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HomeMy WebLinkAboutBLD10-194City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER “BIDLO- \AY OWNER ( SPAWVASON JOBLOCATION 2500 Sry Inspection of this structure has found the following violations: ~ Exteraan Stareuny VY Cawedk a viade Onnund Lust. nud? “ts a L Qt adi Bk 7-19-11 pwn 2.) Wie & o uesde Lawk . WMust Png oboe Oude, eum Lilley 1s Copa cy nN Vixeawes Z pee AS Sen Ok Sit Ri, ce an CaWsdd ana, TANS Wipe cll xke cave ce 2 tems ~ You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. ml Date 7- (L-U 4 Inspector Uk Py t DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE | City of Port Townsend Development Services Department Correction Notice PERMITNUMBER ELD\O- 1A OWNER (savisan JOB LOCATION 2500 Samy Inspection of this structure has found the following violations: Exteraan Shauiguny VV.) Cawedt avade anrund Ly wen * \ Ad AA = x | —\ we) t {4 pA = ‘Dee ee Ti eae Weal 7 19- { a rd 2.) TWaddrE_ Sumpee of aa Gade . Must step <i Ang ot bank Bees Sifeicumy Uablkh 1s Conc, ~ WUVArzaAvS , nay at : f [ . ‘ L VAM XY e VV GL i Ow "EM TON Sg OE Set (ts Rc Mee) aan CaWoN \ evn 7-13-00 aa UAT] “ke coe «oF 2 them A 3 FLOSS You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. W\ pas tA ta Inspector Ora CL DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE it City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER _BLD/O - 1914 OWNER Vernon GorriSon JOB LOCATION £500 Sims Llesy/ Inspection of this structure has found the following violations: | ™m Provide aT 6c pe ble Teel Co both sides of Shinn ve pel oPproved elas 3S S (Pe eber - pec Cppeoiurtd plens Call Foy Re inspect Taken “De Veun Vy BA wee He Und Wig Suvgerss— len Ctl cobh bls mekal Bi amd clu om Improve, Yavvley © ee You are hereby notified that no more work shall be done upon rss premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date of x /| ( inspoctor_ EADS DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 Ti n t = | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER BLO) 4- \qy OWNER “opera JOB LOCATION Inspection of this structure has found the following violations: —— Haz Vermis er Sl — CK Ve pouw + ee You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date Y- Z5-(( Inspector (M icrepresd— DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE | CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCELNO. —_ 001094031 PERMIT NO. BLD10-194 ISSUED DATE _ 11/04/2010 EXPIRATION DATE _05/03/2011 ADDRESS 2500 SIMS WAY CONSTRUCTION TYPE OCCUPANT LOAD OWNER VERNON | GARRISON LLC PROJECT DESCRIPTION Correct Stairs CONTRACTOR CUSTOM CONCRETE LENDER INSPECTION INSP ATE COMMENT INSPECTION INSP DATE COMMENT CONCRETE what 1728/1 Erne STRUCTURAL STEEL hark | $297] Gav/dliled misceLrancous FA (4/. ob Mel one by “he os FINAL BLDG./C OF O Vo/, FINAL PUBLIC WORKS | : TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-194 Permit Type Commercial Miscellaneous Project Name Correct Stairs Site Address 2500 SIMS WAY Parcel # 001094031 Project Description Correct Stairs Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Vernon I Garrison Llc (360) 379-0548 Owner Vernon I Garrison Llc (360) 379-0548 Contractor Custom Concrete 0 - CITY 2010 306 5694 11/30/2011 Contractor Custom Concrete 0- STATE CUSTOC*978C€ 01/05/2012 Fee Information Project Details Project Valuation $2,850.00 Entered Bid Valuation 2,850 DOLL Building sinus Fee 83.25 Units: Heat Type: Plan Review Fee 54.11 Bedrooms: Construction Type: Technology Fee for Building Permit 5.00 Bathrooms: Occupancy Type: State Building Code Council Fee 4.50 Record Retention Fee for Building 4.25 Permit Total Fees $ 151.11 Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. | further certify that I am the ownerpf the property orayithorized agent a i Print Name Veen LaZz. CDW Date Issued: 11/04/2010 yl [iC Y Issued By: MWAY Signature Meceam—_. Date Date Expires: 05/03/2011 —_— _ CITY OF PORT TOWNSEND BLDG PERMIT ACTIVITY LOG PERMIT# [RCD1O— \44 DATERECEIVED 10 «1°40 SCOPE OF WORK: . Conver Saws DATE ACTION INITIALS LO-\ to ENTERED INTO CHET VU LO «| ots CHECKED FOR COMPLETENESS MUI - Plan Review # Bedroom(s) = # Bath(s) = Heat Type: LOrl- Ld Conmvattoy Meeds city Ucemse— Mw (Q- \S- 1d “Plan "Ne hous Cx wit. WWW SEPTIC? Zoning: CU Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? rai Critical Area? ail (Check Impervious Surface limits \J CY A (ele 19.05.050D4(a) Shoreli Jurisdiction? 379- OS4B Demo? Historic Rev/ \ men | $-25-(( Design Rev? Notice to Title? | Pom Lots of Record? Mate Cop ok P:\DSD\Forms\General Use Forms\Activity Log Bldg Permit.doc July 12, 2010 Development Services 250 Madison Street, Suite 3» Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619. www .cityofpt.us Commercial Building Permit Application cription (or Tax Office Use Onl LPMCOTTS, 4 4 TDD ~ jay Project Address & Zoning District: Legal De Addition: 200 SMS C~ Block: Lot(s): #/ Parcel # AP) Co! OFYO4/ SE =e Project Description: STP IRS Wea iyo > Applications accepted by mail must include a check for initial plan review fee of $150 ee a > See the “Commercial Building Permit Application Checklist” for details on plan submittal requirements. Name (7b. Lol (GAEL SARS Address: /Y 30 Cesc y ST City/svzip. AZT Towa Sex U A "Aloe BIT OSYE | Phone: Emait [LLL LPMEYEL! CI ntative: Pm -— Contact/R Name: Address: City/St/Zip: Phone: Email: Contractors: Name: £ ° CeS TDA ( GCleTE Address: City/SvZip: GAP Ur ar Lv Phone:_ 3602 6Z/ yy le Email: — C7 > State License #C U7 POC F CTE City Business License #: Lend Uy Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: $ DAS OF Vi? a 4] EK TEL TO Construction Type: Occupancy Rating: Building Information (square feat : 1* fl estrooms: zoo - K \ Poko Ko Storage: Sussment.._ Is it finished? Yes No Other: New Addition + Remodel/Repair 0 Change of Use 0 Total Lot Coverage (Building Footprint): Square feet | % erperiious Surfa e: Square feet:_, __ as | hereby certify that the information provided is correct, that Lam either the owner or authoriz d to act on behalf of the owner and that all activities associated with this permit will be in accordance with § State Law Port Townsend Municipal Code. Print Name: hY CPLA ven lO/1/10 signatuy a7 wm COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels O Commercial building permit application. O Non-Residential Energy Code forms: xX Lighting x Mechanical xt Envelope O Three (3) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: O Title Page/Cover Sheet: Project identification Project address, legal description, location map, tax parcel number(s) All design professionals identified including addresses and phone numbers Name, address, and phone number of person responsible for project coordination Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. Designate compliance with all applicable codes O Asite plan showing: Legal description and parcel number (or tax number), Property lines and dimensions Setbacks from front, sides and rear in accordance with a pinned boundary line survey On-site parking and driveway with dimensions Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location Delineated critical areas boundaries and buffers O Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting O Floor plan: Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing O Wall section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation O Exterior elevations with existing slope of the land in relation to all proposed structures OD If architecturally designed, one set of plans must have an original signature O If engineered, one set of plans must have one original signature O For new dwelling construction, Street & Utility or Minor Improvement application Os oh @ OO N D A A R W N > NO O R O N S Ca n oa u h hh = Parcel Details , Page | of 2 ‘Home County Info Departments = Search 001094031 SEARCH Parcel Number: Parcel Number: 001094031 Printer Friendly Owner Mailing Address: VERNON I GARRISON LLC 1430 QUINCY ST PORT TOWNSEND WA983685324 Site Address: 2500 SIMS WAY PORT TOWNSEND 98368 Section: 9 School District: Port Townsend (50) Qtr Section: SE1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: WOLCOTT SHORT PLAT Assessor's Land Use Code: 6300 - BUSINESS SERVICES (real estate, insurance) Property Description: WOLCOTT SHORT PLAT | LOT 1 | SUBJ TO EASE | SUBJ/EASE #504451 | Click on photo for larger image. _ _ _ No | No 2nd | EB Photo Ei Photo Available | Available | No Permit Data peta Ruchoplel A/V, Sales Info Map Parcel Plats & Surveys Available m Jefferson County asi ucro HOME | COUNTY INFO | DEPARTMENTS | SEARCH y Best viewed with Microsoft Internet Explorer 6.0 or later € Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?7PARCEL NO=001094031 — 10/1/2010 Contractors or Tradespeople Fail SED, 2 Washington State Department of Labor & Industries Contractors or Tradespeople Detail Return to List > Start a New Search > 1 Printer friendly Verify Workers' Comp Premium Status Check for Dept. of Revenue Account About General/Specialty Contractor Page 1 of 2 A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Name Phone No. Address Suite/Apt. City State Zip County Business Type Parent Company CUSTOM CONCRETE (360) 621-9973 PO Box 939 Chimacum WA 98325 Jefferson Individual Business and Licensing Information UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 Ady 601825029 i Active CUSTOC*978Q1 YY Construction Contractor 11/21/2003 1/5/2012 e) i Concrete iy Unused f= Business Owner Information (=) Hide All Name Role Effective Date Expiration Date JIMENEZ CARLOS, SALVADOR Owner 11/21/2003 ial Bond Information yy Bond Bond Company Bond Account Effective Expiration Caneel Gare Impaired Bond Received Name Number Date Date Date Amount Date Until 3 CBIC SF8440 11/11/2007 $6,000.00 10/01/2007 Cancelled DEVELOPERS Until nti 2 SURETY & INDEM 544201C 11/21/2004 01/13/2008 $6,000.00 10/29/2004 Cancelled co WESTERN SURETY https://fortress.wa.gov/Ini/bbip/Result.aspx 10/1/2010 Receipt Number: BLD10-194 001094031 Plan Review Fee $54.11 $54.11 $0.00 BLD10-194 001094031 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-194 001094031 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD10-194 001094031 Building Permit Fee $83.25 $83.25 $0.00 BLD10-194 001094031 Record Retention Fee for Building Per $4.25 $4.25 $0.00 Total: $151.11 CHECK 2104 “$151.11 Total: $151.11 genpmtrreceipts Page 1 of 1 20 feet min Chapter 5. General Site and Building Elements 6100 area to be marked [area to be marked | NY c= 525 Nees |) —__.\f3 Fig. 503.3 Passenger Loading Zone Access Aisle 504 Stairways 504.1 General. Accessible stairs shall comply with Section 504. 504.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser height and uniform tread depth. Risers shall be 4 inches (100 mm) mini- mum and 7 inches (180 mm) maximum in height. Treads shall be 11 inches (280 mm) minimum in depth. 14 min | 280 A sae 100-180 Fig. 504.2 Treads and Risers for Accessible Stairways 504.3 Open Risers. Open risers shall not be per- mitted. 504.4 Tread Surface. Stair treads shall comply with Section 302 and shall have a slope not steeper than 1:48. 504.5 Nosings. The radius of curvature at the lead- ing edge of the tread shall be '/p inch (13 mm) maxi- mum. Nosings that project beyond risers shall have the underside of the leading edge curved or beve- led. Risers shall be permitted to slope under the tread at an angle of 30 degrees maximum from verti- cal. The permitted projection of the nosing shall be 11/5 inches (38 mm) maximum over the tread or floor below. The leading 2 inches (51 mm) of the tread shall have visual contrast of dark-on-light or light- on-dark from the remainder of the tread. 504.6 Handrails. Stairs shall have handrails com- plying with Section 505. 504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall be designed to pre- vent the accumulation of water. 504.8 Lighting. Lighting for interior stairways shall comply with Section 504.8. 504.8.1. Luminance Level. Lighting facilities shall be capable of providing 10 foot-candles (108 lux) of luminance measured at the center of tread surfaces and on landing surfaces within 24 inches (610 mm) of step nosings. 504.8.2. Lighting Controls. If provided, occu- pancy-sensing automatic controls shall activate the stairway lighting so the luminance level re- quired by Section 504.8.1 is provided on the en- trance landing, each stair flight adjacent to the entrance landing, and on the landings above and below the entrance landing prior to any step being used. 504.9 Stair Level Identification. Stair level identifi- cation signs in tactile characters complying with Section 703.3 shall be located at each floor level landing in all enclosed stairways adjacent to the door leading from the stairwell into the corridor to identify the floor level. The exit door discharging to the outside or to the level of exit discharge shall have a tactile sign stating “EXIT.” 41 Chapter 5. General Site and Building Elements radius '/> max typical 13 aN | — (a) Vertical Riser 11/5 max 38 | beveled A (c) Beveled Nosing ICC/ANSI A117.1-2003 (b) Curved Nosing 30° max (d) Angled Riser Fig. 504.5 Stair Nosings 505.1 General. Handrails required by Section 405.8 for ramps, or Section 504.6 for stairs, shall comply with Section 505. 505.2 Location. Handrails shall be provided on both sides of stairs and ramps. EXCEPTION: Aisle stairs and aisle ramps pro- vided with a handrail either at the side or within the aisle width. earn arcits shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs or ramps shall be continuous between flights or runs. Other handrails shall comply with Sections 505.10 and 307. EXCEPTION: Handrails in aisles serving seat- ing. 505.4 Height. Top of gripping surfaces of handrails shall be 34 inches (865 mm) minimum and 38 inch- es (965 mm) maximum vertically above stair nos- ings, ramp surfaces and walking surfaces. Hand- rails shall be at a consistent height above stair nosings, ramp surfaces and walking surfaces. 42 505.5 Clearance. Clearance between handrail grip- ping surface and adjacent surfaces shall be 11/5 inches (38 mm) minimum. 1505.6 Gripping Surtace. Gripping surfaces shall continuous, without interruption by newel posts, other construction elements, or obstructions. EXCEPTIONS: 1. Handrail brackets or balusters attached to the bottom surface of the handrail shall not be considered obstructions, provided they comply with the following criteria: a) notmore than 20 percent of the hand- rail length is obstructed, b) horizontal projections beyond the sides of the handrail occur 11/5 inch- es (38 mm) minimum below the bot- tom of the handrail, and provided that for each 1/o inch (13 mm) of addition- al handrail perimeter dimension above 4 inches (100 mm), the vertical clearance dimension of 11/s inch (38 mm) can be reduced by 1/g inch (3.2 mm), and Cc) edges shall be rounded. 2. Where handrails are provided along walking surfaces with slopes not steeper than 1:20, the bottoms of handrail gripping surfaces shall be permitted to be obstructed along their entire length where they are integral to crash rails or bumper guards. a . -» ICC/ANSI A117.1-2003 Chapter 5. General Site and Building Elements 34 - 3 8 86 5 - 9 6 5 34 - 3 8 ot Nemin i——— 38 w © > w oO foe) (a) Stairs (b) Ramps Fig. 505.4 Fig. 505.5 Handrail Height Handrail Clearance 505.7 Cross Section. Handrails shall have a cross 505.9 Fittings. Handrails shall not rotate within their section complying with Section 505.7.1 or 505.7.2. fittings. 505.7.1 Circular Cross Section. Handrails 505.10 Handrail Extensions. Handrails shall ex- with a circular cross section shall have an out- tend beyond and in the same direction of stair flights side diameter of 11/4 inches (32 mm) minimum and ramp runs in accordance with Section 505.10. and 2 inches (51 mm) maximum. EXCEPTIONS: 1. Continuous handrails at the inside turn of 505.7.2 Noncircular Cross Sections. Hand- : stairs and ramps. ; rails with a noncircular cross section shall have a perimeter dimension of 4 inches (100 mm) 2. Extensions are not required for handrails in minimum and 61/, inches (160 mm) maximum, aisles serving seating where the handrails and a cross-section dimension of 2'/4 inches are discontinuous to provide access to seat- (57 mm) maximum. . ing and to permit crossovers within the aisle. ../ 3. In alterations, full extensions of handrails 505.8 Surfaces. Handrails, and any wall or other \~— shall not be required where such extensions surfaces adjacent to them, shall be free of any sharp would be hazardous due to plan configura- or abrasive elements. Edges shall be rounded. tion. 4-61/, perimeter ) 100-160 11/4-2 21/4 max 32-51 57 : (a) (b) (c) Circular Noncircular aa 505.7 2 43 Chapter 5. General Site and Building Elements 505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizon- tally above the landing 12 inches (305 mm) minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or floor, or shall be continuous to the handrail of an adjacent ramp run. ICC/ANSI A117.1-2003 the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 505.10.3 Bottom Extension at Stairs. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal dis- tance equal to one tread depth beyond the bot- tom tread nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be ; continuous to the handrail of an adjacent stair 505.10.2 Top Extension at Stairs. At the top of flight. a stair flight, handrails shall extend horizontally above the landing for 12 inches (805 mm) mini- mum beginning directly above the landing no- sing. Extensions shall return to a wall, guard, or 506 Windows Accessible windows shall have operable parts com- plying with Section 309. 12 min 305 12 min a ee a yt Fig. 505.10.1 Top and Bottom Handrail Extensions at Ramps Fig. 505.10.2 Top Handrail Extensions at Stairs Fig. 505.10.3 Bottom Handrail Extensions at Stairs 44 to a Group R-3 occu- pancy or access@ry to individual dwelling units in Group R-2 occupancies; the maximum riser height shall be 77/, inches(197 mm); the minimum tread depth shall be 10 inghes (254 mm); the minimum winder tread depth’ ‘at the walkline shall be 10 inches (254 mm); he minimum winder tread depth shall be 6 igches (452 mm). A nosing not less than 7/, inch (19.1 mm) but not more than 1'/, } inches (32 mim) shall be end de on stairways . with solid ris¢rs where the tread depth is less than 11 inches (2/9 mm). \ , not more than 250 square feet (23 m?) in shall be permitted to have a maximum riser height of 8 inches (203 mm) and a minimum tread pth of 9 inches (229 mm). \ 1009.4.3/Winder treads. Winder treads are not rated in \ 1. Curved stairways in accordance with Section 1009.8. \ / 2. Spiral stairways in accordance with Section, 1009.9. 1009.4.4 Dimensional uniformity. Stair treads and risers shall be of uniform size and shape. The tolerance between the largest and smallest riser height or between the largest and smallest tread depth shall not exceed */, inch (9.5 mm) in any flight of stairs. The greatest winder tread depth at the walkline within any flight of stairs shall not exceed the smallest by more than ?/, inch (9.5 mm). . ) Exceptions: 1. Nonuniform riser dimensions of aisle stairs com- plying with Section 1028.11.2. 2009 INTERNATIONAL BUILDING CODE® MEANS OF EGRESS 2. Consistently shaped winders, complying with Section 1009.4.2, differing from rectangular treads in the same stairway flight. Where the bottom or top riser adjoins a sloping public way, walkway or driveway having an established grade and serving as a landing, the bottom or top riser is permitted to be reduced along the slope to less than 4 inches (102 mm) in height, with the variation in height of the bottom or top riser not to exceed one unit vertical in 12 units horizontal (8-per- cent slope) of stairway width. The nosings or leading edges of treads at such nonuniform height risers shall have a dis- tinctive marking stripe, different from any other nosing marking provided on the stair flight. The distinctive mark- ing stripe shall be visible in descent of the stair and shall have a slip-resistant surface. Marking stripes shall have a width of at least 1 inch (25 mm) but not more than 2 inches (51 mm). 1009.4.5 Profile. The radius of curvature at the leading edge of the tread shall be not greater than °/,, inch (14.3 mm). Beveling of nosings shall not exceed °/,, inch (14.3 mm). Risers shall be solid and vertical or sloped under the tread above from the underside of the nosing above at an angle not more than 30 degrees (0.52 rad) from the vertical. The lead- ing edge (nosings) of treads shall project not more than 1!/, inches (32 mm) beyond the tread below and all projections of the leading edges shall be of uniform size, including the leading edge of the floor at the top of a flight. Exceptions: 1. Solid risers are not required for stairways that are not required to comply with Section 1007.3, pro- vided that the opening between treads does not permit the passage of a sphere with a diameter of 4 inches (102 mm). 2. Solid risers are not required for occupancies in Group J-3 or in Group F, H and S occupancies other than areas accessible to the public. There are no restrictions on the size of the opening in the riser. 3. Solid risers are not required for spiral stairways constructed in accordance with Section 1009.9. 4. Solid risers are not required for alternating tread devices constructed in accordance with Section 1009.10. (40025 Stairway lating Phere shall be a floor or landing at the top and bottom stairway. The width of landings shall not be less than the width of stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. Such dimension need not exceed 48 inches (1219 mm) where the stairway has a straight run. Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches (178 mm) into a landing. When wheelchair spaces are required on the stairway landing in accordance with Section 1007.6.1, the wheelchair space shall not be located in the required width 231 MEANS OF EGRESS of the landing and doors shall not swing over the wheelchair spaces. Exception: Aisle stairs complying with Section 1028. 1009.6 Stairway construction. All stairways shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction. 1 Stairway walking surface. The walking surface of treads and landings of a stairway shall not be sloped steeper than one unit vertical in 48 units horizontal (2-per- cent slope) in any direction. Stairway treads and landings shall have a solid surface. Finish floor surfaces shall be securely attached. Exceptions: 1. Openings in stair walking surfaces shall be a size that does not permit the passage of '/,-inch-diame- ter (12.7 mm) sphere. Elongated opening shall be placed so that the long dimension is perpendicular to the direction of travel. 2. In Group F, H and S occupancies, other than areas of parking structures accessible to the public, openings in treads and landings shall not be pro- hibited provided a sphere with a diameter of 1'/g inches (29 my cannot pass through the opening. ), or conditions. Outdoor stairways and out- door pperonsies to stairways shall be designed so that water will not accumulate on walking surfaces. 1009.6.3 Enclosures under stairways. The walls and soffits within enclosed usable spaces under enclosed and unen- closed stairways shall be protected by 1-hour fire-resis- tance-rated construction or the fire-resistance rating of the stairway enclosure, whichever is greater. Access to the enclosed space shall not be directly from within the stair enclosure. Exception: Spaces under stairways serving and con- tained within a single residential dwelling unit in Group R-2 or R-3 shall be permitted to be protected on the enclosed side with '/,-inch (12.7 mm) gypsum board. There shall be no enclosed usable space under exterior exit stairways unless the space is completely enclosed in 1-hour fire-resistance-rated construction. The open space under exterior stairways shall not be used for any purpose. 1009.7 Vertical rise. A flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between floor levels or landings. Exceptions: 1. Aisle stairs complying with Section 1028. 2. Alternating tread devices used as a means of egress shall not have a rise greater than 20 feet (6096 mm) between floor levels or landings. 1009.8 Curved stairways. Curved stairways with winder treads shall have treads and risers in accordance with Section 232 1009.4 and the smallest radius shall not be less than twice the required width of the stairway. Exception: The radius restriction shall not apply to curved stairways for occupancies in Group R-3 and within individ- ual dwelling units in occupancies in Group R-2. 1009.9 Spiral stairways. Spiral stairways are permitted to be used as a component in the means of egress only within dwell- ing units or from a space not more than 250 square feet (23 m7) in area and serving not more than five occupants, or from gal- leries, catwalks and gridirons in accordance with Section 1015.6. A spiral stairway shall have a 7!/,-inch (191 mm) minimum clear tread depth at a point 12 inches (305 mm) from the narrow edge. The risers shall be sufficient to provide a headroom of 78 inches (1981 mm) minimum, but riser height shall not be more than 9!/, inches (241 mm). The minimum stairway clear width at and below the handrail shall be 26 inches (660 mm). 1009.10 Alternating tread devices. Alternating tread devices are limited to an element of a means of egress in buildings of Groups F, H and S from a mezzanine not more than 250 square feet (23 m?) in area and which serves not more than five occu- pants; in buildings of Group I-3 from a guard tower, observa- tion station or control room not more than 250 square feet (23 m7?) in area and for access to unoccupied roofs. 1009.10.1 Handrails of alternating tread devices. Hand- rails shall be provided on both sides of alternating tread devices and shall comply with Section 1012. \ 1009.10.2 Treads of alternating tread devices. Alternat- ing tread devices shall have a minimum projected tread of 5 inches (127 mm), a minimum tread depth of 8!/, inches (216 mm), a minimum tread width of 7 inches (178 mm) and a maximum riser height of 9'/, inches (241 mm). The pro- jected tread depth shall be measured horizontally between the vertical planes of the foremost projections of adjacent treads. The riser height shall be measured vertically between the leading edges of adjacent treads. The combina- tion of riser height and projected tread depth provided shall result in an alternating tread device angle that complies with Section 1002. The initial tread of the device shall begin at the same elevation as the platform, landing or floor surface. Exception: Alternating tread devices used as an element of a means of egress in buildings from a mezzanine area not more than 250 square feet (23 m?) in area which serves not more than five occupants shall have a mini- mum projected tread of 8'/, inches (216 mm) with a mini- mum tread depth of 10!/, inches (267 mm). The rise to the next alternating tread surface should not be more than 8 inches (203 mm). 1009.11 Ship ladders. Ship ladders are permitted to be used in Group I-3 as acomponent of a means of egress to and from con- trol rooms or elevated facility observation stations not more than 250 square feet (23 m*) with not more than three occu- pants and for access to unoccupied roofs. Ship ladders shall have a minimum tread depth of 5 inches (127 mm). The tread shall be projected such that the total of the 2009 INTERNATIONAL BUILDING CODE® FILE COPY | | 38° Se 4X4 Rail (Typical) ea ee OFF Nesting SecaTmeten ANS W7.| 565- keyHole Cedar A - \ 4X4 Treated Posts Rail per Hall Forest ee il Ba eae \\ Products/2x2/ . Continuous along 4y4x10 Galvanized Mesh CONSTRUCT ADDITIONA! stairway 42" Screening/ Attach to 4x4 STAIRWAY TO. PROVIDE : Typical y rails with Gal. staples 36” MIN. 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DATE: 05 / 05 / 12 | (360) 531-1011 NOTICE: Plans are 4pproved excepti = Weg En Spee hme Pe Ce ce teh aM ee eens eal” Sy any errors or i All work pon : Pass inspection in |\contormance with ONS 0 0 \ ST R ' CT STAI RWAY all |applicable codek and regulations. | pion MADRONA HILL OFFICE | ee a SEE DETAIL RIiGet \ he ts LEGAL DESCRIPTION: REMEDIAL STAIRWAY PLAN fe LOT 1, WOLCOTT SHORT PLAT 20 ee ee: ‘0 PER VOL. 5, PGS 18-19; ee APN 001 094 0351 1 SCALE 1= 30 DATE: OCTOBER 1, 2010 of 1