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Home My WebLink AboutBLD2023-00717 Cancelled Deck - BLD Inspections - 12/13/2024 4 � Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 She lton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov \ V B DD2023-00717 CARPORT/DECK/ COVERED PROJECT DESCRIPTION: DECK REPLACEMENT(NO FOOTPRINT ISSUED: 06/27/2023 CHANGE) SITE ADDRESS: 20 E MARINE VIEW DR ALLYN EXPIRES: 12/24/2023 PARCEL: 122205100017 APPLICANT: PAUL RICHARD D&SHARON R OWNER: PAUL RICHARD D&SHARON R P O BOX 1739 P O BOX 1739 ALLYN,WA 98524 ALLYN,WA98524 1.360.275.4488 VALUATIONS: FEES: Paid Due Uncovered Deck 141.00 $2,115.00 Technology Surcharge $4.72 $0.00 State Fee-Residential $6.50 $0.00 Plan Check Fee $80.00 $0.00 Building Permit Fee $156.00 $0.00 Total: $2,115.00 Totals : $247.22 $0.00 REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection BLD-Final Inspection CONDITIONS ' All construction must meet or exceed all local and state ordinances in addition to 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 revocation. 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 Inspector shall be made prior to requesting additional inspections. Printed by:Annie Wilson on:06/27/2023 08:39 AM Page 1 of 2 Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton,WA 98584 360-427-9670 ext 352 www.masoncountywa.gov CARPORT/DECK/ COVERED BLD2023-00717 * Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance contact the Mason County Public Works Department prior to construction at Ext 450 * All RED stamped 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 Department prior to any further inspections being performed or approvals granted. * REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. * Proposed structure(s)must maintain a minimum of a 5'setback from all property lines, easements and 25'from all County and State Road right of ways. Setbacks are measured from the furthest projection of the structure. X * The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * 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 contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. * All building permits shall have a final inspection performed and approved by 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 Mason County ordinances and building regulations. * PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: � 3'1 �L 7 Contractor or Authorized Agent: � Date: � � � L C Printed by:Annie Wilson on:06/27/2023 08:39 AM Page 2 of 2 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 SHELTON:360 427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 Building Planning,Cnvironmentul Health,Community Health ELMA:360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY`" To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection.php Permit Number BLD2023-00717 Date Issued 06/27/2023 Issued By krl f e Project DECK REPLACEMENT(NO FOOTPRINT CHANGE) Site Address 20 E MARINE VIEW DR Applicant PAUL RICHARD D&SHARON R Contractor Contractor Phone Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type CARPORT/DECK/COVERED Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. "THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED." PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Department Building Official: Community Services Designee Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-in Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other MASON COUNTY COMMUNITY SERVICES Permit No: ql-" PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone131 N 2 6 ��23 Belfair.(360)2754467•Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: NAME: MAILING ADDRESS: ?0 E,MO rwm ILING ADDRESS: CITY: 001fum STATE: WA ZIP: CITY: STATE: ZIP: PHONE#1: Z5 PHONE: CELL: PHONE#2: EMAIL: EMAIL: t"IC•5 z a l�!'GL &I REG# EXP. PRIMARY CONTACT: OWNER® CONTRACTOR❑ OTHER❑ NAME 2YYCp EMAIL MAILING ADDRESS CITY STATE ZIP PHONE CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) P Aga0'5!'D0a 1 J ZONING LEGAL DESCRIPTION(Ahhreviatedl I_f 4 d V i ((A qC_ :T FIRE DISTRICT SITE ADDRESS ,2-0 F _f Y I(,4_JC iKs— view D r• CITY_A((y Y1 DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO❑ SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkall that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEWg ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,(enrage,Commercial Bldg, IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole ❑ YES(Parr[s)ofBldg) NO❑ DESCRIBE WORK SQUARE FOOTAGE:(proposed) 1 00 sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. EC � COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTUR *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL EAR LENGTH W TH BEDROOMS BATHS SERI MBER ------------ ENVIRONMENTAL HEALTH: SEWAGE/SEWE SEPTIC❑ SEWER❑ / W❑ EXISTING❑ PL G IN STRUCTURE? YES❑ NO❑ [fyes,attach comp ater Adequacy Form re_ RIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO[] EXIS' EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that 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 and I further declare that I am entitled to receive this permit and to do the work as proposed.1 have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PER PP ICATIOPTOF0 DA7 OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X 6 LZI,Z&7, Ignature of OWNER(Must be signed by the OWNER) D to DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH oo f44 flit f' F All w JJY.�tt '. �!`- >, t DECK PLAN SPECIFICTIONS Owners Name IchaAd-, L- Permit Number. 21)23--00� I Site address: 21) C V I L-'t,(Vbe. Parcel Number: I�,aa•�— 5 I— OCR I�- Submittal Requirements: 1. Building Permit Application 2. Site Plan must show all structures,septic,slopes,driveway,and shoreline. 1. Complete all items in form below. incomplete submittal will be returned.2018 IRC Section 507 Deck. DESCRIPTION EXAMPLE YOUR DECK 1. Overall Deck Size 10' wide x 12' tong 8'6" x 20 1. 2. Decking Surface Cedar or Trex Timbertech 2. 3. Height Above Grade 48" at highest point Ledger Board at 60"- HP at 75' 3. A.Joist Length&Size 72' and 2"x70" ��6"a�-� J'k►o" A. B. Ledger Size 2"x70" 2"x I0" B. C. Lateral Tension Device R507.9.2(1) & R507.2(2) C. 2 locations x 1500 LBS or 4 2 Locations locations x 750 LBS D.Spacing of Joist 76" O.C. or 24" O.C. 16" O.C. D. E.Joist Overhang/Cantilever E. (Max allowed 25%of Joist See Table 507.6 8" - approx. 9% Span) F. Beam Size 6"x10 6" x 10" F. G. Beam Overhang G. (Max allowed 25%of beam See Table R507.5(2) 9" Approx. 10% Span) H. Post Size 6"x 6" - 70' tall 4' x 4" - 75�� H. I. Post Spacing 48" Center- Center 60" Center- Center I. J. Footing Size Square 18"x 78" - 72"thick. J. See table 507.3.7 K. Ledger %"lag Screws @ 73" 1/2" [age Screws at 13" K. SEE PAGE TWO FOR DETAIL LOCATION The Mason County Deck,stair and landinG detail provides Guidance. https://www.co.mason.wa.us/forms/Community Dev/deck.pdf • Lumber used for construction,including ledgers,shall be of naturally durable or preservative treated wood. • Hardware and fasteners must be hot-dipped galvanized or stainless steel. • The included design criteria will not support a hot tub,jacuzzi or P? VIEWS • Decks using this design will be limited to a single joist span an 1n a eamr��.s, an pe a ncTyj'!tables. C:OM AE • The deck cannot be supported by a mobile or manufactured homfVIAS®N COUNTY BUILDING DEPARTMENT �� Date -a2pl-p?3 E l F J D � B K REVIEWED FOR u,,-)DE COMPLIANCE MASON COUNTY BUILDING DEPARTMENT `VM1 REVIEWED FOR CODE COMPLIANCE MAS N COUNTY B IT DIN DEPARTMENT CD Date 6-.24-�3 I � i t � � -LZFO �oskS =3 �. p QGC 5 e ,� p-A-0� Deck Footing Size Requirements Table R507.3.1 Soil bearing Capacity Live or Ground Tributary Snow Load Area 1500 psf (psf) (sq. ft.) Side of a square Diameter of a round Thickness footing footing (Inches) riches inches 5 7 8 6 20 12 14 6 60 Live or 70 40 19 ,,.L._ Ground Snow 60 21 24 8 Load 80 25 28 9 100 28 31 11 120 30 34 12 140 33 37 13 160 35 40 15 a Interpolation permitted,extrapolation not permitted b Reserved c Footing dimensions shall allow complete bearing of the post d. If the support is a brr*or CMU pier,the footing shall have a minimum 2-inch projection on all sides. e Area.in square feet of deck surface supported by post and footings. f Minimum thickness shall only apply to plain concrete footings 12'MIN MANUFACTURED POST CONNECTOR IN ALLOWABLE SOILS TYRCAI PT POST '1 12 j GRADE ■ T f DIAMETER DEPTH PER TABLE THROUGH BOLTS PER TAB&E N BOTH D,RECTUNS MINIMUM 17 NOTE NOT SCREWS OF EEMBEDMENTBEDBEDMENT REVIEWED FOc . ,,"'.)DE COMPLIANCE MASON COUNTY '!GILDING DEPARTMENT s MASON COUNTY COMMUNITY SERVICES Building,Planning,Environmental Health,Community Health 2018 International Residential Code for single-story decks. The 2018 International Residential Code Section R507 contains additional information and details specific to deck construction. New or existing Open guards on decks more than 30 inches above grade or floor below shall Light required have members spaced so that a 4 inch diameter sphere cannot pass through. Guard Openings for required Stairway Notes: guards on the sides 1. Stairways shall be not less than 36'in width. of stair treads shall 2. Stairway risers shall be no greater than 7 314". not allow a 4 318' 3. Stairway treads shall have a minimum run of 10'. I 4. The length of Run and the height of Riser shall not ( diameter sphere to vary more than 318'in the run of the stair. pass through. 6. Stairs are required to be illuminated. 36'min. 6. Open risers are permitted if the opening is less height t than 4". 7. Tread nosing shall be not less than 314"but not more than 1-114"on stairways with solid risers. Except when treads are 11'or more. 8. Composite materials may require additional stringers. Deck 34-38"above Less than nosing's 6"dia. Handrail(See Details) 1 Guard required if 10'min.ru more than 30' from nosing to nosing Landing same Open risers 36'Min. width of stairs Less than 4'Ll } 7 314'max.rise Finished grade Deck Footing Size Requirements Table R507.3.1 Soil bearing Capacity Live or Ground Tributary Snow Load Area 1500 psf (Psf) (sq. ft.) Side of a square Diameter of a round Thickness footing footing (Inches) Inches inches 5 7 8 6 20 12 14 6 60 Live or 70 40 18 20 6 Ground Snow 60 21 24 8 Load 80 25 28 9 100 28 31 11 120 30 34 12 140 33 37 13 160 1 35 40 15 a, Interpolation permitted,extrapolation not permitted. b. Reserved. c. Footing dimensions shall allow complete bearing of the post. d. If the support is a brick or Ch4U pier,the footing shall have a minimum 2-inch projection on all sides. e. Area,in square feet,of deck surface supported by post and footings. f. Minimum thickness shall only apply to plain concrete footings, 17 MIN MANUFACTURED POST GONNECTOR IN ALLOWABLE SOILS TYP".CAL PT POST 12 GRADE ,j } -7 DIAMETER DEPTH y .- PER TABLE THROUGH BOLTS PER TABLE IN BOTH DIRECTIONS MINIMUM 12" NOTE.NOT SCREWS OF EMBEDMENT Code Re uirement Code Reference All wood must be pressure treated or of natural resistance to decay. IRC R317.1 Fasteners, hangers, nails, etc„ must be stainless steel, hot-dipped galvanized, or as IRC R317.3.1 specifically required for the specified wood preservative used. Lateral connection is required to resist overturning IRC R507.5.1 Ledger boards must be attached with structural wood screws to the building and all IRC R507.2 connections between the deck and dwelling must be flashed with metal flashing. Hold- IRC R507.2A down tension ties shall be installed in not less than 2 locations_ Joists are of appropriate size to support imposed loads. The span of a joist is measured from the centerline of bearing at one end of the joist to the centerline of bearing at the IRC R507.5 other end of the joist and does not include length of the overhangs. Use Table 1 to determine joists an based on lumber size and joistspacing. All decks,. balconies or porches, open sides of landings and stairs which are more than 30"above grade or a floor below must be protected by a guardrail not less than 36"high (42"for commercial or common areas of multi-family dwellings). Open guardrails and IRC R312 stair railings require intermediate rails or an ornamental pattern such that a ball 4" in diameter cannot pass through. Footings are of appropriate size to support imposed loads and extend a minimum of 12" below grade. See Table 1 for footingsizes. IRC 403.1.4 Columns and posts exposed to the weather or to water splash must be supported by and connected to concrete piers or metal pedestals projecting above grade. Columns IRC R317.1.2 and posts in contact with the ground or embedded in concrete or masonry must be of IRC R317.1.4 special pressure treated wood approved for ground contact. Positive connections required to secure posts to beams. IRC R507.7.1 Decks should not overhang beams by more than '/.the actual adjacent span, nor should IRC R507.5 beams overhang posts by more than '/.the actual beam span at the ends unless a IRC R507.6 specific design is calculated_ Floor joist spacing at 24"on center requires 2x decking, IRC R507.4 and floor joistspacing at 16"on center requires 1 Y.actual thickness. Deck stairs(exterior stairways)shall be provided with a source of illumination at the top IRC R303.8 landing, controlled from within the dwelling or by automatic means. Typical Handrail Elevation- IRC Section 311.7.8 Handrails are continuous for the full length of the flight. Handrails may be interrupted by a newel post at a turn, Wal Handrails are required on not ` less than one -. side of each Handrail ends returned co°+tnuous run of to the wall or terminated trews or flightin newel posts or safety wath four or more terminals users. The height of the handrail is measured vertically from the Sloped plane adjoining the tread nosing. TABLE R507.4 DECK POST HEIGHT Maximum Deck Post Heighta (feet-inches) L((Psf)b Post Species` Sized Tributary Areag,' (sq.ft.) 20 40 60 80 100 120 140 160 4 x 4 14-0 10-10 8-7 7-0 5-8 4-1 NP NP Douglas Fire, 4 x 6 14-0 13-10 11-1 9-5 8-2 7-3 6-4 5-4 Hem-fire, 6 x 6 14-0 14-0 14-0 14-0 14-0 13-3 10-9 6-11 60 Live SPFe Load, 8 x 8 14-0 14-0 14-0 14-0 14-0 14-0 14-0 14-0 :560 Redwoodr 4 x 4 14-0 10-3 7-0 NP NP NP NP NP Ground Snow Western 4 x 6 14-0 13-6 10-6 8-4 5-10 NP NP NP Load Cedarsf, 6 x 6 14-0 14-0 14-0 14-0 11-11 NP NP NP Ponderosa 8 x 8 14-0 14-0 14-0 14-0 14-0 14-0 14-0 14-0 Pinef, Red Pinef For SI:1 inch=25.4 mm,1 square foot=0.0929 m2,1 pound per square foot=0.0479 kPa,NP=Not permitted. a. Measured from the underside of the beam to top of footing or pier. b. 10 psf dead load.Snow load not assumed to be concurrent with live load. C. No.2 grade,wet service factor included. d. Notched deck posts shall be sized to accommodate beam size per in accordance with Section R507.5.2. e. Includes incising factor. f. Incising factor not included. g. Area,in square feet,of deck surface supported by post and footing. h. Interpolation permitted.Extrapolation not permitted. Deck Ledger Attachment Details & Specifications ❑Lag screws and bolts shall be staggered per diagram below. ❑Lag screw tips shall extend beyond the inside face of the band/rim joist. ❑Maximum gap between band/rim joist and ledger shall be 1/2"with spacer(s) ❑Flashing shall be installed to prevent water intrusion at structural attachment. ❑Deck Ledger shall be minimum 2"x 8" pressure preservative treated, No. 2 grade lumber. (IRC Section R507.9.1.1) ❑Deck ledger shall not be supported on stone or masonry veneer. TABLE R507.9.1.3(1) II DECK LEDGER CONNECTION TO BAND JOIST On-Center Spacing of Fasteners'(inches) Loads Joist 1/24nch diameter lag 1/2-inch diameter bolt Span' 1/2-inch diameter bolt with (psf) feet screw with 1/2-inch with 1/2-inch maximum f (feet) maximum sheathing°,' sheathings 1-inch maximum sheathing 6 22 36 35 60 Live 8 16 31 26 Load or 10 13 25 21 70 Ground 12 11 20 17 Snow Load 14 9 17 15 16 8 15 13 18 7 13 11 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per square foot=0.0479 kPa. a. Interpolation permitted. Extrapolation is not permitted. b. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. c. Dead load= 10 psf.Snow load shall not be assumed to act concurrently with live load. d. The tip of the lag screw shall fully extend beyond the inside face of the band joist. e. Sheathing shall be wood structural panel or solid sawn lumber. f. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. Up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to 1/2 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS Minimum End and Edge Distances and Spacing Between Rows Top Edge Bottom Edge Ends Row Spacing Ledgera 2 inchesd 3/4 inch 2 inchesb 1 5/8 inchesb Band Joist° 3/4 inch 2 incheSe 2 inchesb 1 5/8 inchesb For SI: 1 inch=25.4 mm a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.9.1.3(1). b. Maximum 5 inches. c. For engineered rim joists,the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). e. The 2 inches may be reduced to 3/<inch when the band joist is directly supported by a mudsill,a header or by double top wall plates. STAGGER FASTENERS !v IN 2 ROWS T 5_5'M1N_ 2 X Ir *DISTANCE SHALL HE PERMITTED TO 5"F=1 aX 8,5'M[N.FOR 2 x 1q BE REDUCED Tt34.5'IF LAD SCREWS T.5'M1W FOR 2 x 12 ARE USED OR 900 SPACING 19 REDUCED TO THAT OF LAG SCREWS TOATTACH 2 X 8 LEDGERS TO 2 X 8 2`! 1h3. BAND JOISTS. LE ER- LAG SCREW OR SMT 3d#"WN. FIGURE R507.9.1.3(1')PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS EXTERIOR SHEATHING EXISTING STUD WALL ► EXISTING 2x BAND JOIST OR ENGINEERED RIM BOARD 2"MIN. DECK JOIST 1 s/a"MIN. 5"MAX. LAG SCREWS OR BOLTS 2"MIN. O 0 0 FLOOR FRAMING O o .c�jo.a ..o JOIST HANGER O 'P . EXISTING o 0 FOUNDATION WALL �' Deck Attachment for Lateral Loads FIGURE R507.9.2(1) and FIGURE R507.9.2(2) HOLD-DOWN OR SIMILAR TENSION DEVICE Hold down tension devices FLOOR SHEATHING NAILING AT shall be installed in not less 6'MAXIMUM ON CENTER TO JOIST WITH MOLD-DOWN than two locations per deck,within 24 inches of end of the deck.Each + + + I + + + device shall have an + + + + allowable stress design I capacity of not less than fIITI 1,500 pounds. FLOOR JOIST J DECK JOIST SHEATHING MOTE: SIDING THIS DETAIL IS APPLICABLE FLASHING FOR WHERE FLOOR JOISTS ARE WATER TIGHTNESS PARALLEL TO DECK JOISTS. DECKING APPROVED JOIST HANGERS 2'MIN. 2x LEDGER WITH FASTENERS 04 ACCORDANCE WITH TABLE R507.9.1.30) HOLD-DOWN DEVICE MIN 750 LB.CAPACITY FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24'OF EACH END OF THE LEDGER,HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER_ A FULLY THREADED 31*'DIAMETER LAG SCREW PREDRILLED Wt MIN.3"PENETRATION TO CENTER OF TOP PLATE.STUDS,OR HEADER. R507.9.2 Deck lateral load connections. Lateral loads shall be transferred to the ground or to a structure capable of transmitting them to the ground.Where the lateral load connection is provided in accordance with Figure R507.9.2(1),hold-down tension devices shall be installed in not less than two locations per deck,within 24 inches of each end of the deck.Each device shall have an allowable stress design capacity of not less than 1500 pounds(6672 N). Where the lateral load connections are provided in accordance with Figure R507.9.2(2),the hold-down tension devices shall be installed in not less than four locations per deck,and each device shall have an allowable stress design capacity of not less than 750 pounds(3336 N). Exception:Decks not more than 30 inches above grade at any point may be unattached. TABLE R507.5(2) MAXIMUM DE%-*14 BEAM SPAN 60 PSF LIVE LOAD c Deck Joist Spana,i(feet) Beam 6 8 10 12 14 16 18 Beam Species° size Maximum Beam Spana,b,f(feet- inches) — - 1-2x6 3-8 3-1 2-8 _2-4 2-2 2-0 1-10 1-2x8 5-0 4-1 3-6 3-1 2-10 2-7 2-5 1-2x10 6-1 5-2 4-6 4-0 3-7 3-4 3-2 1-2x12 7-1 6-1 5-5 4-10 4-5 4-1 3-10 2-2x6 1 5-6 4-9 4-3 3-10 3-5 3-1 2-10 2-2x8 7-5 6-5 5-9 5-0 4-6 4-1 3-9 Douglas fir-larch9, 2-2x10 9-0 7-10 7-0 6-4 5-9 5-2 4-10 Spruce-pine-firs 2-2x12 10-6 9-1 8-1 7-5 6-10 6-4 5-10 3-2x6 6-11 6-0 5-4 4-11 4-6 4-2 3-10 3-2x8 9-3 8-0 7-2 6-6 6-1 5-6 5-0 3-2x10 11-4 9-10 8-9 8-0 7-5 6-11 6-5 3-2x12 13-2 11-5 10-2 9-4 8-7 1 8-1 7-7 1-2x6 6-9 3-2 2-9 2-5 2-2 2-0 1-11 1-2x8 4-10 4-2 3-7 3-2 2-11 2-8 2-6 1-2x10 5-10 5-1 4-6 4-1 3-8 3-5 3-3 1-2x12 6-10 5-11 5-3 4-10 4-5 4-2 3-11 2-2x6 5-7 4-10 4-4 3-11 3-6 3-2 2-11 Redwood'', Western 2-2x8 7-1 6-2 5-6 5-0 4-7 4-2 3-10 Cedars', Ponderosa 2-2x10 8-8 7-0 6-9 6-2 5-8 5-4 4-11 Pine', Red Pine' 2-2x12 10-1 8-9 7-10 7-2 6-7 6-2 5-10 3-2x6 6-8 6-1 5-5 5-0 4-7 4-3 3-11 3-2x8 8-9 7-9 6-11 6-4 5-10 5-5 5-2 3-2x 10 10-11 9-5 8-5 7-8 7-2 6-8 6-3 3-2x12 12-8 10-11 9-9 8-11 8-3 7-9 7-3 For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square foot=0.0479 kPa,1 pound=0.454 kg. a. Interpolation permitted.Extrapolation not permitted. b. Beams supporting a single span of joists with or without cantilever. C. Dead load=10 psf,UA=360 at main span,UA=180 at cantilever.Snow bad not assumed to be concurrent with live bad. d. No.2 grade,wet service factor included. e. Beam depth shall be equal to or greater than the depth intersecting joist for a flush beamconnection. f. Beam cantilevers are limited to the adjacent beam's span divided by4. 9. Includes incising factor. h. Incising factor not included. i. Deck joist span as shown in Figure R507.5. RIM PRii�VMTY PfU64A#tY STRUCTURE S T PUC's URE FOR CAi�TILEVEREO JOISTS BLOCKING OR OTHER LATERAL. LEDGER LEDGER RESTRAINT REOLHREO OVER BOARD JOIST BOARD BEAM JOIST Y JOISTS .kOiSTSEIR REAM N,At3END GER tiAN sER > EACH END SEANt �> POST(£EYONO) )/f POST(BEYOND) / + JOIST SPAN a,T SPAN MEASURQ__ CENTERLB+EE TO CENTERLINE COP EVER OFj STHANGERS CANTILEVERED JOISTS WITH DROPPED BEAM JOISTS WITH FLUSH BEAM RIM FOR CANTILEVERED JOISTS BLOCKING OR OTHER LATERAL RESTRAINT REWRELI OVER SEAM r—.SST J'1 op 14 t SST INGER SEAM 'A'+ JE?R ° BEAM EACH END POST(BEYOND) POST(BEYOND) ---► .—W-- JOIST SPAN JOIST S'AIN MEA.r"URED3 OPTIONALOPTiOftAt CENTERUNE TO CENTERLI E CANTILELLtER CANTILEVER OF ILNSTx !HERS JOISTS ON FREE-STANDING DECK JOISTS ON FREE-STANDING DECK NTH DROPPED BEAM WITH FLUSH SEAPA DECKING MATERIAL TYPE AND MAXIMUM ON-CENTER SPACING NOMINAL SIZE Decking perpendicular to Decking diagonal to joist joist(a) 1 '/4- inch-thick wood 16 inches 12 inches 2-inch-thick wood 24 inches 16 inches Plastic composite In accordance with Section In accordance with R507.2 Section R507.2 (a) Maximum angle of 45 degrees from perpendicular for wood deck boards. TABLE R507.6 MAXIMUM DECK JOIST SPANS Allowable Joist Spanb,° Maximum Cantileverf,9(feet-inches) Loada Joist Joist (feet-inches) (psf) Species' Size Joist Spacing(inches) Adjacent Joist Back Span9(feet) 12 16 24 4 6 8 10 12 14 16 18 60 Live Douglas fir- 2x6 7-11 7-1 5-9 1-0 1-6 NP NP NP NP NP NP Load or larche, 70 Hem-fire, 2x8 10-5 9-5 7-8 1-0 1-6 2-0 2-1 NP NP NP NP Ground Spruce- 2x10 13-3 11-6 9-5 1-0 1-6 2-0 2-6 2-8 NP NP NP Snow pine-fire Load 2x12 15-5 13-4 10-11 1-0 1-6 2-0 2-6 3-0 3-3 NP NP Redwood', 2x6 7-4 6-8 5-10 1-0 1-4 NP NP NP NP NP NP Western Cedars', 2x8 9-8 8-10 74 1-0 1-6 1-11 NP NP NP NP NP Ponderosa 2x10 12-4 11-0 9-0 1-0 1-6 2-0 2-6 2-6 NP NP NP Pine', Red Pine' 2x12 14-9 12-9 10-5 1-0 1-6 2-0 2-0 3-0 3-0 NP NP For SI: 1 inch=25.4 mm, 1 foot=304.8 mm,1 pound per square foot=0.0479 kPa, 1 pound=0.454 kg,NP=Not permitted. a. Dead load=10 psf dead load.Snow load not assumed to be concurrent with live load. b. No.2 grade,wet service factor included. C. L/A=360 at main span. d. L/A=180 at cantilever with 220-pound point load applied to end. e. Includes incising factor. f. Incising factr not included. g. Interpolation permitted.Extrapolation not permitted. SAFETY GLAZING: Glazing where the bottom GLAZING NOT REGULATED exposed edge of the glazing BY SECTION R308.4.6 is less than 36 inches above the plane of the adjacent walking surface of stairways, landingsEl between flights of stairs / ,', SAFETY and ramps shall be ,%,- GLAZING SAFETY ! considered a hazardous S LAZING f 'X location. [IRC R308.4.6] <36 INCHES ',', Glazing adjacent to the +�'� ,1' <36 INCHES landing at the bottom of a stairway where the glazing is less than 36 inches LANDING above the landing and within a 60 inch arc measured from the bottom tread shall be considered a hazardous location. [IRC R308.4.7]