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HomeMy WebLinkAboutBLD2005-01538 Final Repair/Upgrade Deck - BLD Permit / Conditions - 7/27/2006 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2005-01538 OWNER: LEONARD BROWNE RECEIVED: 9/1/2005 CONTRACTOR: LICENSE: EXP: ISSUED: 9/29/2005 SITE ADDRESS: 2521 NE OLD BELFAIR HWY BELFAIR EXPIRES: 3/29/2006 PARCEL NUMBER: 123162200040 LEGAL DESCRIPTION: TR 4 OF NW NW PCL 1 OF BLA#96-35 AF#626564 PROJECT DESCRIPTION: DIRECTIONS TO SITE: REPAIR/UPGRADE EXISTING DECK ST RT 3 TO BELFAIR, R ON ST RT 300, AT 4-WAY FOLLOW OLD BELFAIR HWY TO SITE ADDRESS LOCATED ON THE LEFT SIDE. GMM General Information Construction & Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: VB Type of Use: SF Insp. Area: No. of Bathrooms: Occ. Group: Lot Size: Deck: 520 Type of Work: DECK Fire Dist.: 2 No. of Stories: Occ. Load: Building: Valuation: Building Height: Occ. Status: Primary Basement: Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: Rear: Ft. Slope: Ft. SEPA?: Model: Width: Ft. Side 1: Ft. Shoreline Desig.: Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Plumbing Fixtures FEES Mechanical Fixtures Type Qty. Type e By Date Amount Receipt Plan Check Fee JRN 9/1/2005 $25.19 B12005 Building State Fee ARC 9/20/2005 $4.50 B12005 Building Permit Fee ARC 9/20/2005 $38.75 B12005 Total $68.44 BLD2005-01538 Please referto the following pages for conditions of this permit. 1 of 3 CASE NOTES FOR BLD2005-01538 CONDITIONS FOR BLD2005-01538 1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. �T 2) Apprwed-per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. 3) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Depnt prior to any further inspections being performed or approvals granted. 4) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads," all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting inspe o> 5) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or remo �appkmad documents will result in failure of required building inspections. 6) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X 7) The"approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Build Bspartment prior to any further inspections being performed or approvals granted. BLD2005-01538 Please refer to the following pages for conditions of this permit. 2 of 3 8) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit r X 9) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordi ulation, must be reviewed and approved by Mason County prior to construction. X 10) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspec a be de prior to requesting additional inspections. X 11) All property lines shall be clearly identified at the time of foundation inspection. X 12) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mas nt nces and building regulations. X 13) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder h ve pre ed action from being taken. No more than one extension may be granted. X` 14) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, conpeete , and shing. Install metal connectors approved for contact with the new types of pressure treated material. X 15) Deck to be replaced or repaired in existing footprint This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended fora period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspectio A hin the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the a the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described pro n ru r w a ection. / 0JERORA DATE: BLD2005-01538 Please referto the following pages for conditions of this permit. 3 of 3 o CONCRETE MECHANICAL MANUFACTURED HOME 0 -- -- --- 00 Footings 1 Setbacks '}`�" iw Ribbons o f).=fe F v Gas Piping cn Date By co Foundation Walls p�t" 3y Set-up Date By INSULATION Date By BG 1 Slab insulation Moors FINAL INSPECTION i_;;Zte L y Date By Crate By FRAMING waits FIRE DEPARTMENT Date By Qjalu B y Gate P PLUMBING Attic OTHER -- Date Ry Groundwork Date R WALLBOARD NAILING D.W.V Date By v Water Line FINALINSPECTION Date By Dale 7��7/1)6 By Ott Date By Type of Insp. Pass/Fail Request Date Inspect. Date Done By Comments ri a SS �Q Ic(_OS p I-1 oS giLS 0 �j^tiuQn�( ASS 7 , 7 !Id o O 8 0 �2 a o Z m s o -- r o u, m w O 00 Z D 0 i 1 f i O f t MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION 426 W. Cedar - PO. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 - Belfair (360) 275-4467 - Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner w1(4iL74!2- 131Zo1�.✓4r C22t, Company Name ,�' ,.✓G�/Z Mailing Add res / �.✓ Mailing Address City rLL� Stat Zip Code, 'z, i" City State Zip Code Phone Other Ph. Phone Other Ph. Lien/Title Holder Contractor Reg.# Exp. E mail addressL o !/ TZ&r jfA E Mail Address Drivers 1 Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic _ Cxisting Septic Connect to Water System Name of Water System Well Water System Name of Water System PARCEL INFORMATION - 12 Digit Parcel No. Fire District Legal Description Site Address (Please include street name, streel number and city) ^ ' Directions to site Will timber be cut and sold in parcel preparation?Yes Is property within 200'of Saltwater Lake River/Creek Pond I Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building Describe Work No. of Bedrooms No. of Bathrooms Square Footage - 1 st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck _Other Sq.ft. t x'- Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model, Year Length Zz.1e"__Width-,ekSerial No. No.of Bedrooms�No.of Bathrooms Type of Heat �Z-K—,*urchase Price $ f co `=- Replacement Unit? Yes/ No Installer Name Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF QF CONTINUATION OFW9RK IS BY MEANS OF A PROGRESS INSPECTION. X �� Date• , i .�1 caner/ v O ners es ah,,/Contractor indicate which one FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department Environmental Health Department Public Works Department Fire Marshal FEES Buildinq Permit Fee . ?S Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood/Gas/ Pellet Stove Fee State Fee z Violation Fee Pre-Paid at Submittal Valuation $ — TOTAL FEES j f i ! f i 4 f f C co ro p� v-C3!Y , MUSTMEETALLC RR ® 3 �� ASHINGTON ST E CODES '® p ° INSPECTOR CHANGES t t MASON BUILDING SUBMIT CHANGES FOR APPROVAL (J CHANGES SUBJECT TO APPROV E PRIOR TO PERFORMING WORK Zd � N Aa--DATE THESE PLAN - -o'�.= //.��-�v� S MUST BE ON THE JOB SITE ® FOR INSPECTION (Ol e v �i®.al���-Z� �✓i✓�`'�"��Z ���'G.mac' /�i`/L c�f� %��a Xo� yM � '310o103dSNl /$ ao,.j 3a 1Snw sN�H1 � d "�oM�N►wao� lbAp�Jddy and S3o3d 01�folad HJ 1, Nwens b H3 S3003 31d1S NOIJNIHSt/M 1N3aam 71b133W 1Snw ? / J°7L/r.�'�f� vv.�lij✓�/j �// /�,�.�� X ©/X '—�X��"'� X� c�✓'���i� X ? F7 �- ILL S� i .. . ... .... ... ... _ a jL.:)GJ���y� ✓�sj - vG X la �iQGu�=� �i� �..� /�'i� /V'C�G/l' .s '^'i�Q� �✓J'�� /J /�/`'��it'f% /`� /G`�l �3����5 ./�f �/1������ /p ���O�r� G�J�lf�n� 7���"�t✓�I✓.gL-cr MUST MEET ALL CURRENT WASHINGTON STATE CODES CHANGES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION 3 i� EX15T.51DW EXIST.WALL SHT6 NOTE: EXIST.2x STUD 024'MAX. RAFTER BEAM,COL"SIZE AND TI$IR5 CONNECTION METAL FLA5HIN6 ARE BASED ON THE FOLLOP4N5 A`aWTIOR ROOF 5HT6 TO LEDGER NA 0 6 5CHDL VERTICAL LOAD: T ALL ROOF SHT6 A 8d 065 ROOF DL=10 PSF NO TILE ROOF) AT ALL SUPPORTED PANEL ED6E5 8dt)4'� SNOW =25 PSF MOL RF SLOPE PER LIBG IggT AND 8d el0'OG IN ELD OR LOCAL M5DI(TION R00FIN6 MATERIAL WIND:EXPOSLRE G,80 MPH,Iw=I. MIN.LEDGER SIZE SEISMIC:ZONE 3,SOIL TYPE=3,I=I �Ob'AGr;MET�AL ��\ 2XB MM. (0-10'DIST TO BLD6) 2A0 MIN.OR 2XI2-(10-16'DIST TO BLD6) Fu L� �' 2XI2 MRL OR M41 66-2a D15T To ELD6) RAFTER 51ZE5 (DF#2) BIRD MOUTH AT BEARINGMATCH WITH RAFTER SIZE L LED68Z TO EACH WALL STUD NAILIN6 5G+L DISTANCE TO BUILDI0'-10, 10'-16,� ) / �TA66 R�(0-0'D15T TO BLD6) 12"a 2X6 2X8 2 X 10 12-SEE RAFTER SGHDL (4)-Ibd 5TA66M(I0-Ib'DIST TO BLD6) 16'OG 2X6 2 X 10 2 X 12 (5)-16d 5TA66ER(Ib-2a DIST TO OLDS) IS 24'OG 2X6 2 X 12 2 X 14 CLIP AT EA END OF RAFTER SAL HANGER O-EQUAL SIMoSpN LSU26 (2X6 RAFTEZ)5IW50N L55Q8(2X8 RAFTED BEAM51ZE551MSON LS5U210(2A04ILF21-M SEE BEAM SGHDL EQUAL ��� DISTANCE TO BUILDINS 0'-10, 10'-16'GAP5' 4X4 4X6 4X64(4X4 COUW 6' 4Xb 4 X 6 4Xb 6 51NPSON AG6(4Xb COLUHW OR .� T' 4 X 6 4 X 6 4x, �� 8' 4Xb 4X8 47 COL.IJr1N HFFI PRE55URE TREATED { L } q' 4 X 8 4 X 10 4 X 10 la MAX 04(0-10'DIST TO BLD6) I I 10' 4 X 8 4 X 10 4 X 12 4X6 60-16'DIST TO BLD6) 4Xb(16-20'DI5T TO 131-D6) W BEAM BEAN{ � SPAN SPAN MAX . E ITT ACCEPTABLE _i METAL POST BASE(6AVANLZED) �L --{ SIMPSON L.C.B44(4X4 601-1AR{1 I DISTANCE SIMPSON L.GB46(4Xb GOI.IIMN7 OR V I BLDb. FOOTING t EQUAL ri I COLUMN(TYP) BEAM(TYP) 19 2'GLR L=p1 b'MM 1 ( ) ACG�TFBLE BUILDINb SLOPE fIN19F1 6RD .. L AWAY MtOM BLDS CONCRETE FOOTIN6 _r 1'-6'MIN ;2' 24'X24'x24'TPV STANDARD DETAIL FOR ATTACHED 3"GLR t'c°2500 P51 VU ACCEPfI'BLE(TYP) 2-+�4 EA War TOPeBOr LAYER v5• W=DISTANCE To BLD6. RE5IDENTIAL CARPORT 5Q FT& 3'GLR (TyP) 5EGTION .�N�SEp�E,O'o SST PLAN I.G.B.O.OLYMPIG PENINSULA CHAPTER N.TS 0NQ 1��PGCt\O N.TS V C� SCALE DATE OR BY JOB NO DWb NO [� NONE 3/3/19g8 1 S FOR AppROVA� SVgh41S�;:,aN RF�RM,NGWORK MUST MEET ALL CURRENT pRIOF��pE WASHINGTON STATE CODES Y(o Masan County Buildingepartmen "Deck, Stair, Landing and Guard Detail Guard installed on all decks over 30"above orade. The greatest riser and the greatest stair 4"maximum spacing Vertical Pickets at handrail tread shall not exceed the allowed between pickets. smallest by more than 3/8.° Graspable handrail on all stairways with 4 or i more risers. Not less than 34"and not more than 38" vertically from nose of tread or walking surface. - -1 3G' Handrail ends shall be returned or shall Y terminate in newel) posts or safety terminals. i Ledger at wall: 10"min. .;'4 ( Indicate ioist size/spacing Decks shall be anchored Stair nosingnot less than positively 3/4"but not more than for It &vertical 1-1/4"on all solid risers Indicate beam loads. Toenails or 7 3/a" size/spacing. Provide nails subject to unless tread depth is at withdrawal are not least 11." max positive Connection post allowed.Decks shall _ -- — be self supporting if --- connections cannot --- Indicate Indicate post size,spacing f ( be verified during Indicate fasteners stranger size. and base connector. inspection.R502.2 Space per decking material r 4"x4"x16"masonry ;1'2;; block with asphalt Decks installed against manufactured ' homes must have beam support at this Provide 4"wood/earth clearance here, location. 6"all other areas. Concrete footing 12"below grade when deck is30"or - - -- - -- more abov_e grade.See foundation info on reverse side. �c _Typical Door with 3 Risers CONSTRUCTION O MATERIALS Illuminate stairs = m Decay resistant woods with controls r r Landings are required;inl heartwood of redwood,cedar, located at top and AU Z V) each side of ea� bo black locust and pressure n �of stairs. � ill exterior dock preservatively treated wood C Z r- Exception:A/andi are all acceptable material for = N 6' N rn D is not required wi�l use in deck construction. Field — '� 8" 'U Z two or fewer riser o applied treatment is not an ,,� rn m W N v acceptable method. Fasteners -q m in for pressure preservative 0 -1 4 0 C Landings shall not be treated woods shall be of hot- Z p min Zt'n -I - more than 1-1/2" dipped galvanized steel, rr 3 I ding lower Than the top of stainless steel,silicon bronze D M the threshold. or copper. Field cut ends, 411®0"run Exception: notches and drilled holes of ~° .The landing shall pressure preservatively treated 0 M ��-.► not be more than 7-3/4"lower wood shall be retreated in the pp m than the threshold provided the field in accordance with AWPA Max.7 3/4"rise door does not swing over the landing. M4. ISiing IRC R319&R320. I - - Handrail Details All stairways with 4 or more risers shall have at least one handrail. Such handrails shall be placed not less than 34" nor more than 38" above the nose of the treads and shall be continuous for the full length pf the flight. Handrail ends shall be returned or terminate in the newel post or safety terminals. Handrails adja- cent to the wall shall have a space not less than 1 1/2" between the wall and the handrail. Circular hand- rails shall have an outside diameter of at least 1 Y4"and not more than 2." Handrails with a perimeter greater than 6 '/W shall provide a graspable finger recess on both sides. Handrails shall not project more than 4 d/2" on either side of the stairway. IRC R311 1112 IN.MIN. 1112 IN.MIN. 11/2 IN.MIN. 1114 IN.TO 2 IN. 1114 IN.TO 2 IN. 11/2 IN.MIN. �t 1 1/2 IN.MIN. 11/41N.TO 21N. .41/2IN.MAX a,114 IN.TO 2 IN, NOT ACCEPTABLE NOTE: Other shapes may be acceptable if they provide an equivalent gripping surface. See third paragraph of Section 1003.3.3.6. 2s/g IN. 25/0 IN. 2s/g IN. ' 212 1N. `? 21/4 IN. FOUNDATION SUPPORT SYSTEMS Decks 30"or less above grade: Minimum 12"x12" manufactured pier. Deck 30"to 5'0" above grade: Minimum 14"x14" manufactured pier set 12" below grade. • Decks greater than 5'0" above grade: Minimum 18"x18"x18" poured in place footing set 12" below grade. All deck posts shall have a positive post to footing and positive post to beam connection. Deck height is measured at the lowest point within 5'0" beyond the walking surface of the deck. a 30. EXTERIOR DOORS/EXITS:IRC R311.4.1. At least 1 Handrails with a perimeter greater than 6'/,"shall provide exit doorway shall be side hinged and not less than 3'in a graspable finger recess area on both sides. See handrail width and not less than 6'8 " in height. The exit door shall option in IRC Section 311.5.6.3 for additional handgrip provide direct access from the habitable portions of the requirements. Handrails shall not project more than 4%:" dwelling to the exterior without requiring travel through a on either side of the stairway. See#34,stairway width for garage. Access to habitable levels not having an exit shall additional information. Refer to handout. be by a ramp or a stairway in accordance to applicable IRC sections 311.6 or 311.5. Egress doors shall be 34. STAIR WIDTH:IRC Section R311.5.1 Stairways shall readily openable from the side from which egress is to be not be less than 36"in clear width at all points above the made without the use of a key or special knowledge or handrail height and below the required headroom height. effort. Handrails shall not project more than 4'/:"on either side of the stairway and the minimum clear width of the 31. LANDINGS: IRC R311.4.3,R311.5.4. There shall be a stairway at and below the handrail height,including treads floor or landing on each side of all doors. Exception: and landings,shall not be less than 31 ''/z"where the Where a stairway of two or fewer risers is located on the handrail is installed on one side and 27"where handrails exterior side of a door,other than the required exit door, are installed on both sides. a landing is not required for the exterior side of the door. The floor or landing at the required exit door shall be not 35, STAIR TREADS&RISERS:IRC Section 311.5.3 The more than 1 ''/:"lower than the top of the threshold of the maximum riser height shall be 7%".The greatest riser doorway. Exception: The landing at an exterior doorway height within any flight of stairs shall not exceed the shall not be more than 7'/,"below the top of the smallest by more than 3/8". The minimum tread depth threshold,provided the door,other than an exterior storm shall be 10". The tread depth within any flight of stairs or screen door does not swing over the landing.The shall not exceed the smallest by more than 3/8". A nosing width of each landing shall have a minimum dimension of not less than'/4"but not more than 1 %s"shall be provided not less than 36"measured in the direction of travel. The on stairways with solid risers.Open risers are permitted, walking surface of landings shall not have a slope greater provided that the opening does not permit the passage of a than 1/4"per foot. 4"diameter sphere.Exception:Nosing is not required where the tread depth is at least 11". The opening 32. GUARDS:IRC Section R312.IBC Section 1607.7.1 between adjacent treads is not limited on stairs with a Porches,balconies,or raised floor surfaces located more total rise of 30"or less. than 30"above grade or a floor below shall have guards not less than 36"in height. Open sides of stairs with a 36. STAIR HEADROOM CLEARANCE:IRC R311.5.2 total rise of more than 30"above the floor or grade below All parts of the stairway shall not be less than 6'8" shall have guards not less than 34"in ht.Measured measured vertically from the sloped plane adjoining the vertically from the nosing of the treads. Open side of tread nosing or from the floor surface of the landing or guards shall be designed such that a sphere 4"in diameter platform. See exception for spiral stairways. cannot pass through. Handrail assemblies and guards shall be able to resist a single concentrated load of 200 37. USABLE SPACE UNDER STAIRS:IRC Section lbs.,applied in any direction at any point along the top, R311.2.2 Enclosed accessible space under stairs shall and have attachment devices and supporting structure to have walls,under stair surface and any soffits protected on transfer this loading to appropriate structural elements of the enclosed side with''/s"gypsum board. the building. Intermediate rails(all those except the handrail),balusters and panel fillers shall be designed to 38. ILLUMINATION: IRC Section R303.6,R311.5.7 All withstand a horizontally applied normal load of 50 lbs.On interior and exterior stairways shall be provided with a an area equal to 1 sq.ft.,including openings and space means to illuminate the stair including landings and between rails. .� treads. Interior stairways shall be provided with an artificial light source located in the immediate vicinity of 33. HANDRAILS:IRC Section R311.5.6,R311.5.1 All the landing of the stairway. Exterior stairways shall be stairways with 4 or more risers shall have at least one provided with a light source located in the immediate handrail. Such handrails shall be placed not less than 34" vicinity of the top of the landing of the stairway. Lighting nor more than 38" above the nosing of the treads. = controls shall be accessible at the top and bottom of each Handrails for stairways shall be continuous for the full ( -n O stairway without traversing any steps. length of the flight;from a point directly above the top 0 Z m riser to a point directly above the lowest riser. Handrail Z = r39. SPECIAL STAIRWAYS:IRC Section R311.5.3.2, ends shall be returned or terminate in newel posts or N m D R311.5.8.1. Circular stairways,spiral stairways,winders safety terminals. Handrails adjacent to the wall shall have'D p Z and bulkhead enclosure stairways shall comply with all a space not less than 1 ''h"between the wall and the n W requirements of stairways except: Winder treads shall handrail. Circular handrails shall have an outside 'I N c have a minimum tread depth of 10"measured at a point diameter of at least 1 '/,"and not greater than 2". Z m -4 12"from the side where the treads are narrower. Winder W 5 m