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HomeMy WebLinkAbout1205 E 5th St_BLD875_2026 BUILDING INSPECTION REPORT — Residential Deck Permit No. 875 Address: 1205 E. 5th Street Contractor: Aperture Construction Owner: Kelly Date: 3/25/2016 ® APPROVAL ❑ PARTIAL APPROVAL ❑ CORRECTION ❑ OTHER INSPECTION: Elevated Deck SETBACKS: © HANDRAILS: FOOTING: ® BENCHES: ❑ POSITIVE CONNECTION: ® GLAZING: ❑ LATERAL RESTRAINT: LEDGER CONNECTION: STAIRS: ❑ FRAMING: GUARDS: Date: 3/25/2016 Inspector: Kevin Olander BUILDING INSPECTION REPORT— Residential Deck Permit No. 875 Address: 1205 E. 5th Street Contractor: Aperture Construction Owner: Kelly Date: 3/25/2016 f� APPROVAL ❑ PARTIAL APPROVAL ❑ CORRECTION ❑ OTHER INSPECTION: Elevated Deck SETBACKS: t� HANDRAILS: ❑ FOOTING: Ip BENCHES: ❑ POSITIVE CONNECTION: ❑ GLAZING: ❑ LATERAL RESTRAINT: ❑ LEDGER CONNECTION: ❑ STAIRS: ❑ FRAMING: ❑ GUARDS: ❑ Date: 3/25/2016 Inspector: Kevin Olander i CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:1205 E 5th Street Permit#:875 Parcel#:31050100301200 Valuation:2000,00 OWNER APPLICANT CONTRACTOR Name:LEE KELLY J Name:Aperture Construction Name:Aperture Construction Address: 1205 E 5TH ST Address:7724 238th Place SW Address:7724 238th Place SW City,State Zip:ARLINGTON,WA 98223-1118 City,State Zip:Edmonds,WA 98026 City,State Zip:Edmonds,WA 98026 Phone: Phone:206-802-4181 Phone:206-802-4181 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Deck CODE YEAR: 2012 STORIES: CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 0 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRC 110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded "ty-a rljilg oMl.}I OL. Signature Print Name Date Released By 'e' ate CONDITIONS See redlined drawing and attached Prescriptive Residential Wood Deck Construction Guide. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 1/7/2016 Building Permit Fee $93.60 1/7/2016 Building Plan Review Fee $60.84 Total Due: $154.44 Total Payment: $0.00 Balance Due: $154.44 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon L C-6 LU cz:1 <4- CC SIT 0 Iz- _____ - rl- 3dSN IHIAe ON CD I CMU vs fr - ,.j -� ��"' _ ___.___ C13 UddV 30 Waiina"--, -av do m ;,.._ �I r Design for Code Acceptance Prescriptive Residential Wood Deck Construction Guide Based on the 2012 International Residential Code guard decking ledger board blocking fasteners existing house floor construction ° \ ° I guard post ledger board attachment ° CI MMM TON BU L DEPARTMENT rim joist joists AP ROVED ° beam ° post-to-beam nA c BY (flush,tight he ing) Np CWANOES AUTHORIZED footing joist-to-beam post UNLESS APPROVED BY THE connection BUILDING INSPECTOR Where applicable, provisions and details contained in this document are based on the International Residential Code(IRC)[bracketed text references applicable sections of the IRC]. Prescriptive construction methods recommended meet or exceed minimum requirements of the IRC. Provisions that are not found in the IRC are recommended as good industry practice.Where differences exist between provisions of this document and the IRC, provisions of the IRC shall apply. This document is not intended to preclude the use of other construction methods or materials.All construction and materials must be approved by the authority having jurisdiction. Every effort has been made to reflect the language and intent of the IRC. However, no assurance can be given that designs and construction made in accordance with this document meet the requirements of any particular jurisdiction. Copyright©2015 American Wood Council a. .r: I CONTENTS MINIMUM REQUIREMENTS & LIMITATIONS...........2 PROHIBITED LEDGER ATTACHMENTS...................15 DECKING REQUIREMENTS...........................................3 LEDGER BOARD FASTENERS.................................... 15 JOIST SIZE.........................................................................3 NON-LEDGER DECKS -VERTICAL LOADS.............17 BEAM SIZE&ASSEMBLY REQUIREMENTS .............5 DECK LATERAL LOADS..............................................17 DECK FRAMING PLAN...................................................8 GUARD REQUIREMENTS............................................19 JOIST-TO-BEAM CONNECTION....................................9 GUARD POST ATTACHMENTS .................................. 19 JOIST HANGERS..............................................................9 STAIR REQUIREMENTS...............................................20 POST REQUIREMENTS.................................................10 STAIR HANDRAIL REQUIREMENTS.........................22 RIM JOIST REQUIREMENTS........................................I I STAIR FOOTING REQUIREMENTS............................22 FOOTINGS.......................................................................I I STAIR LIGHTING REQUIREMENTS...........................22 LEDGER ATTACHMENT REQUIREMENTS...............13 FRAMING AT CHIMNEY OR BAY WINDOW...........23 MINIMUM REQUIREMENTS& LIMITATIONS zinc-coated galvanized steel, stainless steel,silicon 1. This document applies to single level residential bronze, or copper. Hot-dipped galvanized wood decks that are attached to the house to resist fasteners shall meet the requirements of ASTMA lateral forces. [R507.2.3] 153, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware, Class D 2. Overall deck length shall be equal to or less than for fasteners 3/8" diameter and smaller or Class C overall deck width. See DECK FRAMING PLAN for for fasteners with diameters over 3/8". definition of deck length and width. • Fasteners other than nails and timber rivets shall 3. Minimum post size is 6x6 nominal and maximum post be permitted to be of mechanically deposited zinc- height shall be in accordance with Table 4. coated steel with coating weights in accordance 4. All lumber shall be identified by the grade mark of, with ASTMB 695, Class 55, minimum. or certificate of inspection issued by, an approved • All connectors(joist hangers,cast-in-place post lumber grading or inspection bureau or agency anchors, etc.)shall be galvanized or shall be (www.alsc.org). All lumber and glued laminated stainless steel. Hardware to be hot-dipped prior to timber shall be a naturally durable species(such as fabrication shall meet ASTMA 653, Standard Redwood or Western Cedars with 90 percent or Specification for Steel Sheet, Zinc-Coated more of the width of each side is heartwood); or be (Galvanized) or Zinc-Iron Alloy-Coated preservatively treated with an approved process in (Galvannealed) by the Hot-Dip Process,G-185 accordance with American Wood Protection coating. Hardware to be hot-dipped galvanized Association standards(Table 1) [R317 and R318]. after fabrication shall meet ASTMA 123, All lumber in contact with the ground shall be Specification for Zinc (Hot-Dip Galvanized) approved preservative treated wood suitable for Coatings on Iron and Steel Products. ground contact. [R317.1.2]All cuts shall be field treated with an approved preservative(such as • Fasteners and connectors exposed to salt water or copper naphthenate) [R402.1.2]. located within 300 feet of a salt water shoreline shall be stainless steel grade 304 or 316. 5. All nails shall meet the requirements ofASTMF 1667.Threaded nails as stated in this document • Fasteners and connectors shall be of the same include helical(spiral)and annular(ring-shank) corrosion-resistant material. nails. Wood screws shall meet the requirements of • Other coated or non-ferrous fasteners or hardware ANSI/ASME B18.6.1. Bolts and lag screws shall shall be as approved by the authority having meet the requirements ofANSIIASME B18.2.1. jurisdiction. 6. Throughout this document, 1/2" diameter bolts and 8. Decks supporting large concentrated loads such as lag screws are specified for various connections. hot tubs are beyond the scope of this document. Edge distance and spacing requirements are based 9. This document does not apply to decks which will on '/2" diameter fasteners. If larger(or smaller) experience snow loads, snow drift loads, or sliding fasteners are specified,edge distance and spacing snow loads that exceed 40 psf. shall be adjusted. 10. Lateral load resistance is limited to the prescriptive 7. To resist corrosion,the following is required provisions of R507.2.3 of the IRC. Alternative loads [R317.3]: and detailing shall be approved by the authority ■ All screws, bolts,washers,nuts,and nails for use having jurisdiction. with preservative treated wood shall be hot-dipped American Wood Council 11. Flashing shall be corrosion-resistant metal [R703.8] 12. Decks shall not be used or occupied until final of minimum nominal 0.019-inch thickness or inspection and approval is obtained. approved non-metallic material.Aluminum should 13. This document is not intended to preclude the use of not be used in direct contact with lumber treated other construction methods or materials not described with preservatives that contain copper such as ACQ, herein. Copper Azole,or ACZA. Table 1. Common Species and Use Categories for Decay Resistance.' Species Above Ground Ground Contact Southern Pine X X N Douglas Fir-Larch X X ca aa) Hem-Fir X X I— ab SPF X MPonderosa Pine X X (D Red Pine X X N li Redwood X X Western Cedars X L- Redwood X M z o Western Cedars X 1.Use categories listed in Table 1 are based on the American Wood Protection Association(AWPA)Book of Standards. 2.Above Ground—UC313; Ground Contact—UC4A. 3.Naturally durable species with 90%heartwood in width on each side need not be treated per minimum requirements. DECKING REQUIREMENTS authority having jurisdiction;however,connections All decking material shall be composed of dimension equivalent to those shown for lumber or span rated lumber(2" nominal thickness)or span rated decking in decking are assumed. accordance with the American Lumber Standard JOIST SIZE Committee Policy for Evaluation of Recommended Spans for Span Rated Decking Products (November S, The span of a joist,L, is measured from the face of 2004). Attach decking to each joist with 2-8d threaded support at one end of the joist to the face of support at nails or 2-48 screws. Space decking boards the other end of the joist and does not include the length approximately 1/s" apart. See Figure 11 for decking of the overhangs, Lo. Use Table 2 to determine connection requirements at the rim joist. Decking allowable joist span,LJ,based on lumber size and joist placement may range from an angle perpendicular to the spacing. Joist span,L, must be less than or equal to joists to an angle of 45 degrees to the joists. Each allowable joist span, Lj. Overhang length is the lesser of segment of decking must bear on a minimum of 3 joists allowable overhang, Lo,or one fourth the joist span, L/4. (or 3 supports). See Figure 1 and Figure 2 for joist span types. Decking not meeting these requirements may be substituted when the product has been approved by the American Wood Council e • , Y v 1 1 1 1 1 1 1 1 Table 2. Maximum Joist Spans and Overhangs.' Joist Spacing (o.c.) 12" 16" 24" 12" 16" 24" Species Size Allowable Span 2 Lj Allowable Overhang' Lo 2x66 9'- 11" 9'- 0" 7'-7" 1'- 0" 1'- 1" 1'- 3" 2x8 13'- 1" 1V- 10" 9'-8" 1'- 10" 2'-0" 2'-4" Southern Pine 2x10 16'- 2 14'-0 11 -5 3 - 1' 3 -5 2'- 10', 2x12 18'-0" 16'-6" 13'-6" 4'-6" 4'-2" 3'-4" 2x66 9'-6" 8'-4" 6'- 10" 0'- 11" 1'-0" 1'-2" Douglas Fir- 2x8 12'-6" 1 V- 1" 9'- 1" 1'- 8" 1'- 10" 2'-2" Spruce-Pine-Fir' 4 2x10 15'- 8" 13'-7" 11'- 1" 2'- 10" 3'-2" 2'- 9" 2x12 18,- 0" 15'-9" 12'- 10" 4'-4" 3'- 11" 3'-3" Redwood, 2x66 8'- 10" 8'-0" 6'- 10" 0'- 9" 0'- 10" 0'- 11" Western Cedars, 2x8 11'- 8" 10'-7" 8'-8" 1'- 5" 1'-7" 1'- 9" Ponderosa Pines, 2x10 14'- 11" 13'-0" 10'-7" 2'- 5" 2'-7" 2'- 8" Red Pine 5 2x12 17'- 5" 15'- 1" 12'-4" 3'- 7" 3'- 9" 3'- 1" 1 Assumes 40 psf live load,10 psf dead load, No.2 stress grade,and wet service conditions. 2.Assumes U360 deflection. 3.Maximum allowable overhang cannot exceed U4 or%of actual main span.Assumes cantilever length/180 deflection with 220 lb point load(See Figure 1A and Figure 2). 4 Incising assumed for Douglas fir-larch,hem-fir,and spruce-pine-fir. 5.Design values based on northern species with no incising assumed. 6.Ledger shall be a minimum of 2x8 nominal.Where guards are required,outside joists and rim joists shall be a minimum of 2x8 nominal. 7.Joist length prescriptively limited to 18'-0"for footing design. Figure 1A. Joist Span—Joists Attached at House and Bearing Over Beam. existing wall optional overhang joist rim joist I/I-- blocking (at overhanging III joists only) joist hanger ledger board beam(flush tight bearing) post Lo or U4 - -- - maximum -- joist span(L5LJ overhang See Table 2 American Wood Council c� ' r , Figure 1 B. Joist Span—Joists Attached at House and to Side of Beam. existing wall joist beam* joist hanger i ledger board *Note:beam depth must be equal to or greater than joist post �.` depth if joist hangers are used joist span(LsLJ See Table 2 Figure 2. Joist Span—Non-Ledger Deck. existing wall optional overhang optional overhang — rim joist 1111 blocking(at overhanging �I II rim joist II 1 joists only) III beam (flush tight bearing) joist beam (flush tight bearing) post post Lo or U4 joist span(LSL�) Lo or U4 t maximum maximum i I overhang See Table 2 overhang BEAM SIZE& ASSEMBLY REQUIREMENTS Joists shall not frame in from opposite sides of the same Deck beam spans shall be in accordance with Table 3 beam. See JOIST-TO-BEAM CONNECTION details, and can extend past the post face up to L13/4 as shown in Figure 6. Figure 3. Joists may bear on the beam and extend past Where multiple 2x members are used,the deck's beam is the beam face up to the lesser of Lo or L/4 as shown in assembled by attaching the members identified in Table Figures I and 2, or the joists may attach to the side of 3A in accordance with Figure 4 [Table R602.3(1)]. the beam with joist hangers as shown in Figure 1B. American Wood Council L �� I II 'd—_ PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE Table 3A. Dimension Lumber Deck Beam Spans (LB)' for Joists Framing from One Side Only. Joist Spans(L) Less Than or Equal to: Species Size 6' 8' 10, 12' 14' 16' 18, 2-2x6 6'-8" 5'-8" 5'- 1" 4'-7" 4'- 3" 4'-0" T- 9" 2-2x8 8'-6" 7'-4" 6'-6" 5'- 11" 5'-6" 5'- 1" 4'-9" 2-2x10 10'- 1" 8'-9" T-9" T- 1" 6'-6" 6'- 1" 5'-9" Southern Pine 2-2x12 11'- 11" 10'-4" 9'-2" 8'-4" T- 9" T-3" 6'-9" 3-2x6 T- 11" T-2" 6'-5" 5'- 10" 5'-5" 5'-0" 4'- 9" 3-2x8 10'-7" 9'-3" 8'- 3" T-6" 6- 11" 6'-5" 6'- 1" 3-2x10 12'-9" 1V-0" 9'-9" 8'-9" 8'- 3" T-8" 7'-3" 3-2x12 15'-0" 13'-0" 11'-7" 10'-6" 9'-9" 9'- 1" 8'-7" 3x6or2-2x6 5'-2" 4'-5" 3'- 11" 3'-7" T-3" 2'- 10" 2'-6" 3x8or2-2x8 6'-7" 5'-8" 5'- 1" 4'-7" 4'- 3" T- 10" 3'-5" Douglas Fir- 3x10 or 2-2x10 8'- 1" T-0" 6'-3" 5'-8" 5'- 3" 4'- 10" 4'-5" Larch 2, Hem- 3x12 or 2-2x12 9'- 5" 8'-2" T- 3" 6'-7" 6'- 1" 5'-8" 5'-4" Fire, Spruce- 4x6 6'-2" 5'- 4'-8" 4'-3" 3'- 11" 3'-8" 3'- 5" Pine-Fire, _ 3" Redwood, 4x8 8'-2" T-0" 6'-3" 5'-8" 5'- 3" 4'- 11" 4'-7" Western 4x10 9'- 8" 8'-4" T-5" 6'-9" 6'- 3" 5'- 10" 5'-5" Cedars, 4x12 11'-2" 9'-8" 8'-7" T- 10" T-3" 6'-9" 6'-4" Ponderosa Pine 3, Red 3-2x6 7'- 1" 6'-5" 5'-9" 5'-3" 4'- 10" 4'-6" 4'- 3" Pine 3-2x8 9'-5" 8'- 3" 7'-4" 6'-8" 6'-2" 5'-9" 5'-5" 3-2x10 11'-9" 10'-2" 9'- 1" 8'-3" 7'-7" T- 1" 6'-8" 3-2x12 13'-8" 11'- 10" 10'-6" 9'-7" 8'- 10" 8'-3" T- 10" 1.Assumes 40 psf live load, 10 psf dead load,U360 simple span beam deflection limit,cantilever length/180 deflection limit,No.2 stress grade,and wet service conditions. 2.Incising assumed for Douglas fir-larch,hem-fir,and spruce-pine-fir. 3.Design values based on northern species with no incising assumed. 4.Beam depth must be equal to or greater than joist depth if joist hangers are used(see Figure 6,Option 3). American Wood Council PRESCRIPTIVE RESIDENTIAL 1 1 1 DECK CONSTRUCTIONGUIDE Table 313. Glued Laminated Timber Beam Spans (LB)' for Joists Framing from One Side Only. Joist Spans (L) Less Than or Equal to: Stress Class2 Width Depth' 6' 8' 10, 12' 14' 16' 18, 9-1/2" 12'-2" 10'-6" 9'-4" 8'-6" 7'-10" T-4" 6'-11" Balanced or 3-1/2" 11-7/8" 15'-2" 13'-l" 11'-8" 10'-8" 9'-10" 9'-2" 8'-8" Unbalanced 20E-1.5E 14" 17'-10" 15'-5" 13'-9" 12'-7" 11'-7" 10'-10" 10'-2" And Higher Grade 11-7/8" 18'-0i5 16'-8" 14'-10" 13'-7" 12'-6" 11'-8" 11'4" Cedar 5-1/4" 14" 18'-0i5 18'-0"5 17'-6" 15'-11" 14'-9" 13'-9" 13'-0" 16" 18'-0i5 18'-0i5 18'-0i5 18'-0i5 16'-10" 15'-9" 14'-10" 9-1/2" 13'-11" 12'-l" 10'-9" 9'-10" 9'-1" 8'-6" 8'-0" 3-1/2" 11-7/8" 17'-5" 15'-l" 13'-5" 12'-3" 11'-4" 10'-7" 10'-0" Unbalanced 24F-1.8E Douglas Fir-Larch or 14" 18'-0i5 17'-9" 15'-10" 14'-5" 13'-4" 12'-6" 11'-9"Southern Pine 11-7/8" 18'-0i5 18'-0i5 17'-1" 15'-7" 14'-5" 13'-6" 12'-8" 5-1/4" 14" 18'-0"5 18'-0i5 18'-0i5 18'-0i5 17'-0" 16-10" 14'-11" 16" 18'-0i5 18'-0"5 18'-0i5 18'4"5 18'-0"5 18'-0"5 17'-0" 9-1/2" 13'-11" 12'-7" 11'-8" 11'-0" 10'-5" 9'-11" 9'-7" 3-1/2" 11-7/8" 17'-5" 16-10" 14'-8" 13'-9" 13'-1" 12'-6" 12'-0" Balanced 24F-1.8E 14" 18'-0"' 18'-0" 17'-4" 16'-3" 15'-5" 14'-9" 14'-2" Douglas Fir-Larch or Southern Pine 11-7/8" 18'-0i5 18'-0" 17'-4" 16'-3" 15'-5" 14'-9" 14'-2" 5-1/4" 14" 18'4 18'-0"° 18'-0"3 18'-0 18'-0"' 17'-6" 16'-9" 16" 18'-0i5 18'-0"5 18'-0" 18'-0" 18'4i5 18'-0"5 18'4" 1.Assumes 40 psf live load, 10 psf dead load,U360 simple span beam deflection limit,cantilever length/180 deflection limit.Glued laminated timber shall be naturally durable or preservative treated with an oil-borne treatment in accordance with AWPA U1.See MINIMUM REQUIREMENTS&LIMITATIONS. 2.Preservative treated structural composite lumber of equal or greater capacity can be substituted. 3.Beam widths of 3-1/8"or wider can be used for the tabulated 3-1/2"width,and beam widths of 5-1/8"or wider can be used for the tabulated 5-1/4"width. 4.Beam depth must be equal to or greater than joist depth if joist hangers are used(see Figure 6,Option 3). 5.Beam span prescriptively limited to 18'-0"for footing design. Figure 3. Beam Span. joists above optional overhang(may occur at each end) IUI IUI IUI IUI Al IN IAI IAI - -- -- --Ll I i beam beam splice at interior post post,typical locations LB/4 max. beam span(LB): beam span(LB): LB/4 max. overhang See Table 3 See Table 3 overhang American Wood Council 1 I ► ► ► ► ► ► ► Figure 4. Beam Assembly Details. 10d threaded nail or#10 wood 2 threaded nails or screws at each end or screw z3" long, staggered in splice end;splices shall be located only over 2 rows interior posts(Figure 3) AF If a beam is constructed with 3-members, 16" attach each outside member to the inside typical member as shown here. DECK FRAMING PLAN The overall deck length shall be equal to or less than the A framing plan shows the width, length,joist and beam overall deck width. Stairs and stair landings shall not be layout;the location of the ledger board,posts,and included in determining the overall deck length or width. footings; and the type,size, and spacing of the ledger See Figure 5 for an example of a typical deck framing board fasteners. plan. Figure 5. Typical Deck Framing Plan. Lumber species: (see Table 1) Chimney or r = Bay Window _x_ledger a� board with%"dia. Y bolts/lag screws/anchors a) CU@ O.C. o m � (see Table 5) ~ N CC X 0 C O -- joist hanger: Ibs o _ (see Table 3A) C X double or triple trimmer hanger: Ibs C o o, J -6 Cr `o (see Table 7) ( dU o `o � X trimmer r Y E a v o o J (see Figure 35) a m > cal �� min. rim joist 0 6x6 post t 1 t 1 stair stringers: cut or solid 17-7 span: CO t (see Figure 28) B > 0 treads: x (see Table 6) ty LBA max. beam span(La):see Table 3 single, LBA max. overhang 0. 1 overhang double,or triple_x_; LB=_'-_ overall deck width: American Wood Council RESIDENTIALPRESCRIPTIVE O► ► DECK CONSTRUCTION JOIST-TO-BEAM CONNECTION must have a minimum capacity of 100 lbs in both uplift Each joist shall be attached to the beam as shown in and lateral load directions. Joists may also attach to the Figure 6.Joists may bear on and overhang past the beam side of the beam with joist hangers per Option 3.Joists face the lesser of Lo or L/4 when Option I or Option 2 is shall not frame in from opposite sides of the same beam. used to attach the joist to the beam and blocking is See JOIST HANGERS for more information. Hangers, provided between joists at beam bearing. Mechanical clips, and mechanical fasteners shall be galvanized or fasteners or hurricane clips used,as shown in Option 2, stainless steel (see MINIMUM REQUIREMENTS). Figure 6. Joist-to-Beam Detail. 3-8d threaded OPTION 1 OPTION 2* OPTION 3* toe nails mechanical (2 on one side, fastener or top of beam or 1 on the other) hurricane clip joist ledger and joist hanger must be at same elevation beam *see manufacturer's recommendations for additional requirements JOIST HANGERS Figure 7. Typical Joist Hangers. Joist hangers, as shown in Figure 7, shall have a depth of joist hanger with inside flanges at least 60/o of ledger or beam depth. Each hanger shall have a minimum vertical capacity in accordance with Table 3A. The joist hanger shall be selected from an ° approved manufacturer's product data based on the dimensions of the joist or header it is carrying.Joist ° hangers and fasteners shall be corrosion resistant(see MINIMUM REQUIREMENTS). ° o ° Use joist hangers with inside flanges when clearances to ° the edge of the beam or ledger board dictate. Do not use clip angles or brackets to support joists. Table 3A. Joist Hanger Vertical Capacity. Joist Size Minimum Capacity, Ibs 2x6 400 W 500 2x10 600 2x12 700 American Wood Council 1 POST REOUIREMENTS Figure 813. Alternate Approved Post-to-Beam All deck post sizes shall be 6x6 (nominal)or larger,and Post Cap Attachment. the maximum height shall be in accordance with Table 4 Solid sawn or and measured from grade or top of foundation, - �- _ ----..�.� multi-ply beam whichever is highest,to the underside of the beam. Under prescriptive limits of this document, 8x8 nominal posts can be substituted anywhere in Table 4 but are limited to a maximum height of 14'-0". Posts shall be centered on footings. Cut ends and notches of posts shall be field treated with an approved preservative(such as ° l' copper naphthenate) [R402.1.2].The beam shall be o Q attached to the post by notching as shown in Figure 8A 6x6 min. ° or by providing an approved post cap to connect the post / beam and post as shown in Figure 8B.All 3-ply beams ° shall be connected to the post by a post cap.All through- bolts shall have washers under the bolt head and nut. Attachment of the beam to the side of the post without notching is prohibited(see Figure 9). Figure 9. Prohibited Post-to-Beam Attachment Condition. Provide diagonal bracing parallel to the beam at each corner post greater than 2'-0"in height as shown in Figure 10. Diagonal bracing is prohibited on center posts. Bracing shall be fastened to the post at one end and the beam at the other with'/z"diameter lag screws. For non-ledger decks,(see Figure 21)diagonal bracing tfi?' wl may be omitted at the beam and posts adjacent to the — lag screws, or Note:Support of beams ed - lag screws,or fasteners only is prohibited. house. nails. Bearing is required.See Figure 8A. Figure 8A. Post-to-Beam Attachment Requirements. (2)YZ'dlameter single 3"or 4" through-bolts nominal or double with washers 2"nominal beam 1-2" s5" Figure 10. Diagonal Bracing. beam must _ g g g bear fully on >3/ notched 6x6 6x6 min. z2YZ" I (V beam 10 I I®®I m 2 I I I 2x4,typical (1) 1/2"diameter lag screw with z3/4 a' washers,typical rn Typical Post At Splice H H DIAGONAL BRACING PARALLEL TO BEAM Note: Diagonal Bracing is prohibited on center posts. American Wood Council ya �i RIM JOIST REQUIREMENTS Attach a continuous rim joist to the ends of joists as shown in Figure 11. Attach decking to the rim joist as shown in Figure 11. For more decking attachment requirements, see DECKING REQUIREMENTS. Figure 11. Rim Joist Connection Details. joists secure decking to top of rim joist with 10d threaded nails or#10 x 3" minimum wood screws @ 6"o.c. s ® attach rim joist to end of each joist with (3) 10d threaded nails or(3)#10 x 3" ® minimum wood screws rim joist FOOTINGS [R4031 DECK FOOTINGS CLOSER THAN 5'-0" TO AN See Figure 12 and Table 4 for footing size, footing EXTERIOR HOUSE FOUNDATION WALL MUST thickness,and post attachment options and requirements. BEAR AT THE SAME ELEVATION AS THE All footings shall bear on undisturbed soil at least 12 FOOTING OF THE HOUSE FOUNDATION. inches below the undisturbed ground surface or below Do not construct footings over septic systems or leach the frost line,whichever is deeper.Contact the authority fields,utility lines,or enclosed meters. Contact local having jurisdiction to determine the specified frost line. utilities(call 811)before digging. Bearing conditions shall be verified in the field by the pre-manufactured post anchors shall be galvanized or building official prior to placement of concrete. Where stainless steel. See MINIMUM REQUIREMENTS. the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity shall be determined by a soils investigation. American Wood Council Table 4. Post Height for 6x65 and Footing Sizes for all Posts. Post Heights' Footing SizeS2 J r C a N C C ram`+ C LL fA ro ro ro w a L c ++ �, C IL .,-a N LL LL L N a. W � d a LO C 'a M M m 7 (n cc LL V V � 3 0 M C C 00 = a° tY CO)DI 0 c u. 510' 14' 14' 14' 14' 14' 18" 16"x16" 7" 6' <_14' 14' 14' 14' 14' 14' 21" 18"x 18" 8" 518' 14' 14' 12' 14' 11' 24" 21"x21" 10" :510' 14' 14' 14' 14' 14' 20" 18"x18" 8" 8' 514' 14' 14' 14' 14' 11' 24" 21"x21" 10" 518' 14' 13' 11' 12' 8' 27" 24"x24" 11" :510' 14' 14' 14' 14' 12' 23" 20"x20" 9" 10' :514' 14' 13' 11' 13' 8' 27" 24"x24" 11" :518' 12' 1 11' 8' 11' 2' 31" 27"x27" 13" 510' 14' 14' 12' 14' 10' 25" 22"x22" 10" 12' 514' 13' 12' 9' 11' 5' 30" 26"x26" 13" :518' 11' 9' 6' 9 2' 34" 30"x30" 15" 510' 14' 13' 11' 13' 8' 27" 24"x24" 11" 14' :514' 11' 10' 7' 10' 2' 32" 29"x29" 14" 518' 9' 8' 2' 8' NP 37" 33"x33" 16" 510' 13' 12' 10' 12' 6' 29" 26"x26" 12" 16' 514' 10' 9' 5' 9' 2' 35" 31"x31" 15" 518' 7' 5' 2' 7' NP 40" 35"x35" 18" _510' 12' 11' 8' 11' 2' 31" 27"x27" 13" 18' <_14' 9' 8' 2' 8' NP 37" 33"x33" 16" 518' 5' 2' 2' 6' NP 42" 37"x37" 19" 1-Assumes 40 psf live load, 10 psi dead load,Ld4 and La14 overhangs,No 2.Stress grade and wet service conditions. 2.Assumes 1,500 psf soil bearing capacity and 150 pcf concrete.Value may be multiplied by 0 9 for comer posts. 3.Incising assumed for Douglas fir-larch,hem-fir,and spruce-pine-fir. 4.Assumes 2,500 psi compressive strength of concrete.Coordinate footing thickness with post base and anchor requirements 5.M nominal posts may be substituted anywhere in Table 4 to a maximum height of 14'. American Wood Council d � Figure 12. Typical Footing Options. Cut ends of posts posts must be shall be field treated centered on footing with an approved preservative(such Yz"diameter pre-manufactured as copper rod post base naphthenate) with post anchor about 1� grade " • G " 12"diameter • ° a 12" Cont.s em 4"min. min. a . a n' per a a Table 4 6" 6" frost depth �� • per Table 4 f —�I per Table 4 Imo— per Table 4 footings must bear gravel �I per Table 4 on undisturbed soil LEDGER ATTACHMENT REQUIREMENTS such as oriented strand board(OSB)or structural RI 5071 composite lumber(SCL)including laminated veneer GENERAL: Attach the ledger board,which shall be lumber(LVL)—as band joists(or rim joists)that can equal to or greater than the deck joist depth but less than support the attachment of a deck(see Figure 14). or equal to the house band or rim joist depth,to the However,some older homes might be constructed with house in accordance with Figures 14 and 15.The ledger band boards that are too thin(less than 1")to support a shall be a minimum nominal 2x8. When attachments are deck. In such cases,a non-ledger deck or a full plan made to the house band joist,the band joist shall be submission is required. capable of supporting the new deck. If this cannot be MANUFACTURED WOOD TRUSS: A metal plate verified or conditions at the house differ from the details herein,then either anon-ledger deck or full plan connected wood truss (MPCWT) is an engineered, prefabricated structural component designed for each submission is required. See NON-LEDGER DECKS. specific application. MPCWT's used in residential floors SIDING AND FLASHING: House siding or the are often installed with a 2x4 lumber"ribbon"at the exterior finish system must be removed prior to ends of the trusses(see Figure 1313)to tie the ends of the installation of the ledger board.Approved corrosion trusses together. The ribbon board,by itself, is not resistant flashing is required at any ledger board intended to support the deck ledger and deck. Installing connection to a wall of wood framed construction (see residential decks when the floor system for the house MINIMUM REQUIREMENTS). See Figure 14 for uses MPCWT requires a standard detail provided by the continuous flashing with drip edge. The threshold shall truss designer,a non-ledger deck, or a full plan be carefully flashed and caulked to prevent water submission. Refer to the Technical Note—Attachment of intrusion due to splash from the deck or melting snow Residential Deck Ledger to Metal Plate Connected and ice. Wood Truss Floor System for special blocking details and attachment requirements(www.sbcindustry.com). MANUFACTURED WOOD I-JOIST: The term"I- Joist"denotes manufactured wood"I"joists(see Figure 13A). Many new homes constructed with wood I joists include I"or thicker engineered wood products(EWP)— American Wood Council Figure 13A. Wood I-Joist Profile. Figure 13B. Metal Plate Connected (MPC) Wood Floor Trusses with a 2x4 Lumber"Ribbon" at the Ends of the Trusses. 2x4 RIBBON BOARD- not intended for deck attachment �^ MPC FLOOR TRUSSES FOUNDATION WALL Figure 14. General Attachment of Ledger Board to Band Joist or Rim Joist. exterior sheathing remove siding at ledger prior to installation existing stud wall ► threshold carefully flashed and caulked to prevent water intrusion existing 2x band joist ledger and joist flush on top or 1"minimum continuous flashing EWP rim joist extending past joist hanger Jx. —deck joist 1-5/52 1/2"diameter lag 2x floor joist, screws or wood 1-joist, through-bolts with or MPCWT washers • - joist hanger 1 existing : wall 2x ledger board; must be greater than or equal to the depth of the deck joist and no greater than the depth of the house band or rim joist Figure 15. Attachment of Ledger Board to Foundation Wall (Concrete or Solid Masonry). embed anchors per manufacturer recommendations to resist corrosion and decay, this area should be caulked deck joist existing concrete or solid masonry" wall 1/2"diameter *Note: Blocks filled approved expansion, with grout or epoxy, or adhesive concrete at - anchors with washers anchor locations joist hanger for new construction - 2x ledger board; must be greater than or equal to the size of the joist American Wood Council 601 1 8 M. PROHIBITED LEDGER ATTACHMENTS Figure 18. No Attachment to House Overhang Attachments to exterior veneers (brick, masonry, stone), with Ledger. hollow masonry,and to cantilevered floor overhangs or bay windows are prohibited(see Figures 17 and 18). In such cases,the non-ledger deck is required(See NON- LEDGER DECKS). Figure 17. No Attachment to or Through Exterior Veneers (Brick, Masonry, Stone). overhang or bay window deck joist --"--brick veneer or masonry chimney LEDGER BOARD FASTENERS lumber band joist(1-'/2" actual)or EWP rim joist bearing Only those fasteners noted below are permitted. LEAD on a sill plate or wall plate shall be constructed with '/2" ANCHORS ARE PROHIBITED. lag screws or bolts with washers per Table 5 and Figure Deck ledger connection to band joist or rim joist.The 19 (see MINIMUM REQUIREMENTS). connection between a deck ledger and a 2-inch nominal Table 5. Fastener Spacing for a Southern Pine, Douglas Fir-Larch, or Hem-Fir Deck Ledger or Band or Rim Joist and a 2-inch Nominal Solid-Sawn Spruce-Pine-Fir Band Joist or EWP Rim Joist.3,4,5,6,8 (Deck Live Load =40 psf, Deck Dead Load = 10 psf) Rim Joist 6'4" 6'4" 8'-1" 10'4" 12'-1" i 14'-l" 16'-1" Joist Span or and to to to to to to Band Joist less 8'-0" 10-4' 12-4- 14'-0" 16'-0" Connection Details On-Center Spacing of Fasteners '/2'diameter lag screw' with 1" EWP 24" 18 14" 12" 101, 9" 8-1 15/32" maximum sheathing1- /e EWP 28 21" 16 14' 12 10" 9' 1%" Lumber 30" 23" 18" 15" 13" 1 V 10" '/2'diameter bolt with 1" EWP 24" 18" 14" 12" 10" 9" 8" 15/32" maximum sheathing1-1/e' EWP 28" 21 16" 14" 12" 10" 9" 1-'/2" Lumber 36" 36" 34" 29" 24" 21" 19" '/2'diameter bolt with 1s/32" maximum sheathing and 1-'/z" Lumber 36" 36" 29" 24" 21" 18" 16" W stacked washers2 1. The tip of the lag screw shall fully extend beyond the inside face of the band or rim joist. 2. The maximum gap between the face of the ledger board and face of the wall sheathing shall be%,". 3. Ledgers shall be(lashed or caulked to prevent water from contacting the house band joist(see Figures 14 and 15). 4. Lag screws and bolts shall be staggered per Figure 19. 5. Deck ledgers shall be minimum 2x8 pressure-preservative-treated No.2 grade lumber,or other approved materials as established by standard engineering practice. 6. When solid-sawn pressure-preservative-treated deck ledgers are attached to engineered wood products(minimum I"thick wood structural panel band joist or structural composite lumber including laminated veneer lumber),the ledger attachment shall be designed in accordance with accepted engineering practice.Tabulated values based on 300 lbs and 350 Ibs for I" and 1-1/8" EWP rim joist,respectively. 7. Wood structural panel sheathing,gypsum board sheathing,or foam sheathing shall be permitted between the band or rim joist and ledger.Stacked washers are permitted in combination with wood structural panel sheathing,but are not permitted in combination with gypsum board or foam sheathing.The maximum distance between the face of the ledger board and the face of the band joist shall be I". 8. Fastener spacing also applies to southern pine,Douglas fir-larch,and hem-fir band or rim joists. American Wood Council i role]1 Placement of lag screws or bolts in deck ledgers the deck ledger(see Figure 19). Proper installation of lag The lag screws or bolts shall be placed as shown in screws or bolts shall be verified by the authority having Figure 19. The lag screws or bolts shall be staggered jurisdiction. fii•om the top to the bottom along the horizontal run of Figure 19. Ledger Board Fastener Spacing and Clearances. See Table 5 N c stagger fasteners E in 2 rows See Figure 14 for rim joist fastener spacing 5.5""min.for 2x8 'Distance can be reduced to 4.5" 5"max. 6.5"min.for 2x10 if lag screws are used or bolt Qo © 0 7 T 7.5"min.for 2x12 spacing is reduced to that of lag screws to attach 2x8 2" min. lag screw,through-bolt, or ledgers to 2x8 band joists(1/2" ledger anchor with washer 3/4" min. stacked washers not permitted) Through-Bolts manufacturer's recommendations.All anchors must have Through-bolts shall have a diameter of%2". Pilot holes washers. for through-bolts shall be 17/32" to 9/16" in diameter. Through-bolts require washers at the bolt head and nut. Lag Screws Lag screws shall have a diameter of%" (see MINIMUM Expansion and Adhesive Anchors REQUIREMENTS). Lag screws may be used only when Use approved expansion or adhesive anchors when the field conditions conform to those shown in Figure attaching a ledger board to a concrete or solid masonry 14. See Figure 20 for lag screw length and shank wall as shown in Figure 15. Expansion and adhesive requirements.All lag screws shall be installed with anchor bolts shal l have a diameter of%". Minimum washers. spacing and embedment length shall be per the Figure 20. Lag Screw Requirements. lag screws must be hot- dipped galvanized or v stainless steel only fV screw must penetrate 1-1/2"shank length must extend through beyond band board �I� a minimum of 112" (no threads) existing band board Lag screw installation requirements: Each lag screw The threaded portion of the lag screw shall be inserted shall have pilot holes drilled as follows: 1) Drill a Yz" into the pilot hole by turning. DO NOT DRIVE LAG diameter hole in the ledger board,2)Drill a 5116" SCREWS WITH A HAMMER. Use soap or a wood- diameter hole into the band board of the house. DO NOT compatible lubricant as required to facilitate tightening. DRILL A %" DIAMETER HOLE INTO THE BAND Each lag screw shall be thoroughly tightened(snug but BOARD. not over-tightened to avoid wood damage). American Wood Council NON-LEDGER DECKS-FOR RESISTING ELEVATION AS THE HOUSE FOOTING IF VERTICAL LOADS LOCATED CLOSER THAN 5'-0" TO A HOUSE Non-ledger decks use the house for resisting lateral loads WALL(see Figure 2 and Figure 12). For houses with but do not utilize the exterior wall of the house to basements,a cylindrical footing(caisson)is support vertical loads(see Figure 21). Rather than recommended to minimize required excavation at the supporting the deck on a ledger,an additional beam with basement wall. Beam size is determined by Table 3. posts is provided at or within the lesser of Lo or L/4 of Non-ledger decks shall be attached to the house per the house.THE ASSOCIATED DECK POST Table 5 and Figures 22 or 23 for lateral loads. FOOTINGS SHALL BE PLACED AT THE SAME Figure 21. Non-Ledger Deck - For Resisting Vertical Loads. blocking between overhanging joists rim joist at beam bearing rim joist i joist overhang existing house foundation wall bea posts footings must be at same elevation as joists existing house footing install diagonals if located closer than per Figure 10 5'-0"to house wall Note:Tension device not shown. See provision for deck lateral forces. DECK LATERAL LOADS For non-ledger decks,blocking or framing angles can be Attachment to House: Decks shall be positively used in lieu of joist hangers and shall be provided on anchored to the primary structure[R507.I].The lateral each side of each joist. Blocking shall be installed with connection required shall be permitted to be in 5-10d threaded nails into the rim joist or the framing accordance with Figure 22 or 23 for ledger and non- angle shall have a lateral capacity of 600 lb. Flashing ledger decks. Hold-down tension devices shall be over the rim joist is required and must be installed in provided in not less than two locations,and shall have an accordance with the flashing provisions in the LEDGER allowable stress design capacity of not less than 1,500 lb ATTACHMENT REQUIREMENTS. [R507.2.3]. The wall must be sheathed with minimum 3/8"wood structural panel sheathing. Use lag screws or through- bolts when fastening to a band joist;use expansion anchors or epoxy anchors when fastening to concrete or masonry. DO NOT ATTACH TO BRICK VENEERS. VERIFY THIS CONDITION IN THE FIELD PRIOR TO UTILIZING THIS METHOD. Fasteners shall penetrate beyond the house band board and be installed per Table 5. American Wood Council % ,, .1 Figure 22. Lateral Load Device with Joists Parallel to Deck Joists. floor sheathing nailing at fasteners per Table 5 6"maximum on center to joist with hold down hold-down or similar tension device . . Lthreaded rod,may be sloped up to 1:12 away f solid sawn rom the house deck joist floor joist beam &post joist hanger I for non-ledger �� I decks (for non-ledger decks, blocking or framing angle) 36"min, attach to 1-joist — fasteners per Table 5 w/a minimum of(19)8d nails hold-down or similar tension device ' . . deck joist Lthreaded rod,ma be sloped up to 1:12 I I minimum 2x6 x 36" away from the house attached to joist web w/ (16) 10d nails and clinch 1-joist joist hanger ,, beam&post (for non-ledger decks, for non-ledger blocking or framing angle) decks Figure 23. Lateral Load Device with Joists Perpendicular to Deck Joists. threaded rod,may be sloped up to 1:12 6 ft.min. �I away from the house extent of blocking attach blocking to deck w/ fasteners per Table 5 10d nails at 4"o.c.staggered hold-down or similar tension device i deck joist W minimum 1 2"'thick floor joist blocking. Blocks must (kjoist or j fill bay and fit snugly solid joist) joist hanger beam&post (for non-ledger deck, for non-ledger decks blocking,or framing angle) American Wood Council . . TroTM GUARD REQUIREMENTS 24. Other methods and materials may be used for guard All decks greater than 30" above grade are required to construction when approved by the authority having have a guard R312.1 jurisdiction. g [ ] -one example is shown in Figure Figure 24. Example Guard Detail. 2x2 baluster.typical 4x4 post,typical I/ 2x6 or 5/4 board rail cap:attach to guard post with DO NOT NOTCH �' 6'-0"maximum spacing —l/�(3)#12 by 3"long screws or(3)16d threaded nails with 0.148"nominal diameter J_ 36" minimum I 2x4 top and bottom; attach to guard post with (2)8d threaded nails or l _ (2)#8 wood screws>_2'/z' o — long on inside face minimum nominal 2x8 2 1/2"diameter_? rim or outside joist ( ) openings shall not allow —attach balusters at top and bottom through-bolts the passage of a 4" with(1)#8 wood screw or(2)8d and washers diameter sphere post-frame threaded nails with 0.135"nominal diameter GUARD POST ATTACHMENTS FOR REQUIRED Figure 25. Guard posts for required guards that run GUARDS perpendicular to the deck joists shall be attached to the Deck guard posts for required guards shall be a rim joist in accordance with Figure 26. Only hold-down minimum 4x4(nominal)with an adjusted bending anchor models meeting these minimum requirements design value not less than 1,100 psi. Outside joists and shall be used. Hold-down anchors shall have a minimum rim joists to which guard posts are attached shall be a allowable tension load of 1,800 pounds for a 36" minimum of 2x8 (nominal). maximum guard height and be installed in accordance with the manufacturer's instructions. Guard posts for required guards which run parallel to the deck joists shall be attached to the outside joist per Figure 25. Guard Post to Outside-Joist Example. see FIGURE 24 for guard "guard posts can be installed as guard posts may be component attachment shown in Figure 26 (between joists) located on either side requirements if blocking is installed as shown below of the outside-joist within 12"of each side of the post at first interior bay, provide 2x blocking at guard posts - guard post with hold-down anchors; attach blocking with 10d threaded nails top and bottom, each side (2)1/2"dia.through- outside-joist bolts and washers min.2x8 (nom.) Alternate attachment of hold-down 2" min. , anchors to framing members .q 2-1/2" min. and 5" max. possible per manufacturer's 2" min. - instructions. t* - outside-joist SECTION guard pos PLAN VIEW min. 2x8 (nom.) American Wood Council ti! • • � • • Il Figure 26. Guard Post to Rim Joist Example. Alternate attachment of hold-down anchors to framing members possible per manufacturer's instructions. see FIGURE 24 for guard hold-down anchor component attachment , requirements joists guard post align guard I - guard post post at joist rim joist locations min. 2x8 (nom.) hold-down anchor --rim joist rim joist joist 1 min. 2x8 (nom.) min. 2x8 (nom.) minimum (2)1/2"__ = 2"min. — hold-down anchor/ 71 diameter through- > 2-1/2" min. and 5" max. bolts and washers -;,_',_2"min. at joist location between joists SECTION PLAN VIEWS STAIR REQUIREMENTS Figure 27. Tread and Riser Detail. Stairs,stair stringers,and stair guards shall meet the requirements shown in Figure 27 through Figure 34 and riser may be open,but Table 6 except where amended by the local jurisdiction. shall not allow the All stringers shall be a minimum of 2x12. Stair stringers prs of a a"diameter sphere shall not span more than the dimensions shown in Figure 10' minimum -- 28. If the stringer span exceeds these dimensions,then a trad width ' 4x4 post may be provided to support the stringer and 7-3/4"maximumriser;height shall shorten its span length. The 4x4 post shall be notched not deviate from risers:1x material,minimum and bolted to the stringer with(2) ''/z" diameter through- one another by 4 bolts with washers per Figure 8A. The post shall be more than 3/t3" �► centered on a 12" diameter or 10" square,6"thick i -� treads:see Figure 29 and Table 6 footing. The footing shall be constructed as shown in 3/4"-1-1/4"nosing;nosing shall not deviate from one Figure 34 and attached to the post as shown in Figure 12. another by more than 3/8" An intermediate landing may also be provided to shorten the stringer span(see provisions below). If the total vertical height of a stairway exceeds 12'-0",then an intermediate landing shall be required. All intermediate stair landings must be designed and constructed as a non-ledger deck using the details in this document. Stairs shall be a minimum of 36" in width as shown in Figure 33 [R311.7]. If only cut stringers are used,a minimum of three are required. For stairs greater than 36" in width, a combination of cut and solid stringers can be used, but shall be placed at a maximum spacing of 18" on center(see Figure 29).The width of each landing shall not be less than the width of the stairway served. Every rectangular landing shall have a minimum dimension of 36" measured in the direction of travel and no less than the width of the stairway served [R311.7]. American Wood Council Figure 28. Stair Stringer Requirements. Figure 29. Tread Connection Requirements. Attachment per tread at each stringer or ledger: 2x_or 5/4 treads-(2)8d threaded nails or(2)#8 screws Z2-1/2"long, 3x treads-(2)16d threaded nails or Q)#8 screws z3-1/2"long stringer treads:2x or 5/4 board treads:see Table 6 18"max 18"max 36"max 2x4 ledgers,each side,full depth of `-_:�- stringers tread;attach with(4)10d threaded nails or(4)#8 wood screws z3"long max.span=6'-0" CUT STRINGER SOLID STRINGER CUT STRINGER max.span=13'-3" SOLID STRINGER Figure 30. Stair Guard Requirements. Figure 31. Stair Stringer Attachment Detail. 6'-0"maximum i rim joist or between posts outside joist stair guard is required for Aer stairs with a total rise of30"or more;see GUARD REQUIREMENTS for more informationsl o ed 'oist h P 1 I minimum vertical capacity of 625 Ibs; see JOIST HANGERS / for more requirements stair guard height: , o ATTACHMENT WITH HANGERS 34"min.measured from nosing of step 0 0 ° Table 6. Minimum Tread Size for Cut and Solid Openings for required guards on the Triangular opening shall Stringers.' sides of stair treads shall not allow not permit the passage Cut Solid a sphere 4-3/8"to pass through. of a 6"diameter sphere. Species Stringer Stringer Southern Pine 2x4 or 5/4 2x8 Douglas Fir Larch, Hem-Fir, SPF2 2x4 or 5/4 2x8 or 3x4 Redwood,Western Cedars, Ponderosa Pine,3 Red Pine 2x4 or 5/4 2x10 or 3x4 1.Assumes 300 lb concentrated load,U288 deflection limit,No.2 stress grade,and wet service conditions. 2. Incising assumed for Douglas fir-larch,hem-fir,and spruce- pine-fir. 3.Design values based on northern species with no incising assumed. American Wood Council STAIR HANDRAIL REQUIREMENTS STAIR FOOTING REQUIREMENTS [R4031 All stairs with 4 or more risers shall have a handrail on Where the stairway meets grade, attach the stringers to at least one side(see Figure 32A) [R311.7.8]. The the stair guard posts as shown in Figure 34. Posts shall handrail height measured vertically from the sloped bear on footings.All footings shall bear on solid ground plane adjoining the tread nosing shall be not less than 34 and shall be placed at least 12 inches below the inches and not more than 38 inches(see Figure 30) undisturbed ground surface or below the frost line, [R311.7.8.I]. Handrails shall be graspable and shall be whichever is deeper(see Figure 34). Stringers shall bear composed of decay-resistant and/or corrosion resistant on a 2x4 bearing block attached to the post as shown. material. Handrails shall be Type I,Type 11,or provide Stringers shall not bear on new or existing concrete pads equivalent graspability(see Figure 32B).Type I shall or patios that are not founded below this depth. When have a perimeter dimension of at least 4" and not greater guards are not required(see GUARD than 6-'/".Type 11 rails with a perimeter greater than REQUIREMENTS),posts may terminate below the 6-Y," shall provide a graspable finger recess area on both bottom tread elevation. Bolts are only required if a guard sides of the profile [R311.7.8.3].All shapes shall have a post is required. smooth surface with no sharp corners. Handrails shall STAIR LIGHTING REQUIREMENTS [R303.71 run continuously from a point directly over the lowest riser to a point directly over the highest riser and shall Stairways shall have a light source located at the top return to the guard at each end(see Figure 33). Handrails landing such that all stairs and landings are illuminated. may be interrupted by guard posts at a turn in the stair The light switch shall be operated from inside the house. [R311.7.8.2]. However,motion detected or timed switches are acceptable. Figure 32A. Handrail Mounting Examples. Figure 33. Miscellaneous Stair Requirements. L 2 E Fasten handrails per manufacturer recommendations L - 0 1'"min. 12 min — M n c_ ca my o 14""min t rm c handrail handrail shall 2x blocking return at each 12 min. 12'min. end 34"-38"to nosing of stairs,typical 36"min. stair width wall guar COrfOBIOn•n31r{i18flt i i — �postd handrail hardwareLVt i MOUNTED TO GUARD MOUNTED TO WALL I Figure 32B. Handrail Grip Size. Figure 34. Stair Footing Detail. 14"-24' cut post at bottom tread (2)%"diameter through-bolts elevation when no stair with washers required only 14, 2„ guard is required if guard is required;otherwise 21"max. - XJ use(2)#8 wood screws>3-'/2' 4 long or(2)16d threaded nails EFL.16" t-w E t Attach 2x4 bearing block using min. stair (8)#8 wood screws>_3'/z'long stringer or(8)16d threaded nails Aw E 0 4 4x4—NONCIRCULAR CIRCULAR RECESSED E post E [13311.7.7.3 Type I] [R311.7.7.3 Type II] 6" CNN E Perimeter:4"-6'4" Perimeter:>61" minimum section frost depth 10"x10"square or 12"dia.footing American Wood Council i oe � FRAMING AT CHIMNEY OR BAY WINDOW shown in Figure IB. Joist hangers shall each have a All members at a chimney or bay window shall be minimum vertical capacity in accordance with Table 7. framed in accordance with Figure 35. Headers may span Bolts,screws, or lag screws used to attach the hanger to a maximum of 6-011. When a chimney or bay window is the ledger shall fully extend through the ledger into the wider than 6-0",one or more 6x6 posts may be added to 2-inch nominal lumber band joist(1-1/z" actual) or EWP reduce header spans to less than 6'-0". In such cases,the rim joist. Otherwise a non-ledger deck is required. post footing must meet the requirements in the FOOTINGS section. Headers shall be located no more Table 7. Trimmer Joist Hanger Vertical Capacity. than Y-0" from the end of the trimmer joist. Joist Size Minimum Capacity, Ibs Triple trimmer joists are required on each side of the 2x6 870 header if joist spacing is 12" or 16" o.c. or if the trimmer joist span exceeds 8'-6";otherwise, double trimmer joists 2x8 1155 are permitted.Trimmer joists may bear on the beam and 2x10 1420 extend past the beam centerline up to the lesser of Lo or L/4 as shown in Figures 1 A and 2, or the trimmer joist 2x12 1575 may attach to the side of the beam with joist hangers as Figure 35. Detail for Framing Around a Chimney or Bay Window. a=3'-0" maximum triple joist 6'-0" maximum— hanger, typical decking may (Table 7) extend 6" maximum chimney or / chimney bay window j j or d w Tl;�� Bolts, screws, or lag ledger J screws shall fully board extend into band joist or rim board triple trimmer double joist vdouble header (2)'/2"diameter through-bolt joist each side* hanger, typical — — or lag screws at ledger* "Trimmer joist may be double if joists are spaced 'See Figure 19 for fastener spacing, 24"o.c. or if trimmer length is 8'-6"or less edge, and end distances PLAN VIEW SECTION American Wood Council 1111 b S`t OF P INTERNATIONAL 1742 CODE COUNCIr AMERICAN WOO® COUNCIL It is intended that this document be used in conjunction with competent design, accurate fabrication, and adequate supervision of construction. While every effort has been made to insure the accuracy of the information presented,the American Wood Council and its members do not assume responsibility for errors or omissions in the document, nor for designs, plans, or construction prepared from it. Those using this document assume all liability arising from its use. Copyright©2007, 2009, 2010, 2014, 2015 American Wood Council 05-15 American Wood Council IWORQ Systems Inc. Page 1 of I 'PEA\ Farr 3. G PIAz✓ F695- Permit Information Date 12/30/2015 Permit Number 875 Project Namel Aperture Construction Applicant Namel Aperture Construction Applicant Address)7724 238th Place SW City,State,Zipl Edmonds,WA 98026 Contact l Phone l 206-802-4181 Email l jeff@sunriseconstructionwa.com Permit Type Deck Site Address 11205 E 5th Street Valuation 12000.00 Status I Applied Permit Issued Permit Expires) Square Feetl0 Type of Construction/Occupancy Loadl Number of Stories)0 Proposed Use 2nd Story Deck Assigned To Amy Rusko Property Information Owner Information Parcel#:31050100301200 LEE KELLY J LEE KELLY J 1205 E 5TH ST 1205 E 5TH ST ARLINGTON,WA 98223-1118 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Aperture Construction Aperture Construction 206-802-4181 jeff@sunriseconstructionwa.com CONTRACTOR Review Date Type Description Target Date Completed Date Assigned To Status 12/30/2015 Deck 1/5/2016 Kevin Olander In Review Uploaded Files l Upload File Date File 12/30/2015 1:52:30 PM Aperture Construction Deck Plans.pdf K 12/30/2015 1:52:30 PM Aperture Construction Application.pdf X http://www.iworq.net/iworq/Permit/popupPermitEditPrint.asp?sid=DIIEIBFRLLREGEF... 12/30/2015 1 �f RESIDENTIAL PERMIT APPLICATION -L' Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITI N, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS O CONSTRUCTION DRAWINGS AND TWO (2)SETS OF STRUCTURAL CALCULATIONS. THE APPLIC TION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZO ING VERIFICATION CAN BE SUBMITTED PRIOR. Project ddress: 1"Z OS E- AY two to !1 Plat: O'Sin le-family Duplex Townhouse Addition 'El Accessory structure Propos d Area: 1st Floor 2"d Floor Garage Total SF Describe Proposal (include cross street): Valuation:�2'000 Owner FUG�l Ce � `e Addres : PQ 81374 6 5)0 f City: Pk['(�T State: Zip Code: �S Phone: Email: Applic nt: Addres : City: State: Zip Code: Phone: Email: Contra tor: AperfwP_ COv►S�`.uct4Ovi L L Addres : 7721 2�tt� City: VA S State: Zip Code: Phone: �0_> Email License Number: /A l EI T C L� �O W Z� Expiration: Received DEC 11 2015 Rev 2013 !■ I L 1 1 + : 1 r ■F 1 No 1 • • _ ME ME ME 1 • . . - ■ ■� ■• ■ ■ ■ � � : ■ ■F ■ ■ it Jr ■ ■ ■ f '�" 1■ 1 M. ■ ■ ■ ■ ro ■ ■ IC ■ _ ■ ■ ■ IN ■ ■ ■ ■ r ■ ■ ■ ? ■ M PAN ■ ME ? ■ ■ IN m ■ - F ON ■ - Y ■ - N y: 1 nil ' 1 - . ■ _ ME M ■%I , `A ■ ■ ME 0 0 APERTURE CONSTRUCTION LL(,' _ 1l Page 1 of 2 Home Inicio en Espanol Contact Search L&I om A-Z Index Help My Secure L&I Safety Claims&Insurance Workplace Rights Trades&Licensing "Aft Washington State Department of Labor & Industries APERTURE CONSTRUCTION LLC Owner or tradesperson 7724 238TH PI SW Principals EDMONDS,WA 98026 206-849-3862 YAO,ZHANTU,PARTNER/MEMBER SNOHOMISH County Doing business as APERTURE CONSTRUCTION LLC WA UBI No. Business type 603 536 728 Limited Liability Company License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. APERTCL850OW Effective—expiration 09/16/2015—09/16/2017 Bond Western Surety Co $12,000.00 Bond account no 62528503 Received by L&I Effective date 09/16/2015 09/16/2015 Expiration date Until Canceled Insurance Security National Insurance $1,000,000.00 Policy no NA113515600 Received by L&I Effective date 09/16/2015 09/16/2015 Expiration date 0 911 6/2 0 1 6 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ............................. No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603536728&LIC=APERTCL850OW&SAW= 12/11/2015 APERTURE CONSTRUCTION LLf Page 2 of 2 Do you know if the business has employees?If, )rify the business is up-to-date on workers'comp premiu L&I Account ID Account is current. 257,956-02 Doing business as APERTURE CONSTRUCTION LLC Estimated workers reported Quarter 3 of Year 2015"0"Workers L&I account representative T5/MELISSA VEST(360)902-5613-Email:VESM235@Ini.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the slate of Washington. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603536728&LIC=APERTCL85OOW&SAW= 12/11/2015 14( A ` • CA lk � s �f T f L � I� UZ Snohomisht)nllno Gavernment ll"Ormatlen&�erelcas County W _ Washington Structure Information Close Window - - - - - - - - - - - General Description Parcel Number 31050100301200 (R01) Structure Class Dwelling Structui e Type 2 Story wlBasement Year Built 1970 Exterior Features Foundation Cone or CB Exterior Brick&Wood ROOF Type:Cable Pitch Medium Cover Shake-Shingles Med Interior Features Bedrooms 5 Full or3/4Baths 2 1/2 Baths 2 Heat Electric Radiant Fireplace Masonry 2s stacked fireplace FloorArea Floor 1 Base SF 1522 Finished SF 1522 Floor 2 Base SF 1566 Finished SF 1566 Floor B Base SF 1522 Finished SF 1522 Garage(s),Carport(s)and majoroutbuilding(s) Attached Gai age SF 672 Other Features �r F http://www.snoco.org/app2/propsys/Propinfo05-StructData.asp?parcel=31050100301200... 12/11/2015 a '' ti �lj F CITY OF ARLINGTO UILDING DE TMW- t APPR f D Q GQ _ ,,1 Cyr f "^� N0 9 At 81tiZED ;b X _ NLESS AP BY THQ _ 66I11�DINQ INSPE m _Y --._ice---- i•-� � � � � .......... 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THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS O CONSTRUCTION DRAWINGS AND TWO (2)SETS OF STRUCTURAL CALCULATIONS. THE APPLIC TION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZO 4ING VERIFICATION CAN BE SUBMITTED PRIOR. Project Address: 1 2-OS ��"1 S-� , A ��^y ° Plat: Single-family C Duplex 17Q Townhouse Addition Accessory StrriCture Proposed Area: 1s' Floor 2"d Floor Garage Total SF Describe Proposal (include cross street): Valuation.-0,000 Owner ��h V)CC /�`e Addres : PO So-,4 6 S/ City: Pk ft kT State: / k Zip Code: 7s Phone: Email.- Applicant: Add res : City: State: Zip Code: Phone: Email: Contractor: 1�1)e(tove CO�,5­6`"ucbf oo L LC Addres 77Z4 2—?Q' P� Sw City: &)k^ybls State: �A Zip Code: Phone: 20 90� — * Email: License Number: ( ��T L� � VV Expiration: J C {� � SIA.�I n S.e-- C�onS�G-hu✓I c,�� Goss Receivet. Rev 2013 APERTURE CONSTRUCTION LLC Page 1 of 2 Home Inicio en Espanol Contact Search L&I A-Z Index Help My Secure L&I Safety Claims&Insurance Workplace Rights Trades&Licensing A^ Washington State Department of " Labor & Industries APERTURE CONSTRUCTION LLC Owner or tradesperson 7724 238TH PI SW EDMONDS,WA 98026 Principals 206-849-3862 YAO,ZHANTU,PARTNER/MEMBER SNOHOMISH County Doing business as APERTURE CONSTRUCTION LLC WA UBI No. Business type 603 536 728 Limited Liability Company License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no APERTCL850OW Effective—expiration 09/1612015—09/16/2017 Bond Western Surety Co $12,000.00 Bond account no 62528503 Received by L&I Effective date 09/16/2015 09/16/2015 Expiration date Until Canceled Insurance Security National Insurance $1,000,000,00 Policy no NA113515600 Received by L&I Effective date 09/16/2015 09/16/2015 Expiration date 0911612016 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603536728&LIC=APERTCL85OOW&SAW= 12/11/2015 APERTURE CONSTRUCTION LLC Page 2 of 2 Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 257,956-02 Doing business as APERTURE CONSTRUCTION LLC Estimated workers reported Quarter 3 of Year 2015"0"Workers L&I account representative T5 I MELISSA VEST(360)902-5613-Email:VESM235@lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603536728&LIC=APERTCL85OOW&SAW= 12/11/2015 1. o - At F-1-77- 1�0�l qj C4- <Z1 Alft- Page 1 of 2 Sn o h o m i s h oel..6mnramaat INAWMation i Services County 4,4Q Washin! Structure Information Close Window General Description Parcel Nnmber 31050100301200 (R01) Structure Class Dwelling Structure Type 2 Story wBasement Year Built 1970 Exterior Features Foundation Cone or CB Exterior Brick&Wood ROOF Type:Gable Pitch Medium Cover Shake-Shingles Med Interior Features Bedrooms 5 Full or3/4 Baths 2 1/2 Baths 2 Heat Electric Radiant Fireplace Masonry 2s stacked fireplace FloorArea Floor 1 Base SF 1522 Finished SF 1522 Floor 2 Base SF 1566 Finished SF 1566 Floor B Base SF 1522 Finished SF t522 Garage(s),Carport(s)and majoroutbuilding(s) Attached Garage SF 672 Other Features r' s w http://www.snoco.org/app2/propsys/PropInfo05-StructData.asp?parcel=31050100301200... 12/11/2015 Ift, IL fr r a ' I e L a � 1 It a Permit#: 875 Permit Date: 12/30/15 Permit Type: ACCESSORY STRUCTURE Project Name: Aperture Construction Applicant Name: Aperture Construction Applicant Address: 7724 238th Place SW Applicant, City, State, Zip: Edmonds, WA 98026 Contact: Phone: 206-802-4181 Email:jeff@sunriseconstructionwa.com Scope of Work: 2nd Story Deck Valuation: 2000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 01/08/2016 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31050100301200 1205 E 5TH ST LEE KELLY J 111 Single Family Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License Aperture 7724 238th Place CONSTRUCTION Aperture Construction Construction 206-802-4181 SW CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 03/31/2016 R20.ACCESSORY Final Approval 03/30/2016 BUILDING Approved STRUCTURE FINAL R20.ACCESSORY Need washers on lag bolts 03/28/2016 STRUCTURE attaching ledger,missing BUILDING Completed FINAL Teco nails in hangers R20.ACCESSORY 03/02/2016 STRUCTURE Deck post footings ok to 03/02/2016 BUILDING Approved FINAL pour. Plan Reviews Date Review Type Description Assigned To Review Status 12/30/2015 Deck See redlined drawing and attached Prescriptive Residential BUILDING Wood Deck Construction Guide Fees Fee Description Notes Amount Building Permit Table 4-1 $93.60 Building Plan Review Table 4-2 $60.84 Total $154.44 Attached Letters Date Letter Description 01/07/2016 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 01/08/2016 Aperture Construction Juan 57715293 cc $154.44 Lozano Rubio Outstanding Balance $0.00 Notes Date Note Created By: 01/07/2016 Issue with Prescriptive Residential Wood Deck Construction Guide. Deck to be constructed per Kevin Olander guide. Uploaded Files Date File Name 04/04/2016 1548303-1548301-1205 E.5th Street.docx 01/07/2016 1417963-875 Approved Plan&Guide.pdf 12/30/2015 1409472-Aperture Construction Application.pdf 12/30/2015 1409473-Aperture Construction Deck Plans.pdf Date: 03/12/2026 Permit#: 875 Permit Date: 12/30/2015 Review Date: 12/30/2015 Permit Type: ACCESSORY STRUCTURE Review Type: Deck Target Date: 01/05/2016 Scheduled Time: 00:00 Completed Date: Description: See redlined drawing and attached Prescriptive Residential Wood Deck Construction Guide Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31050100301200 LEE KELLY J LEE KELLY J 1205 E 5TH ST 1205 E 5TH ST ARLINGTON, WA 98223-1118 Zoning: 111 Single Family Residence - DetachedLot: Block: