORTH �F++ 1-HOUR FIRE BARRIER Sheet: TICKETBOOTH - AREA DIAGRAM Minimum required exit width: o TRAVEL DISTANCE PATH Exit Width (inches) =Total Occupants x .30 (stairways, non-sp(nklered spaces) TICKET BOOTH Exit Width (inches) =Total Occupants x .20 (other egress components, non- SCALE: NTS spri CODE ANALYSIS PLANnklered spaces) DENOTES AN ACCESSORY SPACE.THE OCCUPANT LOAD OF AO ,901 THESE SPACES IS NOT COUNTED TOWARD THE TOTAL OCCUPANT SCALE: NTS LOAD FOR THE BUILDING 0 1 1 1 Z UIT J 1 1 J a � Q a I NORTH MASON w i 3 PARCEL NO. PARCEL NO. PARCEL NO. PA..CEL NO. PARCEL NO. PARCEL NO. _ 122082100010 122082100040 122082100020 1 122082100000 SCHOOL DISTRICT > 122053490072 122082100030 _ I 1 PARCEL NO. t I ; `; ; t HMS a- N 0 1 ZONE RR-10 I ZONE RR 10 ZONE RR-10 ZONE RR-10 u ZONE RR-5 ZONE RR-10 I I 1 122082400000 0 278'-9" 556'-0" ZONE RR-1 i '' DRAINFIELD I I I I II _ _ ' I LOCATION .01' nI.I PARCEL NO. o 330 122082300020 U 1318.19' w •- �.,-tea HMS I ZONE RR-10 C vD, HPG4- I L �y V) RESERVE SCHC OL EXISTING TENNIS DRAINFIELD I I RE E VE o z. - 1 I ENNIS COURTS/ '\ COURTS LOI�CATI`ION D IN IELD Z EXISTING OC ON o L N PARCEL NO. O I 0 w 122057990011 ( i� SCHOOL / I I # I I I � o FIELD t V) ZONE RR-5 �_ I EXISTING ° z ` , cN W,I X FIELD I I p Y 1 I m m m� (E) WELL ° I 210' N PARCEL NO. / 02 z�l\ #3 / N U 122085309013 , - NORTH MASON SCHOOL ZONE RR-10 =_ - - _ M _ j13 __\ �� I -..-.. 10 I DISTRICT '(E PARKING /� �;,; I ^ W 1 PARCEL NO. /ram (E) EMERGENCY VEHICLE ACCESS 10 STALLS \ I o� t 1 1 122082260000 _ I ZONE RR-10 _ It / 1 I , , i �12VIC / t )....1.... / YA p ° PARKING. PARCEL NO. I , j l 122057990012 _ - STORM STALLS �\ o I 6 (E) STUDENT PARKING, c" ZONE RR-5 POND -' o ; I 167 STALLS I D m rn L.... ®.: ('E) t�,OR�H P��ASON 'L�!? O � , �CHppL __ FUTURE c 119.75' - EXPANSION' C cn m I I ivCD � rz___J �i / \ EDGE OF I a - RIGHT-OF =� `� a s � .� PARCEL NO. N i 1 I WAY ENLARGED . — �- I 12085307001 1 - )PLAZA = , ZONE RR-10 ARCHITECTURAL <^. (E) (Eh HS ANNEX A1.01 RKI FUTU-Rff"DJSTRICT'ADM1N ' SITE PLAN + Iee I I;: eve aevaooevee o000 STA i�eeeeee a000----- 1�t PARCEL NO. I122057990021 - - , , , (� °u ARK _119.72' r //ZONE RR-5 I oEXISTING a;',. a :.� :. �� ELD 7. 1 N mo N I d I i �z r� MIDDLE SCHOOL ' ,;' EXISTING / _ o- 1 `\ / \ /I �35 SF 58,512 SF OF STADIUM • LIMITS OF - J \ \ � �" _� \ \ %" I I I 060 WORK rr� IIIIII MOQERNIZATI:ON ( � � /EXISTING I / 119.68' 00 0 \ I ! �` L L L H J:1 ,, s= I I RETENTION I I I FOND i / I °° P,RCEL NO. o PACE 1 r P 1212085301021 o I e PAC ® I DRAINFIELD► �� _ I)IPA'RKII ZONE RR-10 I i &RESERVEI 0 ! �= STALLS ' I ' / ORTAS� i (E) WATER = NORTH MASON Z 0 119.6T n 9�8'SF 2 1 \`=-�1 mT L 591 I i SCHOOL DISTRICT / / `� 1 L11 1 TANK - ' i RI J _• ' ' ' nii - PARCEL NO. ( I I Q O 2AL (E T � I % ! � I \ O . . I r"- o I 122082360000 ( I E 52'-0" � - � i , ( i 11 ADDITION( PARCEL NO. J I - - - I i / 106'-2" 8'-6" %`EXISTING, / I RAIN:" NMSD ^ I ' :HAWKINS GARDEN 3 708 SF I \ %'// W ( , 122057990022 ,o o , i ZONE RR-5 'O PARCEL NO. b = / _I L _ GYMNASIUM ®® - - � z �+ 122085302016 `c- - - 22,430 SF _ a -' - - - +- _ _ �- - J U ZONE RR-10 ° CONCESSIONS / M l' GRANDSTAND ."` ;' , 1 ! ZONE RR-1010 376.22' 179.63' O I / I (E)SHOP STAFF PARKING 31.00' U ` - - - - \ I \� I 2;400"SF: STALLS I W Z 0 - _ fey - - - - - - - - ` �' l TOTAL= 10 E BUILDING,TO BE E WELL PARCEL NO. ZONE RURAL F- I -o� -oz <o < <ov os ot✓ o�- ( ) I ( ) 1 I — O PARCEL NO. o o� { IFS i #2 122082360030 TOURIST (RT) D trt , DEMOLISHED,TYP i �:i` _ I = U 12 085301009 v I cn Iflfl 1, � -, e O r;f 7 „ )i i I o' ZONE RURAL ZONE RR c� Z 1;Ir � � -- oV „ ,.. , v, !1 / 1 / I 1 RESIDENTIAL-10 U - - (� 11 l( i 1 ;lal.` / ao RR-10 1 19.61' I sI � J / �' - - - I \ I )1f.)I 1 r / III ( ) 0 Or l I 11r`LI� i " �,�{f: I X,: K, , „', ,, I„ \„�, \ /�� ``l \ / I 12'-4 1/2" I ti 100'-0" i /llrt I J 119.59' I p -0 -2 -3 .so 40' 30' 1 7 ��/r j EXLSTJNG�ISTRICT'. NORTH MASON FD i iy' '/ 1 ADMINISTRATION v Q F- 1 I I I k e �- � 1 UTU"RE.COMMUNITY SCHOOL DISTRICT I i u PARCEL NO. i i USE 18,318 SF W 4_ PARCEL NO. ih I j 122082360010 122057990023 I N ' ZONE RR-10 / . 0 ZONE RR-5 I PARCEL NO. 1 °� _ Z - - 1 I `'�' 1 0 z 1 . 122085302001 1 VISITOR 1 �h - - - - - - a I ZONE RR-10 - 1 I o I (E) MS DRAIN FIELD, — _ GRANDSTAND t Z�B�Z= /�-,� 1— ' _ - 140_05_ - - - - - - _ TO BE DEMOLISHED T� 1 119.56' - EDGE OF 20' O PARkI - PARCEL NO. 405.88' ELEC EASEMENT I 5 STA L 122071400010 ZONE RURAL 7925 REGISTERED N RESIDENTIAL 5 L_ . • . . — . . -- . . — . . — . . —' � � ARCHITECT 1 / • ' / (RR-5) PARCEL NO. 1 PARCEL NO. ie 68'-1 1" 274'-7" GRANDSTAND 305'-5" 261'-1" / ' RA YMOND C. MOW 12 ONE RR-5 12ZONE RR-5 V STATE OF WASHINGTON 91 NOTES: NORTH MASON / I 1. SEE SHEET A0.04 FOR PHASING SITE PLAN.SEE SPECS FOR ADD'L PHASING 1 • . SCHOOL DISTRICT INFORMATION. 1 1 PARCEL NO. I 1 12ZONE RR-5 / �PT�R0���3 s Project: 2015-15 EXISTING PARKING ANALYSIS Drawn: LWJ $ I TRANSPORTATION \ I 4 1 I NOTE:THE PARKING ANALYSIS INCLUDES ONLY THE STALLS FOR THIS PHASE OF SD 03/03/16 PARKING LOT THE PROJECT. 1 42STALLS ZONE RURAL DID 03/29/16 \ / TOURIST (RT) TOTAL STALLS PROVIDED = 37 STALLS VAN HANDICAP STALLS = 1 STALLS HANDICAP STALLS = 1 STALLS ZONE RURAL I TOTAL HANDICAP STALLS = 2 STALLS c 1 TOURIST(RT) e E ADA ACCESSIBLE PARKING REQUIREMENTS,SECTION 208- PARKING SPACES. THE NUMBER OF PARKING SPACES REQUIRED TO BE ACCESSIBLE IS TO BE CALCULATED SEPARATELY FOR EACH PARKING FACILITY;THE REQUIRED NUMBER IS NOT TO BE BASED ON THE TOTAL NUMBER OF PARKING SPACES s I PROVIDED IN ALL OF THE PARKING FACILITIES PROVIDED ON THE SITE. x I Sheet: E OVERALL ARCHITECTURAL SITE PLAN s 1 A 1 ,900 'O 1 NORTH �, SCALE: 1/100" = 1'-0" Z (j � l : �' IA Y� ___ r 0:� n �•y 1 L L I J —1—f"Ll". — , -- J r- LA IJ J—L I �- _.I T 1, - _ - / •'// Q> i. - - - __ \_ a�� I I I - ' . :,, . I I i �.q� ,V._ — � �I.�' 6.1 - . - I I Ill,'1;1t�__�' - - �11 Z\1 " . I �1'1 / / - > / _'___ -- - I '/1 r, i i I'I /- EDGE OF \ / I , / ` \ ;' o PARKINf9 STALLS \� J/ I \ , '\ \ may` \ I -o ..'3£,' IV, \ w '/ /' / // � O �y, = RIGHT-OF 29s \ \ TOTAL= 108 9� r /�, /,-,.-, � v y: \ \ / / I i I ,�' WAY ✓. �, . \,'°� \ /" _ \ p rt'�"'_11 \ \`. t i i i o L rrnn iC") 2 \ \ - >� \. i \ \ \ _�2 L - /' U i / \ N \ I i \ ,\ I �` J - O O O 0 0 O O O D O O - C O O _ / I \ 12 a) \.� I i I v\l 1 i % 2gsm A A\' y('. A v \ �y� A e �v' 11 x7\1v a) i r \ \\\ \ ` \ I \ V) I ,\� V \ j \ \ \ \\ } v 7 \ \ \ r\` \ I I \ \ \\\ N \ \ \ \ 0 1 \ `\ \ \\ \ \ \ \ ;\\ \ I I \ / i \ W �\ �� I' \ \ \\\ \\\�` \ \\' ` "\ \ `" , \ I�"`\\ (E) MIDDLE SCHOOL,TO � /r \\ ,, I \ \ Y j 1 \\\ \ `\� \ `�'\'\ \ \ \\ \ \ '\1 I BE DEMOLISHED (NIC) ``I \ \ til t 2qy \ (,, \\ \' \ i \ \` \ \ \ \\ ` I I- \ h. I U n F e ` , \ _ \ I i \ N \8 C\,\ \\ `\ \ \\\ A \\ \ \ \ I _ / \ \ \ \ \, \ \ \ --- - / \ I / W ;,-- , O \\�` \\ \, \\ r - �. - -- -- - ' ` \ LIMITS OF C -1 �f� - - - I II \\\ \\ �\ 1 - --- -_ - _ `\ \ \\ WORK 'S i I ' 1. 11 \ ' \ \ \ \\ \ ­ ___ \' i � \\\ 1 w \ { --_�� A. \V v y �: I \ \ \ i J I SITE LIGHTING TYP a _ ?.ter ;,'yI \ \ '\�. - - - - - - - - ,\ `\; \ - 111 EE ELEC FOR CALLOUTS _ _ I1 \ \ \ \ .\\ \ S ;?" I ', I 1 y i \\" `.\ , \ \ \\ �` \ \ - �/ %-- (E) GRAVEL ACCESS, ` . \. • I ' � �_ -__-/ \ ,' I . I` v *, y v \ v, �v \ TYP SEE CIVIL FOR __ ``v j / i i / 1 r � i II ! ; , \ \ \ \\ �, \ ADD'L CALLOUTS `\ \ ! / ! \ CHAINLINK FENCE& /- - - III \ II \ (E),PACE \ \\ ` y\ \.\ I ' ([Jp / YWT\ GATES.TYP, SEE ` 6 4.z.� III I \ I \ \ \ \ \ - Ne ' \ (. ) '�/ ' 1 \ I \" PO rABLE . ` \ \ I \ i ,\ { R \ \ ) PAc ,• -- �: ` `, \ /` p LANDSCAPE FOR ` / !' \\ e ;: II,I III II I j \ BUILDING\\ `ING . RAINftELD- _ \ \'\ '\ \\ \' `\ �/f _ CALLOUTS \ �♦ �!s 1 i I I \ i \I I" ,\ \ 1 I ` SERVE , - _ - ,\ � \.\ ­flI % \\ \\ 22 ALLS —_ •+_ - \ a\-: 1 \\ _ � I ,/ - \ ;�'% ��` I I \`. \ `.\ \ \ �\\ _- ,\ .. ' 'K -- • it _+y \ - \ ,r.- t2: \, .� _f .-.� 1 �� _�= \ / l. -'>4 it 1 I 'I, \ \ \\• ';'\ \_ / t` T.•Yr �'v — \ \ .\\ \I © 11 .\ 1 1I t \\� �i %i '--� I L •-"' "�\� / / i 111N\\ \ \ ,r SITE IMPROVEMENTS, (E)-- V ` f _ � -/� 1 p`- \\ / / %\ <,.^�r r I 1 r \ \ -'\ `-/~ `Y x \.. \ / \. _ \ --.�' _ -�, I x 'Y / f"i' rt / ry + I \ .� SEE CIVIL&LANDSCAPE \ E:I' y\ P:7 \ 1 �� 1 i 1 z 0 I FOR CALLOUTS,TYP / I - - - J. \ /// %"iz /' J \ \\ � - \%A " I l I A1 I! I a� - I - � _ i' I I \ (/ I \ - j\ _\ .j \' ��\) - / // /' � / \ 1; - ,L,/* I , . : . � I �� - 4. \ I :yx 5,. . - - I - •/� y" -f-11 % I ,� -\ .1� ___`'r\< I I \� \ / t --- �'\ -\ 1 I �\ - - //' ,r 'i ' , , I . - , L,� _��f _�" , �I � . I. I - ' � \X- I\ /' '/ L ' L" /' e. ITI1 . X -,--- .2,\ / �'ih --- -A,- -'k '-'�F-)-_xz " -, g/ -1 I - I ___' � - 11 ., � . \-, -V�' I '' \ I/ " — _ � L ­ J I/ I � � �''I__ �' �"� '/ I , I �_ --I- I- ' --- :E y \ \ `\ / / *^ I'dI \ \ �/ . r z I� 1/ \ / \ \\ RETAINING WALL, ��/ ' ' f ' r:I ': \ ,� \".1 `� \ r' /' / { `,` ! ,� �' _ � GRANDSTAND \ =e� 1 CONCESSIONS , t \ `� \` I 4 `\ 1 / �• ''_., SOUTH TICKET 1 , \ \ ? , E HAWKINS / .�, \ '1 I 4 8Z' SHOT UT F � SEE CIVIL 8• FLOOR PLAN -' A2.00 FLOOR PLAN -BOOTH PLAN 0 _ ,\\ f / / / . ' : O / I / "''' ``� 11 1` "or IL� STRUCTURAL.TYP - _ _ \? :\, �_ ,. \ - / GYMNASIUM f' / `��/ — w ��I I I ' EMERGEN-CY J L _.- / 9 % I - - �~ - — \ I. � / // / �/;- I / �J� J I i ; I ry CtE A CEO SS �. 1 tis _ � - - - ---- -- - - =-�- - - - _ _ - - - = � `11\ / f ,'' / / / / A / -__ 'll I - - - - / / j — — ti I <: - _ `P / /_ _ \-- - \ y� —_ _ --_ I - A "2. 'ice - \ i J ea \ - Z � r � � CONCESSION _ / r ff I I \' I S I f l/ / ,`- ti \ �\' CONCESSIONS_ I I r /\/ I ,-I /, r. I GRANDSTAND I I `ALTERNATE BID - �� \ \ \ , /, I I __ II \ \ // I I E RAIN . \\\ \, \ ?I' A-1 I' \ X/'x//�/_ /j M I r;/, I \ \ I I \ \ 1 \A DEN - i /, _l I G R}. I I I � I , 1�\ NORTH TICKET \ \' = - - - - - --=r , . \ \ • . \\\\\ �\ /' \ Z ,BZ„I:I'i - - - I A1.10 PLAZA PLAN _ _ - - - _ _ 4 ` \ ///j J ' O -•`�� i"E /. 6Z� _ I• ��� — — — — — — — Ss — — ter.. \— - S$ - - - — — — \\\ \ �\�\ \ \ \ \ \ / ///`// %/ �S— — Iy-- \ �- __ Lu r �� I ) ',.�_--L9� ,/ — — — — — �,_ T._ �� J x I ;C A 1\ v \v v \\ V v v ��/��� O �,� ., BZ Z I '� [ 'i. , v� A 6Z - i: �V A \ t \ /I vv :/ �, I � I - v y U z I A S 1 I A fl \C. H yr J i {. \ \ N� I I .y vvv '1 r I y'• 1+ v �t a \ I J � 1 i' I riS' v A v -c 1�: I I U I i'. f r` � m I ' I r I 1 v A v vA �L v � A S - \ I y _I �v f I.I `� II i/ . . G _ . \ _ __ �il 1, I i " 11-1 ' I \ I��7���-" ..I 1 \\ I III 1 _ -- \ �/ \ \ \ _ T Lu I D - 2 \ U ,; O - - .\ .x ( I \ \ a a a I _ DEM SH Y 5 \• f ,..I 0� , OZ 0 O b 0 J 0 �� 0 � OZ 0 � I �. \ \ ( \ 5 \_ ' D / 1: \ I . L' \' ��{ o \.' \ ,kg It \I 1 \+ J.,' JJ Z �''�°' !! Z �_ :, W i� II _ LJ •I I• \ t s I O I y,< - I I' E WELL Ij I: a / _1 C + _ .;r_.f ° I ° ° ° I I ° ° .' 9 ° 1`P G ° ° ° ° ° ° ° ° ° ° ° ° ° 19 °•0 ° °d ° ° u ° ° ° ° ° 9 I ° °`° ° ° 1 I "/ \ �_ I II 7' i: \ \ \: \ _� _ ILI A f f I . .r - C i - \ I it 1 1 f :. I I 1 / F[ I -.. \L " \: - - W • �,. :isl �. i. CC 1 L :I TR ACK& FIELD SEE F1 s o jl 'j I 1• \ ti \ I® I is� _20 I , r I.I. ::j::�.::�:: i S - \ :i S/ "1 a I' I\ CIVIL LAN --�I ' C & LANDSCAPE ly .i I f li F i __I� OR CALLOUTS TYP _ Q" 1 9 r I — { J L :1U1�1 1 1 0 ``:: -_ I I 1 z I i:; 1 - I j-�: r I �S i (1 1 �1 \. 1 'l 1 ryry 1' �_ 8 s E WELL ED E F G O 1 I _ 5 _ - W / I , 1 11 I _- .�. E TY , I L f@ CLEARAN C P 1. 1. • I' . I I I _ I l SCOREBOARD \ . . . . . . . . . . . . ., ` � ,, � ,- '� i:;.;:.°: :'�/:��. :��'• s \ _ -- it Iuu ° ° ° I u ° ° ° , u ° ° ¢ ,° Iu ICY° ° u ° I ° ° ° ° ° ° e ° a...�._° as I,I,tI° ° I ° ° I ° ° u ° ° ° ° b° ° ° °9I ° ° ° u ° u ° I ° u ° ° ° ° :'; : : \' ° 1 / — —_ I s 1 SEE \ t.) I ( \ - / \ r /\ F �. :'.I . y: I 2 �N I i I. - 4 -- _ �� I.i` I 1 1 �r. I 0 /—•' r, i I l�- 1 / i I I i. f. iJ7/7t - / i l d _d 4 /// FLA GPOLE, I r 'I� :\: 9 / r \ I �\ 2 � 5 , i �- 0 3 0 2 1 , Yr /: f ' SEE �i I I \ I J , <' i 3 .. / r , i �: / I 7\: 925 REGISTERED /'i' �ING DISTRICT. / \ �CiS i I /E /, A 1.10 \ I i /T- / / I t ARCHITECT \ / i �i N I ° ° ° 1 0 ° I ° ° ° / / r 1 r' n I / / ITY E F'OTE ��CO � US - I �� / i �/ i �: \: % , / l %, %/\ \\ . �° /' 18,3 I S SjF� 11 - / / -__ ,�/ // ` ��. VE�� - /' / i1 \ \ / / \ / / / ;- ; \. / "i 1 \ r LEGEND ' I , ,41/�Lf N. / l \ \ 1 � ` I \ �. - - o FH - F - IRE HYDRANT Lt�� PARKING N °' - COUNT J: " W J \ \ - _ - - ( \ ::.: .;: _ INFORMATION ONLY, S Q GB- GARBAGE CAN j \ IA \ --- - _` :; o -� PAINT 3 • I _ �\ \\ _ _ VISITOR \\- ' _�__ o _ NO i _ __ - \ & . KB - KNOX BOX i' I \ L ' , I : \ �\ - '-\ `' C�a. & '� --- ---- ----' - Project: 2015-15 \ - I :.:.: . ., _ D SITE SIGNAGE,TYP �� •. v GRAN STAND - - - ___v � i i*- I 1, \ _ \ - -VISITOR — _ SE , /� FH - / I `\ _= --=&_ � —- - - �- - - - - -� RANDSTAND ECALLOUOTR EMERGENCY / Drawn: LWJ 8 CONCRETE SIDEWALK , = _— --- - --- _ \ - N __ -- - — — G -- ----_ - - 2H /� 11 1 \. ! ✓- _ _ (E)MS DRAI -�,�s_ CONCESSIONS DRAINFIELD &= . __ PLAN _- - _ // �EHICLE•�\CCES 2r br r r 2r 6 C) �, �// ' - _ SD 03/03/16 s /', `f _ �' FIELD,TO BE �3_ =�- RESERVE,SEE SEPTIC SYSTEM_ -_' _ __ _ _` \\ \ \ `,1 $-0 ` = ,. � - \ �, DD 03/29/16 II _-- DEMOLISHED =- -- = =- DRAWINGS FOR CALLOUTS,TYP— -- _ -- _ \` \ \..- __ I i *:F �.: �- __ _ \ / 50 GENERAL NOTES: \ \ \ -- -�, _ ._ 4r _ \ _ _ _ + _ __ = _ \\ _- - - =-� -- - f :- r ' L. 1. SEE CIVIL FOR HORIZ. CONTROL LOCATIONS, CONCRETE AND '/ . ' - - �1' ?\ �-- -='I 1315-l5 \ — _ - / - /// ASPHALT PAVING, CURBING, PAINTED STRIPING, CIVIL TRENCHING 166.76' i \ \ _ I / ___',� - \ \ .%. ` \ \ \ - -- � i - ��%C 11 _ \ .�� jr / as , l - \ rK` ZY;, � \. - \ i \ \' \ \ \ \ ` / \- - - / AND UTILITIES. 1 �, -_ \.; _ ', ¢� \ \ \ \ \ \ r <-/ EDGE OF 20' ELEC '\ 4='v - - ' 2. SEE LANDSCAPE FOR FENCING, GAME LINES,SITE FURNISHINGS AND \ ��'„`. � ' 1 I �= - _ , - '\ �='— / \\` \ t� 1 t— '`z ; i EASEMENT ` \ \ �� t\ `. \ IRRIGATION SERVICES AND UTILITIES. ' sY a=" \ (E) PARiC1N� / \ \ \ � _ _ _ �� I \. i \ 35 STALLS // -- 3. SEE ELECTRICAL FOR SITE LIGHTING CALLOUTS, ELECTRICAL % \ - _ � \ \ \ \ \ _EAST CAMPUS _ z TRENCHING AND UTILITIES. - \ j n - y a' _� >�' =.r - i' � / , s S SHEET Cl.0 FOR DEMOLITION REQUIREMENT AT EXISTING SITE. \ r] i�\-__ , _ _ J ,, Ti I .}� / ' ' _ i \ _.. _ � \\\ _ - Sheet: XI R 5. SEE ALL CIVIL, LANDSCAPE,SEPTIC AND ELECTRICAL SITE PLAN \ \ \ - DRAWINGS FOR COORDINATION WITH PLACEMENT OF CROSSING OR E CLOSE PROXIMITY OF CIVIL, LANDSCAPE, SEPTIC, AND ELECTRICAL a TRENCHING AND UTILITIES, ENLARGED ARCHITECTURAL SITE PLAN - rrl 7�� Al . 01 5 NORTH 1 SCALE: 1/40" = 1'-0" Z U c� N _1 00 I..fi Q`L.fi. W O O 0 U 0 Cs 0 V N U N 5 Lu L N N T 2 2 n 3 4 5 z 10 A4.00 A4.00 �: w ALTERNATE BID A-1 56'-8" 52'-0" (`�' o 28'-8" 28'-0" 26'-8" 25-4' Y • U 13'-8" 1 3'-4" 4'-0" 8'-8" 2'-0" 8'-8" 4'-0" 1 I 1'- 10" 4'- 10" 1'- 10" 19' -4" 1 w 10 d- TRAINING • N 2 2 5A Cl) TABLE 2A 2 \ I N (12) 18-15-72 LOCKERS 1 00 o, (11) 18-15-72 LOCKERS W I co o o W — — — — 2B 2D i o I5B A7.01 SD U o LL U A7.01 • co I O • o A7.02 -- - — - 4A 5C 1 BENCH,TYP. A7.02 `� lo� C BENCH,TYP. 1 2C I CUSTODIAL `� 1E I 1 2E LO TAPING TABLE TRAINING ROOM 3 OFFICIALS 4B D 2 I o 106 C 103 • A7.01 \ WH � � � � r � � � � � � � � � � � � � � � � � � � 1Q1 i I 11'-4" 2'-0" 11'-4" - (6) 18-15-36 LOCKERS 4C I 6) (5) 18-15-36 LOCKERS 1 ADA SINK W/ TE3" TACKED 3 1 HB 1 I 2 1 4 THREADED FAUCET W/D1 I i lk — ICE I RACKN C (6) 18-15-24 LOCKERS � (5) 18-15-36 LOCKERS MACH • I 3A I - DRYING ROOM I • \ I VISITOR LOCKER \ I 6A 107 HOME LOCKER I i I ROOM w 3B 2DC 4P ROOM 1A 1F TOILET TOILET 2F I 2A 109 O o, 8"DIA.OPENING ° REF, COOLER, • I 16B 6D 108 1 B 1 D • 108A 109A --.._.....__._ A7.01 IN COUNTERTOP NIC NIC i 3C 4B p I A7.02 A7.02 A7.02 2B 2D (DI 3 COMPARTMENT MEN 1Y. WOMEN A7.00 I REF. DROP-IN SINK W/ I 104 °� 105 I 6C 1C I 2 2 I 2 2 2G __ — 1 G / \ • INSTA HOT I 4C — ; I I 2C "' 1 O Z v 1A 0o MW O C XHB E-0 I RACKN C I (6) 18-15-24 LOCKERS o o (5) 18-15-36 LOCKERS A4.00 Io' UNI N Q X 3A ABOVE Id 4'-p„ 4'-0" I ' — — — — Lw � c� ! 1B A7.01 1D 3 • CI — — — HB r — • 313 3D CONCESSIONS o 1 C A7.01 ZE I I DRYING 2 HB HB 2 N I c% LL I 102 I 4E I RACK,NIC N (6) 18-15-36 LOCKERS c\! 1H 2J I —� COFFEE 3C • �- 2 2 _ — _ (5) 18-15-36 LOCKERS V O I ❑ I ` — Y ❑ I • c I U W o I 100 I I A7.00 CO 1 A7.00 I I DRYING O SHOWER 1J SHOWER d O Z �� 2H I O o o — — — — — — — — — `� v U, I RACK, NIC I 108E A7.02 A7.02 109B ^ _ 102A 2F o 0 4F I — — — - - - - -- I • U DRYING x oS I 2 1 2 5'-4" 2'-8" 12'-8" 5'-0" 5'-0" o 0 0 o I ' RACK,NIC (12) 18-15-72 LOCKERS 2 I I I 2 (7) 18-15-72 LOCKERS U +— i� 1 • DF — — — — • I ® ° E_ 9'-0" I 9'-4" I 4'-0" • 9'-6" I 8'- 10" 4'-0" I H O 1 � O z O 4 5 O V) c� 2 — A7.00 V w CONCESSIONS FLOOR PLAN SCALE: 1/4" = 1 '-0" U Z Z WALL TYPES — CONCESSIONS 7925 REGISTERED 1 \J ARCHITECT > 8"X 8"X 16'C.M.U. BLOCK RAYMOND MOW W/PAINT FIN. ON INTERIOR O STATE OF WASHINGTON AND SEAL COAT ON EXTERIOR Q Z .N O Project: 2015-15 O 6"X 8"X 16"C.M.U.BLOCK W/PAINT FIN. ON INTERIOR Drawn: VAH 2 AND SEAL COAT ON EXTERIOR SD 03/03/16 DD 03/29/16 Z L a O2X6 WD SUDS @ 16"O.C. X FILL CAVITY WITH BATT INSULATION 5/8"GWB TYPE"X" Q Sheet: 0 N WALL TYPES A2 , 00 o N O N co CONFORMING NOTE: ERICKSON McGOVERN DOES NOT GUARANTEE THE ACCURACY OF THE POSTED ADDENDUM. THE CONTRACTOR AND HIS SUB-CONTRACTORS ARE REQUIRED TO VERIFY ALL ADDENDA ITEMS ARE ACCOUNTED FOR AND POSTED CORRECTLY. THIS POSTED SET OF DRAWINGS IS PROVIDED FOR CONVENIENCE ONLY, ACTUAL BID DOCUMENTS AND ALL ADDENDUMS ASSOCIATED WITH THIS PROJECT REMAIN AS THE CONTRACT DOCUMENTS AND SHALL GOVERN. Z JN LEGEND J 00 N J o' FEC FIRE EXTINGUISHER L u c DF DRINKING FOUNTAIN O 0 3 DF/BTL DRINKING FOUNTAIN +WATER BOTTLE o A2.01 FILLERlu (D Fm i�3f_ � o 2X8 @ 24"OC R-19 BATT INSULATION CG CORNER GUARD U o ASPHALT SHINGLES 2x8 CEDAR c R-19 BATT INSULATION (2) LAYERS SBS FASCIA BD. F 8'-0" w cn %"CDX SHEATHING MIR MIRROR 3'-0" 2'-0' 3'-0" tea. 4 1 TB TACKBOARD 7 N 8'-8"AFF I 9 I WB WHITEB ARD Z } �� `• \. \•.,* t/ TOP OF PLATE 15/32"ACX 1 O � ' �c�l O CHAINLINK GATE& 6"GUTTER PLYWD. .... SIDING WH WATER HEATER,SEE MECHANICAL `V) 0 $ FENCE,SEE LANDSCAPE, 2X8 PTD.CEDAR 2X6 @ 16"O.C. _ °P I o Y TYP FASCIA BD. a `" M 2 HB HOSE BIB,SEE MECHANICAL U TICKET - - � "ACX PLYWD. N A2.01 '� 6 SHTG.W/"A"SIDE DOWN / 15/32"ACX PLYWD. _ o o �, BOOTH 1 f @ EXPOSED SOFFITS c� °o W - AF7 "' 200 2"ACX PLYWD.SIDING 9 00 9 2X6 @ 16"O.C. 6"CMU o I O I o WALL TYPES - TICKET BOOTH 6"CMU BLOCK BLOCK " MAIN FL ..:., - 0'0"F.F. DSO Nk 15/32"ACX PLYWD BD ON INTERIOR FINISH o �o� �0 9 2"X6"WD STUDS @ 16"O.C. GRADE o �o o ��o I w O VAPOR RETARDER x R-19INSULATION w AIR INFILTRATION BARRIER CONC. FOOTING (SEE I 15/32"ACX PLYWD BD AND TVO(ITURAL FILL L J BATTEN SIDINGS TICKET BOOTH 200 FLOOR PLAN TICKET BOOTH SECTION TICKET BOOTH SECTION (TICKET BOOTH 2O1 , OH) 6"X8"X FIN. O INTERIOR O W/ PAINT FIN. ON INTERIOR 3 2 1 NORTH x AND SEAL COAT ON EXTERIOR SCALE: 1/4" = 1'-0" SCALE: 1/4" = l'-0" SCALE: 1/4" = l '-0" W L n Q Z � Q J J � O CV) GLU-LAM BEAM SIDING ASPHALT SHINGLES,TYP �/ O O O 12 12 - U Z 14 GUTTER - - -- 41 v) ----- co = -� CHAINLINK GATE&FENCE, 6"GUTTER SEE LANDSCAPE,TYP W BOARD &BATTEN SIDING O r 7 O N L S 3"I.D.DOWNSPOUT 06 O TICKET WINDOW (n 6"CMU BLOCK 0-4 z Q :�i o CV N M 0'-0"F.F. Q CMU-PT DS MAIN FL. FINISH GRAD z � o � TICKET BOOTH TICKET BOOTH TICKET BOOTH TICKET BOOTH 0 Z Z° SOUTH ELEVATION 7 6 5 EAST ELEVATION NORTH ELEVATION WEST ELEVATION 4 SCALE: 1/4" = 1'-0" SCALE: 1/4" = l'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1 '-0" N792 5 REGISTERED ARCHITECT RAYMOND C. MOW STATE OF WASHINGTON %"ACX PLYWD. SATIN ANODIZED TICKET SHTG.W/"A"SIDE DOWN WINDOW UNIT,TYP @ EXPOSED SOFFITS,TYP Project: 2015-15 TICKET Drawn: LWJ S PLYWD PLYWD PLYWD PLYWD BOOTH 2 00 SD 03/03/16 DD 03/29/16 u GLULAM BEAM,TYP c - b N E CMU CMU o, CMU CMU CMU co CN 0 DO 2X WD TRIM,TYP © ® AO Sheet: x TICKET BOOTH INTERIOR ELEVATIONS TICKET BOOTH REFLECTED CEILING PLAN 9 8 A2001 SCALE: 1/4 - 1 -0 SCALE: 1/4 - 1 -0 Z J �N co 1 2 3 4 5 6 7 BLEACHER DESIGN CRITERIA � Q 1.DESI'-'NED SEATING LAYOUT TO BE BASED ON MANUFACTURER'S W 28'-0" 24'-0" 24'-0" 24'-0" 24'-0" 28'-0" INTERPRETATION OF THE EGRESS REQUIREMENTS SET FORTH IN m THE 1997 STANDARD BUILDING CODE AND 1997 NFPA 101,LIFE SAFETY > 0 o CODE. O u u I I I 1 I I I I C 2.FOOTPRINT(EXCLUDING PRESS BOX)- 144'x 35' o , no 3.A4.01 LINE OF PRESS BOX ABOVE POWDER RRCOATED) RE (UNDER STRUCTURE)-I-BEAM STRUCTURE U •u �_ 10'-0"PAIR SWINGING GATE "- _ DS ------- -- ----- ------------- DS — 4.EXITING-ADARAMP@ONE END AND (2)SETSOFSTAIRS@FRONT DS DS i r° i 5. DECK-CONTINUOUS FULLY ENCLOSED WELDED DECK,HIGH Z 10'-0"CHAIN STRENGTH ALUMINUM ALLOY (MILL FINISH) k `O 10'-0"CHAIN LINK FENCE 2'-0" 8'-0" 6'-0" 8'-0" 8'-0" 6`-0" 8'-0" 2'-0' w DS X \ / X I I LINK FENCE 6. RISE/RUN-8"RISE/24"RUN O s r DS I I V) o DS — v ------ ------ --- DS — —T X X— X— X— J m,000) o XL— X — X — X — X — X — X X— X— X— X X — X — X — X 7.SEATING- 10"CONTINUOUS BENCHSEAT,NOBACKREST Y f in X 10'-0"PAIR SWINGING GATE 8.RAILINGS-PICKET FENCE ALONG FRONT(POWDER COATED), 1771 4 NOTE: CHAIN LINK FENCING ALONG SIDES &BACK. VINYL COATED, 10 10 CHAIN LINK FENCE POSTS TO BE EMBEDDED IN CONC FOOTING I 9.ROOF STRUCTURE-STRUCTURAL STEEL COLUMNS &BEAMS LLI �_ @ 6'-0"O.C.MAX TO CLOSE OFF I DESIGNED PER STRUCTURAL CRITERIA AS NOTED STORAGE STORAGE SOUTH,EAST AND NORTH SIDES I TO SUPPORT ROOF. STRUCTURAL ITEMS TO BE POWDER COATED. L I I 300 301 BETWEEN COLUMN SUPPORTS I X ROOFING TO BE METAL ROOF PANELS AS MANUFACTURED BY MS FOR GRANDSTAND AFTER STADIUMF I W/KYNAR 500 FINISH. WALL PANELS TO BE FINISHED ON BOTH SIDES. IS IN PLACE-CONTRACTOR TO COORDINATE WITH GRANDSTAND X 10.PRESS BOX-BASIC SIZE 24'x 8'-PRESS BOX TO BE COMPLETELY - -._.... .14 I MFG. I FINISHED ON THE INTERIOR FLOORS,WALLS&CEILING. I I EXTERIOR D -EXT R T BE 14 A.HOLLOW W METAL W H.M.FRAME � - O WINDOWS SIZED AS SHOWN ON DRAWINGS&TO BE O HORIZONTAL SLIDING OR SIDE HINGES,INWARD SWINGING AS NOTED ASPHALT,TYP 10 10 ASPHALT,TYP_ SLOPE PER CIVIL COLUMN SUPPORTS &CONC FTG SLOPE PER CIVIL i X ( I BY GRANDSTAND MFG,TYP Ix 0 O WALL TYPES - BLEACHER FDN PLAN CHAIN LINK FENCE TO CHAIN LINK FENCE Ufl CLOSE OFF SLOPED END,TYP I TO CLOSE OFF SLOPED END 1/2"CEMENT BOARD ON INTERIOR 4"20 GA. MTL STUDS @ 16'O.C. —— — ———— - —— — ———————————— ———— — —— —— ——————————— � " INSULATION HB I HB I "-' 10 5 8"TY E"X"GYP.SHEATHING RISERBOARUP L� CONC @ STAIRS &RAMP BY GRANDSTAND FACADE ABOVE BY I� w GRANDSTAND MFR I s w 1-1/2"HR36 PRE-FIN. MTL.SIDINGS GRANDSTAND MFR,TYP L—�—- C WITH 3"MINERAL WOOL FINE JBATTS ON BEARING WALLS 1 HR RATED PER UL DESIGN 404 Q FOUNDATION/ LOWER GRANDSTAND PLAN NORTH z F SCALE: 1/8" = 1'-0" Q 1/2"CEMENT BOARD ON INTERIOR n � O 4"20 GA. MTL STUDS @ 16"O.C. x 11 5/8"TYPE"X"GYP.SHEATHING O O w 1-1/2"HR36 PRE-FIN.MTL.SIDINGS O I 9 U Z x v (-q OF FIELD/BLEACHERS O = .0 2 3 4 5 6 I 1/2"CEMENT BOARD ON INTERIOR l J V) 12 6"20 GA. MTL STUDS @ 16"O.C. w Q 28'-0" 24'-0" 24'-0" 24'-0" 24'-0" 28'-0" z 1/2"CEMENT BOARD W = — 4'-6" 4' 6" 4116" 4-6" IL O 13'-9" AISLE 31'-6" AISLE 43-6" AISLE 3V-6" AISLEL. 13'-9" O � IoLl Ill/ 1 3 0 V) V) RAMP RAIL-TOP RAIL LOCATED 36"MIN. I Q C NA401 A2.03 ZABOVE LEADING EDGE OF FOOTBOARD Q � Q INFILL ALL RAILING WITH VINYL COATED CHAINLINK FABRIC — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F_ DS II DS Q — — OUND — D I COA — ANNOUNCER Z REAR AND SIDE GUARDRAILS-TOP RAIL LOCATED 42" .� N DS LANDING I ROOM 1 ROOM I MIN.ABOVE LAST ROW SEATBOARD O O J b I 31 1 312 LANDING I INFILL RAILING WITH VINYL COATED CHAINLINK FABRIC (� �0 InI 310 313 I S � v z Z C — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 7925 REGISTERED ARCHITECT SEATING PLAN 144'-0" 04 w :I I 15 ROWS 30"ELEVATION RAYMOND C. MOW Lu CL o STATE OF WASHINGTON N BAND SEATING 8/24 RISE/RUN WELDED DECK SYSTEM IL z I I 18"BENCH SEATING CAPACITY = 973 B — — o O p 18"BAND SEATING CAPACITY = 63 b I I WHEELCHAIR SEATING CAPACITY = 18 BAND SEATING COMPANION SEATING CAPACITY = 18 y� TOTAL SEATING CAPACITY =1072 3 o I BAND SEATING f` Project: 2015-15 o A i i i i — i i i Drawn: LWJ - - - - - - - - � SHEER.� - - - - — SD 03/03/16 o DD 03/29/16 i" u a WHEEL CHAIR AREAS: I FRONT RAIL,TYP-TOP RAIL c -SPACES 33"x 48" TO BE 36"MIN ABOVE FOOTBOARD: MID AISLE RAIL iO -COMPANION SEATS y"Xy"SQ.BAR STEEL -1 15/16Q ALUMINUM PIPE RAILING E -ALUMINUM SEATBOARD -4"O.C. -TOP RAIL LOCATED 34'MIN.ABOVE NOSE OF FOOTBOARD -PICKET RAILING c N GRANDSTAND FLOOR PLAN NORTH Sheet: E 2 SCALE: 1/8" = 1'-0" A2002 n z U � J 1 BLEACHER DESIGN CRITERIA 0" Q 108'-0" 1.DESIGNED SEATING LAYOUT TO BE BASED ON MANUFACTURER'S W r :-3: INTERPRETATION OF THE EGRESS REQUIREMENTS SET FORTH IN CL OF FIELD/ THE 1997 STANDARD BUILDING CODE AND 1997 NFPA 101, LIFE SAFETY > 0 o r BLEACHERS CODE. O U U 2 3 4 5 6 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 2.FOOTPRINT(EXCLUDING PRESS BOX)- 108'x 11'-5' 06 _, __.._..... Ln o 3.SUPPORT STRUCTURE (UNDER STRUCTURE)-I-BEAM STRUCTURE U w 4'-6" I 4'-6" I 4'-6' I I 4'-6" (POWDER COATED) 6'-9" AISLE 25'-6" AISLE 25'-6" AISLE 25'-6" AISLE 6'-9" 4.DECK-CONTINUOUS FULLY ENCLOSED WELDED DECK,HIGH MID AISLE RAIL STRENGTH ALUMINUM ALLOY (MILL FINISH) WHEEL CHAIR AREA,TYP: -1 15/160 ALUMINUM PIPE RAILING -SPACES 33"x 48" -TOP RAIL LOCATED 34"MIN.ABOVE NOSE OF FOOTBOARD 5.RISE/RUN-8"RISE/24"RUN 'O -COMPANION SEATS 0 N -ALUMINUM SEATBOARD I I I w 6.SEATING-10"CONTINUOUS BENCH SEAT,NO BACK REST — r T -i — r T -i 7.RAILINGS-CHAIN LINK FENCING ALONG SIDES&BACK. VINYL Y i i i i COATED. 1 SEATING PLAN 108' "f ---i--- L--J_-- --J_--J 8.ROOF STRUCTURE-STRUCTURAL STEEL COLUMNS &BEAMS 6 ROWS,ELEVATION AT GRADE b`V 8/24 RISE/RUN WELDED DECK SYSTEM DESIGNED PER STRUCTURAL CRITERIA AS NOTED .r TO SUPPORT ROOF. STRUCTURAL ITEMS TO BE POWDER COATED. W N BENCH SEATING CAPACITY = 323 ROOFING TO BE METAL ROOF PANELS AS MANUFACTURED BY MS WHEELCHAIR SEATING CAPACITY = 6 W/KYNAR 500 FINISH. WALL PANELS TO BE FINISHED ON BOTH SIDES. COMPANION SEATING CAPACITY = 6 TOTAL SEATING CAPACITY = 335 9.PRESS BOX-BASIC SIZE 10'-2"x 8'-PRESS BOX TO BE COMPLETELY �--- — FINISHED ON THE INTERIOR FLOORS,WALLS&CEILING. EXTERIOR DOORS TO BE 14 GA.HOLLOW METAL W/H.M.FRAMES- WINDOWS SIZED AS SHOWN ON DRAWINGS &TO BE I COACHES I HORIZONTAL SLIDING OR SIDE HINGES,INWARD SWINGING AS NOTED C° ROOM 2 REAR AND SIDE GUARDRAILS-TOP RAIL LOCATED 42" ( LANDING LANDING I ( 41 411 410 I MIN.ABOVE LAST ROW SEATBOARD PRESS BOX NOTES: 2 INFILL RAILING WITH VINYL COATED CHAINLINK FABRIC l.MINIMUM CEILING HEIGHT TO BE 8'-0". DS A2.03 2.FLOOR FINISH TO BE SHEET VINYL. 3.PROVIDE R-19 BATT INSULATION IN ROOF&R-11 IN EXTERIOR WALLS. 4.PRESS BOX WALLS,DOORS,WINDOWS AND COUNTERS BY GENERAL CONTRACTOR. REMAINDER OF BLEACHERS BY OTHERS. VISITOR GRANDSTAND FLOOR PLAN NORTH 1 SCALE: 1/8" = 1'-0" WALL TYPES - GRANDSTAND PRESS BOX 5/8"WATER RESISTANT GWB 13 4"20 GA. MTL STUDS @ 16"O.C. z x O 1-1/2"HR36 PRE-FIN. MTL.SIDINGS 5 4 5 uw J g 2, 1„ 6, 5 6„ 3„ 3„ 5 6„ 6„ 2,-I" 8„ Q Q 0 � O J J U- c� ` O � 0 0 5/8"GWB x o CD O W 14 4"MTL STUDS @ 16"O.C. O O 0 z R-15 BATT INSULATION co 5/8"GWB 013 _1 18"x3/4"PLAM COUNTER TOP 13 13 L-1) U z o COACHES W/KNEE SPACE CONT.@ 30"HIGH W ROOM 2 TYP.BOTH COACHES ROOMS � LANDING _ -�- LANDING � U 41206 411 410 0( � N 0 = Q Z DS Q z 0 9'-0" 9'-0" 9'-0" 9'-0" 0 -C Q V) L/) 36'-0" Z Q < C: 0 = CC0 � � L O VISITOR PRESS BOX FLOOR PLAN NORTH 0 0 2 > zz SCALE: 1/4" = 1 '-0" 1 NO 1 7925 REGISTERED 48'-0" ARCHITECT 3 4 5 RAYMOND C. MOW 9'-0" 15-0" 15'-0" 9'-0" STATE OF WASHINGTON 13 �' SOUND Project: 2015-15 COACHES ANNOUNCER Pro j LANDING ROOM 1 �'CK ROOM LANDING ' Drawn: LWJ 310 31 1 312 313 SD 03/03/16 � DID 03/29/16 13 18"x3/4"PLAM COUNTER TOP 14 13 W/KNEE SPACE CONT. @ 30"HIGH 3 TYP.BOTH COACHES ROOMS g E 4-0" 5-6" 2'-1" 2'-3" 6-6" 4'-0" 100 N 1'-9" 3"3" 3"3" 8" �6' 3"3" 3"3" N Sheet: x HOME PRESS BOX FLOOR PLAN NORTH A2903 SCALE: 1/4" = 1'-0" 0 fi rn Q 'SNOIlb'00l NDHSInONI1X3 DNIJ NOJ 'SDIN]S-Zd'S133HS NVId dOOl3 33S '9 loo 'S3lllmn GN`d ONIHON3211 — lb'0RI10313 GNd'0I1d3S'3d` 3SGNVI 'IIA 0 301�lIWIXONd 3SOIO HiVd IIX3 F HINON w NO ONISSOdO 301N3W3OVld H11M NOUVNIGNOOO NOJ SJNIM` N(I N NVId a�b'O 8��O�S NVId 311S IVOIN10313 (INV 011d3S"3dV:DSGNVI "llAI:D II d 33S 'S (WnS 3nlldlnmoov) sv o :�aayS '311S 0VOIINddn000 L£ ao JNIISIX3 3Hl iV S1N3W3211n?Dld NOI1110W3a dO0 IIn10133HS 33S `V I 'S311I un aMd JNIHON3211 GVOI 1Mddn000 L£ �— G, Un wDi8l0313 "S1nolwO ONIIH011311S NOJ IVOR11O313 33S '£ ' \ S3111111n dNd S901AN3S NOUVOINNI )II`dM3aIS 3ENDNOO \ (INV SJNIHSIN8n3 311S'S3NIl 9W` O 'ONION33 dOJ 3d`d0S4Nb'133S 'Z / S3111111n aN`d N`dO 30b'UVO -9J O ONIHON3211 IIAID 'ONWINIS a31NIVd '0N1921no '`JNVAdd ll`dHdSV \ m (INV 313NON00 'SNOUV001 IONINOO IViNOZINOH NOJ IIA13 33S •L 1NVNCI lH 321I3 -H3 x :S3iON IV IIN90) aNDOAI O Z l/SZ/0 L 13S Q19 9 L/LZ/90 1IW213d Wlf :UMD1Q S1N 3lb'OS £ 33S ° L-Z l-Z LOZ 40;9f0Jd HAON sNwmoo 1331sVV� )WNIDIA 3 0 me Dlno�i avis No19NIHS303Z6 tll�? ns add`d o1103�sb3a N,�d 311s — 3 MO ' 311S NO 35 Ol a31.1-N� N�SdW ) i �w�r SNOISS30N00 � �dldaka / •30N3A�10<f9 W021� 21`d310,f£-f£aN�/ rnHS30 OD ONIN AO�clav JNION3d N33M139 d31N30 'Hff£-fZL XM,SZ o 103IIH Q� 4?Jb'093210OS M3N 30 NOIl`dOOI032MS wnld`dls ONIISIX3 IOOHOS]IGCII SNDIMVH a3ZINN30OW I NOIl<1211SINIWa`d O C� n lOI2IlSIa JNIlSIX3 (MOd-VL'0 ) 9 LOZO£S 80ZZ L CD 100H3S HJIH (S]NO`d WOO 0000017Z 807 L 33N33 '8 CINV093210OS 3O � Z Z NOSVW HAON O (SINOb 90'OZ) 00009 £Z 80ZZ L ( N O = < WAO y (MOV 90C"CH 0009 ZZ 80ZZ L I I o r SNDIMVH JNIISIX3 Y (SDN3V OL'9 ) O L009 l L LOZZ l -X09 SS3dd 01(DIV09MOOS YgOd3 NJ gH 0333-3�1 `V N '1VOIK33l3 i39NN03M (INV(INV09MOOS M3N llViSN1 '£ 1 C 5�1�8W(1N ����dd i ivdnionNis aid SNWnIOO CINd SON11003 M3N llViSN1 'Z D V O 8Z396`dM NIVb 139 �IO,d211 (INVO93803S ONIISIXa3H]Hi (INV�3NNO3SI4 'L 0 V=' rn 3nl?Ja SndW`dO 3 OOZ vo SSINaad llIS n (n O IQ pIl�/ISn3 ao p > / _ p £ W � C r 33s SNWn10O 1331S HINON L �• ° NVId IIIS 7WI] �O � � - - - — 33N3d-0NIlSIX3 - - zO Z ! a \ P • 83MOd GNn0d0.d34Nn � " - \ s c� O i i • Z \ ♦ —ch \ 17 - C/ •_ / J Ml�� N a0 a0Z <02 <O b OS 0 OF> OZ> OL- 00000 A-A VT \,..- II11 „fl 1111 „11 1111 1i11 „II 1111 11f1 I111 1„1 1 flll 1 1 1111 1f11 11 , - Ix 13 I I � \ / / 1111 f f I111 1 1111 1 1111 1111 11„ 11„ 1111 1111 111, / i 000 l t. `10 �20 -30 -40 50 40- 30- 10- (TSB 0% =AJ)Lr" 'I�SNo a�L��ar,� ` r i�yt.21� !�¢[� oft �yi[.i�i�l�[u.�+Yq�A p33+�F(D • r J -� 7PY — _,,.. r31t31 Y21tk� IS �i - o / �` r� r o. ///yJILJJii/Jr///ram/i r — •,\ vp t , p i�i �i�i ♦ `-. i%�i%i%!ii Sri%j%ijji%�i � {m - Jii/vJii�i Ol 3 J L CD // J • !ii//ii//illii r r J / JA" YOP: C'i�I /// ,/l ,ir/ L// /JJL/// //!!/ j//!///J/!j/ j/!// J///!!j,///J//r/J////// //J!//!!/!///!i//r//if,%J/JJ/ /Ji s/iJj /j/„��/J,J/,J!/L//._:._ /////!!J/%l///!J%///7!!�/rii//!l////Jj! 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