HomeMy WebLinkAboutPAR2018-00010 Grandstands - PAR Letters / Memos - 3/4/2019 MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
• Building Division
Mason County Bldg. 8, 615 West Alder Street, Shelton, WA 98584
www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269
MASON COUNTY PRE-SUBMISSION CONFERENCE NOTES
• BUILDING DEPARTMENT REPRESENTATIVE: Tricia Woolett
(360) 427-9670 ext. 281
E-Mail: tw@co.mason.wa.us
• DATE: March 4, 2019
• PROJECT/ PROJECT TRACKING NUMBER: PAR2018-00010 FILE
• PARCEL NUMBER: 12208-23-60000 co
• SITE ADDRESS: 300 E Campus Drive, Belfair WA
• PROJECT REPRESENTATIVE (S): Ray Mow of Erickson McGovern
DESCRIPTION & SIZE OF PROJECT/OCCUPANCY CLASSIFICATION,& USE: Build New Home
Grandstands with cover. A-5 occupancy. 6,500 square feet. Type yP-construction.
ALL COMMERCIAL SUBMITTALS ARE BY APPOINTMENT.
PLEASE CALL 360.427.9670 EXT. 352 TO SCHEDULE A APPOINTMENT.
COMMENTS:
*Single story with no services or spaces below the grandstands.
*Must submit construction plans, specification and engineering for grandstands to ICC 300, no
live load reduction.
*Plans must address masonry walls.
*R Krk"-C
THE FOLLOWING MUST BE INCLUDED ON THE PLANS:
• Code Analysis: Must be supplied in the construction plans and completed by a Washington
State Licensed Design Professional for the scope of work.
• SETBACKS TO PROPERTY LINES: Provide a site plan, drawn to scale. Clearly identify all
structures including fences, parking and other similar items, with setback dimensions on site the
plan.
• DISTANCES TO OTHER STRUCTURES: Site plan, drawn to scale shall clearly identify distances,
where required include fire-resistive details, including continuity, & tested assembly details.
• FIRE RESISTANCE FOR EXTERIOR WALLS: When applicable include fire-resistive details,
including continuity, &tested assembly details.
• IDENTIFY TYPE OF CONSTRUCTION & PROVIDE ALLOWABLE AREA CALCULATIONS WHERE
NEEDED. See Chapter 5, IBC
• FIRE-RESISTIVE RATED CONSTRUCTION & TYPE OF CONSTRUCTION: Where required
demonstrate compliance. Identify the location of the assembly, compliance to continuity
requirements and construction details:
Exterior Wall (IBC704), Fire Wall (IBC705), Fire Barrier (IBC706), Shaft Enclosures (IBC 707), Fire
Partitions (IBC 708), Smoke Barriers (IBC 709), Smoke Partitions (IBC 710), Horizontal
Assemblies (IBC 711), Penetrations (IBC 712), Fire Resistant Joint Systems (IBC 713), Fire-
Resistance Rating of Structural Members (IBC 714), Opening Protection (IBC 715), Duct and Air
Transfer Openings (IBC 716), Concealed Spaces (IBC 717), ETC,
• NUMBER OF EXITS REQUIRED/OCCUPANT LOAD:(IBC 1004): Table 1004 is used to determine
occupant load used to evaluate the structure for exiting purposes, plumbing fixture requirements,
and other code related concerns. Include design calculations, demonstrating how occupant loads
were calculated, on building plans.
• EXIT PLAN: Clearly identify the exit path and exit signage on construction plans.
• ENGINEERING REQUIRED: Structures that do not comply with prescriptive specifications of the
2015 International Code (IBC) shall be designed in accordance with Chapter 16 of the IBC.
Referencing Washington State RCW 18.08.410 - Structures 4000 sq. ft or more shall have all plan
pages reviewed and stamped by a Washington State licensed design professional. The review
shall include a code evaluation addressing life-safety, plumbing & mechanical evaluation, and
structural analysis. (ref. RCW 18.08.410) ALL PLAN PAGES SHALL BE STAMPED AND SIGNED
BY THE DESIGN PROFESSIONAL, including plumbing and mechanical pages.
• ACCESSIBILITY REQUIRED: YES, must include compliance information and plan details including
design details and analysis demonstrating compliance to Chapter 11 and details demonstrating
compliance to ANSI 117.1, in effect at the time of submittal. Include information demonstrating
compliance for restrooms, employee work areas, parking spaces, accessibility to structure,
drinking fountain, signage, etc. Construction plans will NOT be accepted without compliance
details include on the plans. See IBC Section 1108.2
• PLUMBING SYSTEMS (Chapter 29 Washington Amendment to IBC): Using IBC Chapter 10, determine
occupant load. The number of plumbing fixtures is determined based upon the occupant load.
Plumbing fixtures need not be provided for unoccupied buildings. Permitted building shall
comply. On plans, include design calculations for the following: water closets (M/F), Lavatories,
Drinking Fountains, etc.
Referencing IBC/WAC 2902.2 separate plumbing fixtures shall be required for each sex, except
when the calculated occupancy load is 15 or less, and then unisex fixtures shall be allowed.
Plumbing fixture count can be for the entire facility, including all structures) for compliance
purposes. Provide design calculations demonstrating how the fixture count was determined on
construction plans.
• LIGHTING: All non-residential structures shall comply with IECC/WSEC lighting requirements.
Complete compliance forms and provide a lighting plan that includes switching locations.
Forms are available at:
Lighting: http://neec.net/sites/default/files/neec codes/forms15/LTG15-v1.x1sm
• GEOTECH REPORT REQUIRED? YES X / NO
• PROVIDE a SPACE FOR STORAGE OF RECYCLED MATERIAL & SOLID WASTE (WAC51-50-009):
Identify the location on site plan.
• SPECIAL INSPECTION: Referencing IBC Chapter 17, Section 1704.1.1. When required a Statement
of Special Inspections must be prepared by registered design professional in responsible charge.
A completed Special Inspection Agreement form must be submitted prior to permit issuance.
• INTERIOR FINISHES: Include information demonstrating compliance to Interior finishes required in
IBC Chapter 8.
• STORAGE SPACES: Identify material stored, anticipated quantities, height, and if hazardous,
include MSDS sheets for each product.
• STORAGE RACKS: greater than 5'9" shall be permitted either with the proposed project or separate
building permit. Where required documents shall include design information demonstrating
stability for seismic conditions. Special inspection may be necessary, reference IBC Section
1707.6 and 1705.3 (4.5), storage racks, provide compliance information.
• FIRE MARSHAL REQUIREMENTS: Fire Marshal comments requirements including fire protection
requirements and identify compliance information on the proposed building plans. Show the
location of fire extinguishers and identify type. The following items must be completed for the
project approval:
• WATER SUPPLY & FIRE HYDRANT: Referencing IFC, Section 508; clearly identify fire hydrant
location if one is located within 400 ft of the project.
• FIRE FLOW: A copy of the approved method for determining fire flow is enclosed. Complete the
Commercial fire-flow worksheet to identify fire flow and fire protection that may be necessary. Note
that when fire flow is not available step 3 shall apply. See also requirements for IBC Table 503,
allowable areas:
0-500 sq ft.: no protection (mitigation) needed.
501-5,999 sq ft.: Install a NFPA 72 addressable fire alarm system OR construct firewalls in
accordance with IBC Section 706 to create maximum 2,000 sq ft fire areas.
6,000-12,000 sq ft.: Install NFPA 13 automatic fire sprinkler system OR install NFPA 72
addressable fire alarm system maximum 6,000 sq ft fire area with fire walls
constructed in accordance with IBC Section 706, OR construct firewalls in
accordance with IBC Section 706 to create maximum 2,000 ft fire areas.
12,000 sq ft. or more: Install NFPA 13 automatic fire sprinkler system.
• EMERGENCY VEHICLE ACCESS: "Standards for Fire Apparatus Access Roads: adopted through
Mason County Code Title 14 Section 14.17 is attached. Submit documents should clearly identify
code compliance.
• ADDRESSING: Referencing IFC, Section 505 and Mason County Code Chapter 14.28, all new
buildings shall have an approved address.
• AUTOMATIC FIRE ALARM: Referencing IFC, Section 907 and NFPA 72, when proposed provide
information on plans that identifies your intent to install the alarm system. Automatic fire sprinkler
system requires a separate permit.
• SPRINKLER SYSTEM: Referencing IFC, Section 903 and NFPA 13, when proposed provide
information on plans that identifies your intent to install the NFPA 13 fire sprinkler system.
r
• KNOX BOX: Referencing IFC, Section 506 and access shall be required. Contact your local Fire
District for detail to order your Knox box.
• LAND MODIFICATION: Any grading, filling or excavation in combination that exceed 200 cu yards will
require a Land Modification Permit. If the project exceeds 500 cu yards it will also need a SEPA.
Depending on the scope of the project you may need an engineered Stormwater Plan and Geological
report to accompany this application.
• STORMWATER MANAGEMENT: A Plan must be submitted in accordance with Mason County Code
Title 14.48, Stormwater Management plans must meet WA State Department of Ecology's 2012
Stormwater Regulations.
PERMITS REQUIRED FOR PROJECT:
o BUILDING (each structure)
o PLUMBING / MECHANICAL (each structure)
o GRADING PERMIT (When greater than 200 cubic yards)
o CHANGE OF USE/OCCUPANCY (When each Tenant is identified for use)
o FIRE SUPPRESSION, See Fire Marshal comments (each structure)
a SIGN (each business)
o FENCE (Greater than 7'0" above grade)
o RETAINING WALL(S) (one permit for all walls on parcel)
ADDITIONAL NOTES: Current Code: 2015 IBC and 2015 IECC/WSEC.
ADDITIONAL REQUIREMENT FOR PERMITING: WHEN YOU SUBMIT PERMITS, YOU WILL NEED
TWO (2) COPIES OF YOUR SITE/PLOT PLANS, DRAWN TO SCALE, 11X17 PAPER SIZE, ALL
NECESSARY PERMIT APPLICATIONS INCLUDING THREE (3) COMPLETE SETS OF BUILDING
PLANS WITH CALCULATIONS WHEN REQUIRED. (NOTE: ALL PLAN PAGES SHALL BE STAMPED
BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHEN: (1)THE STRUCTURE
EXCEEDS 4000 SQ. FT., (2) THE STRUCTURE IS ENGINEERED/DESIGNED.
• CONSTRUCTION PLANS, drawn to scale. Include floor plan, elevations, cross section, cross section,
construction details, etc.
• MECHANICAL PLAN, (If a deferred submittal must be indicated on plans at submittal)
• PLUMBING PLAN AND (If a deferred submittal must be indicated on plans at submittal)
• NON-RESIDENTIAL ENERGY CODE/VENTILATION & INDOOR AIR QUALITY CODE INFORMATION.
• A PLAN REVIEW FEE WILL BE COLLECTED WHEN THE BUILDING PERMIT IS SUBMITTED.
VALUATIONS ARE BASED UPON THE MOST RECENT BUILDING STANDARDS VALUATION DATA
RECOMMENDATIONS AND THE PERMIT FEE WILL BE DETERMINED BASED UPON TABLE 1-A OF
THE 1997 UBC.
DESIGN CRITERIA:
SEISMIC ZONE: D2
WIND SPEED: 85 MPH basic 110 ultimate, Exp. B (Unless proven otherwise)
GROUND SNOW LOAD: 25 PSF
REFERENCE CODE EDITIONS: Effective August 9, 2016
• 2015 INTERNATIONAL BUILDING CODE(IBC), INCLUDING APPENDIX CHAPTERS C, E AND H, EXCLUDING
H106; SECTIONS 101 THROUGH 107, PUBLISHED BY THE INTERNATIONAL CODE COUNCIL,AND EXCLUDING
APPENDIX CHAPTERS A, B, D, F, G, I, J AND K AND;ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-
50.
2015 INTERNATIONAL EXISTING BUILDING CODE(IEBC)
2015 UNIFORM PLUMBING CODE(UPC), PUBLISHED BY THE INTERNATIONAL ASSN. OF PLUMBING AND
MECHANICAL OFFICIALS(IAPMO)AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-56 AND WAC
51-57, EXCLUDING SECTIONS 102.4 AND CHAPTERS 12, 15,AND 16, PART I.
2015 INTERNATIONAL MECHANICAL CODE(IMC), PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, AND
THE 2009 INTERNATIONAL FUEL GAS CODE AS ADOPTED THROUGH THE WASHINGTON STATE BUILDING CODE WAC
51-52.
2015 INTERNATIONAL FIRE CODE(IFC) PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, EXCLUDING
APPENDIX A, D, AND K AND ADOPTING APPENDICES B,C,E,F, G AND ADOPTING THE WASHINGTON STATE BUILDING
CODE WAC 51-54.
2015 INTERNATIONAL ENERGY CONSERVATION CODE(IECC), AS AMENDED BY WASHINGTON STATE
BUILDING CODE WAC 51-11
To view the Mason County Building and Construction Code and adopted amendments go to the
Mason County website at: www.co.mason.wa.us
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122DB 2260DIO(-36 ACRES) 2015 NTERNATIONALFiRE CODE AFF ABOVE FINISH FLOOR H NO OR HIGH SPEC SP=C ATION w
122D82360010(10.00 ACRES) BD BOARD HORIZ. HOR20NTAL SQ. SQUARE N
12208 23 60ODD(20.05 ACRES) 2D15 INTERNATIONAL MECHANICAL CODE BR. BTTUMNOUS L.D. INSIDE DIAMETER SS STAINLESS STEEL 1L
12208 24 0000D(40.00 ACRES) BLDG. BUILDING N INCHES STD STANDARD f
12208 53 02016(0.14 ACRES) 2DI5 UNIFORM PLUMBING CODE BLKG BLOCKING NSUL INSULATION STL S1EE f I v
CAMPUS AREA BM{ BEAM INT. INTERIOR STOR. STORAGE IIII -
2D15 WSEC BO BOTTOM OF JT. JOINT STRUCT. STRUCTURAL OR STRUCTURE
12025 ACRES C.1 CONTROL JOINT AT. JOIST SV SHEET VINYL ! -_ _ _ - ';.,...:-.. .. - W
5,234D90 SF BARRIER FREE-INTERNATIONAL CODE CLNG CEILING LAµ LAMINATED TB TACKBOARD
COUNCIL-ANSI STANDARD 117.1 CO l COLUMN LAY. LAVATORY TLG TONGUE&GROOVE
LEGAL DESCRIPTION CONIC CONCRETE LF LINEAL FEET THK. THICK $$
PARCH NO.12208 23 6MOD CONST CONSTRUCTION MAX MAXIMUM T.O. TOP OFIl�rrd
COIN CONTINUOUS MB MARKER BOARD T.S. TUBE STEEL �I r ry1 I
SECTION
PORTION OF 22 NORTH,RAN E I WEST,W OF THE NORTHWEST ESC QUARTER A FOLLOWS.
OF - I
CPT CARPET MECH MECHANICAL TYP TYPICAL p �-
SECTION^,TOWNSHIP 22 NORTH,RANGE?WEST,WM.PARIICULARLY DESCRIBED AS FOLLOWS: CT CERAMIC TILE MFG MANUFACTURING UNO UNLESS NOTED OTHERW6E �{
COMMENCING ATACONCRETEMONUMEMSETATTHENORTHWFST CORNEROFSAID DO DOUBLEOR OPERATOR POST MDO MEDIUM DENSTTY VWC VVERTICAL
RTI WALL COVERING -- 51rl�yi.I III)I�IdF h I I 11311�� IIII IIII III I',I I Ii•
SOUTHWEST QUARTER(SW')OF THE NORTHWEST QUARTER INW'6);THENCE SOUTH O'41'54" IDS DOWNSPOUT MIN. MINIMUMLAY OR MINUTE W WIDE OR WIDTH
THEWESTNCE0Ff£T; (EI EXISTING Mr. METAL W/ WITH
THENCE SOIRH BB•15'15'EAST,305.72 FEET TO AN IRON PIPE AND THE POM OF BEGINNING OF DBL ETCETERA NIC NOT N CONTRACT WB WHITE BOARD/MARKER _ -
THETRACT OF LAND HEREBY DESCRIBED;THENCE CONTINUE SOUTH 88.15'15'EAST,998.79 FEET: EA �� NO NUMBER BOARD
THENCE SOUTH 0
.41'54"WEST.75718 FEET TO THE NORTHEAST CORNER OF A TRACT OF LAND ''T - - - -
CONVEYED TOTWANOHG RANGE NO 1118 OF MASON COUNTY.WASHINGTON IN DEED EJ EXPANSION JOINT NITS NOT TO SCALE WD WOOD .1 _ELECT. ELECTRICAL ELECTRICAL OC ON CENTER W/O WRHOUT I -- _ -- -
RECORD®UNDER AUDITOR'S FILE NO.199237;THENCE NORTH BB°15'1S WEST,270 FEFr: r ELEVATION OFCI OWNER FURNISH WWF WELDED WIRE FABRIC (n
THENCE SOUTHERLY ALONG THE WEST LINE OF SAID GRANGE TRACT,210 FEET.MORE OR LESS,TO EO EDGE OF E.D. CONTRACTOR ALL i.P 5
THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 307 THENCE NORM SEPT S'IS"WEST, .-. " ,'F�y"Ti--� - - _ z
EQUIP EQUAL OFOI OWNER FURNISH,OWNER -_
ALONG SAID NO RIGHT-0OF LINE,513 FEET,MORE OR LE55,TO THE EASTERLY
EQUIP
RIGHT E NORTHWESTERLY,
ER ST,ALONG
EQUIPMENT INSTALL , J--� •J = --r rs `; f r TJ L✓1..I
EXH EXHAUST OH OPPOSITE HAND -
THENCE NORTHWES ENCE ALONG SAID EASTERLY RIGHT-OF-WAY NC 03p NORTH
MORE OR LESS, pD �ES� RIM PROGRAM INFORMATION _ y -
TO ANIRON PIPE THENCE SOUTH BB•15'15'"EAST,305-M FEET;THENCE NORM 0.47'5/"EAST, FA TIRE ALARM MANUAL
376.16 FEET i0 THE POINT OF BEGINNING. FDN FOUNDATION PLAM PLASTIC LAMINATE LrU
EXCEPTING THEREFROM THAT PORTION OF SAID SOUTHWEST QUARTER(SW'LI OF THE PEP FINISHED END PANEL PLYWD PLYWOOD -
NORTHWESTQUARfER(NW'LI.LYING NORTHERLY OF THE NORTHERLY RIGHr-0FWAY LINE OF RN FINISH PR. PAR - -. O
FF FINISH FLOOR PT PAINT
STATE ROUTE 3,SOUTHERLY OF THE SOUTHERLY LINE OF A TRACT OF LAND CONVEYED TO HOOD FSS FOLD-DOWN SHOWER RB RUBBER BASE
CANAL CHAPEL CONSERVATIVE BAPTIST CHURCH INDEED RECORDED OCTOBER 19,1993, ♦1
AUDROR'S FILE NO.42D924 AND AS SHOWN ON SURVEY RECORDED OCTOBER 9.1995.IN NOTE:ADD SEAT SEAT ABBREVIATIONS INCLUDED THROUGHOUT DRAWING SE 0
VOLUME 20 OF SURVEYS,PAGE 127,AUDITOR'S FILE NO.61S233,AND WESTERLY OF A LINE
171)
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNI GAT CHAPEL
CONSERVATIVE
rTCHUR HOF A INDEE CONVEYED ARCHITECTURAL SYMBOLS INTERNATIONAL BUILDING CODE (IBC 2015) z z°
CHAPEL CONSERVATIVE BAPTIST CHURCH IN DEED RECORDED BER 9.I R 5, VO AUDITOR'S
FILE O.SURVEYS,
PAGE
AND AS SHOWN ON SURVEY RECORDED SOUTH R 9,1 4" IN VOWME FEET,
, CHAPTER 3-USE 6 OCCUPANCY CLASSIFICATION Sec.1029 Assent
SURVEYS,PAGE 127,AUDITOR'S TILE NO.615133:THENCE SOUTH 73.OS'14"WEST,8751 NEST; ac Group A•S Oe<upmlos Wherepecifioreprovided,onewarm hurlers Than Q }'
THENCE SOUTH 00'41'54"WEST,31 DO FEET;THENCE SOUTH 24.04'D5"EAST.79.57 FEET:THENCE - J BUILDING SECTION SYMBOL Sac.303.E Assembly Group A.S.Assembly uses h}erstlad Sac.1029.1.1 Bleachers,Bleachers,grandstands and W pier Cbsets Lwat«les _ Inc numbers Gfietl V
6'U.N.O. specified maser provketlos each such
V)
r SOUTH 00°41'56"WEST TO THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROUTE 3 AND THE f«porticlPatksn h«vkwhig auldo«actMBes toktrip and tekscoPk seating Thor«e not binding Mak 1 Pm 75 1 per 20D Imioled except the number d Wider closets tr,sssch cows EA7
NEW DOOR SYMBOL Including,but not"led to:Granddands elements,shah comply with ICC 3W. Pm shah not be reduced to less than an quarter 25%)of the O 0
TERMINUS OFMEHEREN DESCRIBED LINE Female Iper 40 1 150 Q N
-� WALL SECTION SYMBOL minimum spedlkd...
Actual Occupant Z..�
SAID LAND BEING ALSO KNOWN AND DESCRIBED AS ME RESULTING PARCEL i OF BOUNDARY o�DOOR NUMBER CHAPTER b-GENERAL BUILDING HEIGHTS t AREAS Sec 1029.1.1.1 Spaces under pranddmks an bleache2 GrantlsondLSedhg CopacRy ��1301 Pm Sedbn 29025.1 Ddrddrg fountain number. Q Q O .I
LINE ADJUSTMENT NO.11-03,RECORD®MARCH 4,2011,AUDITOR'S FILE NO.1971079.
DETALSYMBOL Per Table 503 Allowable Buldhg Heights and Areas When spaces under grandstands or bleac�are usao Press Box =4 1,SPwfing facilities with concessions saving tanks shah ` L
STATISTICS ,g WINDOW,REM AND T far Total =3305
1j w ram O Type V-B.Group A-5(Granddarks): purposes other than ticket booths and loyal rooms, have one drinklrg fountain for epcF 1000 occ pantz
SLIGHT TYPE SYMBOL f53(mplel/Iota water closet pm 751 =f re uMtl
< _ �4 Mmsimum height=4O-0'.Unlimited Arno,Unkmrced Stories such spaces shal be se died W in,banters {C Ifemalel/Iota warm clef pm 40)=17 required Drrmksg tountalm raquhed:2 d 'mg founfphu N
3 2 V,VDI complying with Section 707 and horRamal assembles O
OCCUPANCY TYPE CONSTRUCTION TYPE - INTERIOR ELEVATION SYMBOL �^/ WALL TYPE SYMBOL DrinkhgfountainspraMded:2drinking1-0.1ns LL
7 vV CHAPTER f FIRE PROTECTION SYSTEMS compteng2 with section 71 I w m not less Man 1 fro x 688 Imale)/lone k v Pm Zql=4 required �• C
S'. GROUP A-5 V$,NON-SPRINKLED
m Sec.9D3Z.1.5 Werrp A•S.An oWomaBc sprinkler system fho-resislonee+ded corutmcflon. f52(female)/(one kW pm 150)�b required (There are 2 Inking fosmlobs alit PHI Pugh _ `"J y
HURT 5 LOUVER SYMBOL sisal be provided far Group A-5 oca.Panclas In the Conceabm BUBtling) r
BUILDING HEIGHT BUILDING AREA O ROOMNAMEeROOMNUMBER The space T°IaFldueshevlaek U O
ibllowlnp area::cpncesslon Hands,ratan areas,pros: EL
c t STORY-264'MAXIMUM HEGHT 6,5M SF boxes and ofher occessory use areas In excess of 1,o0D mdatenorr-L seM l of fire grandstand wU LI-J
d I� BUBBLE NOTE Qj REVISION SYMBOL d. NapINC NAK Asas - P{nW Dee, wee O J
SCHEDULE OF DRAWINGS
{ 2 0
1 Elp ENERGY CODE NOTE L 2!-- - GRID LIVE SYMBOL the pvex boa N Hx Grandstand h free Mon 1,000 tl antl does ExcePfkms:
GENERAL v not require a,pdrrldersnfem. 2. open-air seagag:The have(distance from each ,
m STRUCTURAL
A01a PROJEL.MFOWAAIYJN sea}io}ta bolding ez}ana shall not exaead 100
N PT CHAER 10-MEANS OF EGRESS B.The travel distance Shall not be Imhed In s 4 x f
CIVIL sea.IOD4 Oanspant Lood. facilities of Type I or II ccnstruceon.
4 s T
East Arco Dl Sae plan(This sMeQ for total occupant toads and axe co rf p Ts y ri I1
1: H ELECTRICAL paths. CHAPTER 2f-PLUMBING SYSTEMS �smm
V
Sec.29D2.1 MlNmum number of flsduras.PI-Nng fixtures Irw Aarei T ! T
Per Table I004.1.2 Mosdmum Flow Area Pm Occupm shall be Provided for the type of occupancy and lei the Dampus
Assembly wttn Pond seats See Secton 1004.4 umber shown N Table 2902 i.
iotd' � ]i SO 31 16 If
pi Business Areas NOD Gross SF/Occupard
EXSING HAWKNS Sec.1005 Means of Egress Sing,
6 GYM Sec.1005.3.1 Stairways and Sec.IODS3.2 Other We. �xa eweNa ANNOUNCaso r o.
soo r. O NORM MASON aompanenh,Minimum required exB width "s: ROOM I ROOM HIGH SCHOOL
Iron-spnnkleratl buktllnpsl: 2 2.
E LANDSCAPE FOR REFERENCE ONLY NIC): t"LT ExISTMc DISmICT
SOUTHERN BLEACHER MP NY LO 12 ADMINISTRATION Eft Width=Tots Occ x30(stahways)
Eat Width=Trial Ocas x.2D(other egress components)
In
ARCHITECTURAL MODERNIZED HAWKINS
S .^ MIDDLE SCHOOL Per Table 100621,for Group A occupancy,the maximum
o AI D OVERALL s"PUN `� EXISTING STADIUM occupant load for one exit«mat occess do«way per
A21D TLFACNERSftDDR PUN
PHIL PUGH space b 49 occupants.
r .. CONCESSIONS 501-1000 0ccupanh S Erik are Required
Z 1000«Occupants 4 EXRs are Required M_ PMI&Ct: 2D16 46
Drown: EB
- Sec.1017 Fed Access TrevN DWonce. O2/05/19
~ Pm Table 1017.2 Ex8 Access Travel D'atonce,far Group A«
s STATE ROUTE 9OZ PRE APP
j B occupancy,without o sprinkler system,the maximum �rAntm
e s
roy" ^°�°h200
is CODE ANALYSIS PLAN
;I VICINITY MAP
Iff Sec.10182 Aides In asselnbby spxe,-Allies l.11n a space NOM
WA STATE ENERGY CODE use SCALE:TUTS
d far m assebly Purposes shall comply with Section 10299,
Es SECTION I- -SCOPE Wbukb GENERAL RBQUIREMENR PROJECT TEAM
m C e follo Law.rant s,odrgc
'N The ling t hrr bulenvel«pssem ies c of separated tram the shad beer a the from"ding of he ELECTRICAL ENGINEER STRUCTURAL 84GINEER LANDSCAPE ARCHITECT GEOTECHNICAL ENGINEER CIVIL ENGINEER ARCHITECT OWNER �
COI bulk9g fronnal envelope assemblies compryirq with the code shad be ezamPt from al thermal
mv"oPe Provisions of rw pose: BCE ENGINEERS,INC. PCS STRUCTURAL SOLUTIONS WEISMAN DESIGN GROUP MIGQI GROUP,INC. Srm&HILL ENGINEERS ERICKSON McGOVERN,PLLC NORTH MASON SCHOOL DISTRICT N0.403
m t.mole that are Heated antl/«cooks with a peak tlespn rate d energy usage lea than 6021 121h STREET E SUrTE 200 1250 PACIFIC AVE.,SUITE 701 2329 EAST DISON St. PO BOX 44840 4815 CENTER STREET 101 EAST 26TH STREET,SUITE 300 71 EAST CAMPUS DRIVE Sheet:
N 3.a Bfu/hH2«1.0 watt/R2 of tb«area far space corkrcloning pulpaaz.
2.These the do nol corldri concMOrad space. TACOMA,WA 98424 TACOMA.WA 9B402 SEATTLE WA 8112-5416 TACOMA WA 98448 TACOMA.WA 98409 TACOMA,WA 98421 BELFAIR,WA 98528
g (2S3)9M-0446 1253)383-2797 (2061 322-1 (253)537-9400 (253)474-9449 (253)531-0206 (360)277-2300
Thepreaboxhnotacmdflbnad space.Thepress box pnd grandstand are not con^nuousy CONTACT:CARRIE TAYLOR CONTACT:TED RYAN CONTACT: NDY RASMUSSEN CONTACT:JIM BRIGHAM CONTACT:MARTY MERRIOTT CONTACT:RAYMOND MOW,AIA CONTACT:MARK SWOFFORD Q 0.00
occuded and pre any used dung seasonal outdo«sporling eyents. earde.taylor@bceenglneers.com tryanOp�nrehxd.com andyOwdgi c.com jbfigham®migmgroup.com mortym@sittshN.com ray@edcksonmcgovem.com mswofford@northmasonschools.org ,
a
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Plotted: Feb 05,2019—6:59pm Flls: X:\2018-46 North Mason 5tadl—Ro0\5 Drawings\9—C.—t\2018-46—A1.00.dwg By. WADE
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GENERAL NOTES: Z10!� J
1qS 19.T 14.T 1PQ 144 1q� �J 1.THE GRANDSTAND.GRANDSTAND FOUL-RATIONS,GRANDSTAND <
14J' 19d RA MP AND STAIRS ARE TO BE INSTALLED BY THE GRANDSTAND MFR. w
GRANDSTAND DRAWINGS ARE 14CWC®FOR INFORMATIONAL PURPOSES >
ONLY IN THE ARCHI ECTRUAL SERB3 DRAWINGS.VERIFY FINAL O (JT
I I I I I 1 GRANDSTAND DIMENSIONS WITH MANUFACNRER. 'n
1 2.DESIGNED SEATING LAYOUTTO BE BASED ON MANUFACTURERS v
1lELTFf1tB5 BOX
INTERPRETATION OF THE EGRESS REQUIREMENTS SET FORM IN THE 2715 18E y:5
---- ------------ 2.PRESS BOX S EXISTING TO REMAIN. _
o I --__ ------ ---- ----------- ------------ ---__----- ------------ _ -------�
r 12
3.MASONRY WALLTO BE WALLED BY GC COORDINATE WALL
O—— — TI — —I — — — — — - — — — I I I I INSTALLATION WITH GRANDSTAND MFR.
IV-0'OIAgIM.iB1(� I I 4.ALL HANDRAILS TO BE+31`ABOVERAMPS AND NOSING OF O d
STAIRS.HANDRAILS SHALL EXTEND 1'-0'BEYOND TOP AND BOTTOM W
OC—— — I —X—X—X—X � X—X--XA 10' � I LANDINGS. N p
X—X—X—X—X X—X—X—X—X X—X—X—X—X X—X—X—X—X X—X—X—XT X GATE ACCESS FOR BLDG S.STRUCIURAI FABRICATION.EXTERIOR FINISHES INCLUDING WNDOWS � 1
x I 1 I X MAINTENANCE ID A DOM ARE TO BE PROVIDED AND INSTALLED BY SOUTHERN U
r------1 I N W-0'C11ANL1R I I SEE LANDSCAPE FOR ADD! BLEACHER INTERUJCX ALUMINUM DICING SYSTEM AND ANODIZED AL
DBTOBEPROVIDMITYGC CHAIN LAIR FENCE POSTS FeiCE1ff Ix CA11011R.TYP COUNTERTOP TO BE PROVIDED AND INSTALLED BY SOUTHERN BLEACHER.
IXI COORDINATE DS LOCATIONS TO BE EMBEDDED IN CONC FOOTING WOICJVEFOR I ALL OTHER NIEBOR PRESS BOX F94M NCNUDING DRYWALL VINYL Lli
III WIN GRANDSTAND MFR TYP 0 6'd O.C.MAX TO CLOSE OFF ADD'IGYlWfS, BASE INSIMT(NN,ACOUSTIC CEILING TILE AND ELECTRICAL TO BE
IXI DS CONNNEEC'ROCIVILN DDEETI� SO H,FAST AND NORTH SUES TIP I x PROVIDED BY SOUTHEIN BLEACHER AND WALLED 6Y GENERA
BETWEEN COLUMN SUPPORTS i CONTRACTOR.SEE DRAWING 6ON SHEET 10 OF I I OF THE SOl1MERN
'x I FOR GRANDSTAND AFTER STAD UM K BLEACHER DRAW NGS FOR ADDY RASH ULLO S.
II 1><I NCO PINNATE WITH GRANDS-CONTRACTOR TAND
I x
I�1 I
COLUMN SUPPORTS a CONC FIG ASPHALT,TYP
M
I x
IXI BY GRANDSTAND MFG,TYP LOPE PER C
I
J I I I I
O O I WALL TYPES-PRESS BOX g
I'WINLNRF mTo I CHAIN UW FENCE
CIDSE off�OP®gp,lYP TO CLOSE OFF LOPED END — P
L ------ - ^� s/N4vINYL SURFACE OWE
U
I O !'WD 5RW3016'OC O
MP W
J I STAIRS 6 RA BY GRANDSTAND MIR ABOVE BY II 31R BA B15U ANON J >
J GRANDSTAND MFR,TYP I L___ 1-1/T 26&PRE-FIN MTL SIDING u- O
z CL
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PRESS BOX PROVIDED BY GRANDSTAND Z � o
(SOUTHERN BLEACHER)MFR.SEE GS DWGS
GRANDSTAND FOUNDATION PLAN FOR ADD'LCALLOUTS,TYP
g p o
1 0- zz
SCALE'.1/8"=1'-0" z Q }
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Q N N
1 153.-6. + ,..z `Z O
r �T OF FlED/BLEACHERS O Q� U
2 3 4O I51 6 7 B
o I Y Rn
3 lff3 - 143 79'-2�' 75'2' 79'-0' Iq�T 19-3' Iq-7 � 0
m !a !6' I r r A,�
1!!' ABLE 31'!' AISLE 43'-6' A6LE 31'-6" H
MiIE 14 CCa
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A4.o1 � I Q =J t
RAMP 2 O ABOVE LADING EDGE
LOCATED FOCTI6`MRN Z
ABOVE LEADING®GE OF fOOTBOARDIDS m
N — — — — — — — — MA AITNOLN FR
ROOM ROOM
'_ LANDING 917 312 LANDIN
1 310 i SIDEGUARDRAIL-
31.. TOP RAIL LOCATE)47
MIN.ABOVE RISER,TYP
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n _
______ -______ ________
m 4 L-- ------- —---- -- -- ---- --- -- -i- -- -- -- -- --'------------------'----- PRE APP 02/05/19
N
i
1
I WHcB CHAIR AREAS: I
-SPACE333'x 18"
E -COMPANION SEAR
-ALLLWNUM SEATBOARD
J
Sheet:
GRANDSTAND FLOOR PLAN A2.00
+
.� SCALE:1/8"=1'0" 2 -0
a