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2012, 06-19 Permit App: BLD-2012-0956 DeckSCITYOF e P Valley .411,11111, 0 Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 permitcenterPsookaneva Ilev.org (Staff Use Only) PERMIT NUMBER: PERMIT FEE' &40-ulm- oligw RESIDENTIAL CONSTRUCTION PERMIT APPLICATION [l NEW DECK RUCTION El ADDITION/El DDITI❑O /REMODEL �] ACCESSORY BUILDING SITE ADDRESS: ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: BUILDING OWNER NAME: C-' "'�C)d (1-5 NAME: ADDRESS: )`a(s /I -- - / V - C CITY: 6/DOk�� e- Ua- (e,z STATE: W4- ZIP: PHONE: FAX: CONTACT NAME:1'LYL CELL: PHONE: %�� ��O ('-• FAX: CELL: CONTRACTOR NAME: MAILING ADDRESS: CITY:. STATE: ZIP: PHONE: CONTRACTOR LICENSE NO.: FAX: EXPIRES: CELL: CITY BUSINESS LICENSE NO.:' DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: ate% ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICARLF Height to Peak: Dimensions: No. of Stories: Total Habitable Space: Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ FT: FT: Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30% Slopes on FT: --Area: Property: No. of Bedrooms: Construction Type: Heat Source: Sewer or Septi TOTAL COST OF PROJECT: $ 3, 000 DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permit is not a permit or aKroval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be requite to be submitt d anduently approved before this application can be processed. Signature Date: X17'' /� Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit= _Residential_11-11-1 l.doc RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. ❑. SITE PLAN d Property lines and dimensions ❑ Setbacks to property lines ❑ Direction arrow pointing North and orientation to streets ❑ Distance between buildings ❑ Proposed/existing buildings (footprint and dimensions) ❑ Right of way/easement location & sizes ❑ Utilities, septic tank/drain field locations and distances ❑ Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) ❑ Elevations (Front/Rear/Sides) with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace, basement or slab on grade): ❑ Footing sizes and locations ❑ Supporting wood cripple walls or beams ❑ Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting ❑ Crawlspace ventilation beams or girder trusses ❑ Floor Plan of each level (finished or unfinished) with dimensions: ❑ Floor Joist direction, size and spacing ❑ Window and door location and sizes ❑ Header, beam or concrete lintel sizes ❑ Window well locations if applicable ❑ Brace wall panel locations ❑ Room usage labels ❑ Water heater and furnace locations ❑ Smoke detector locations ❑ Exhaust fan locations ❑ Attic and crawl space access locations ❑ Deck or concrete patio sizes and locations ❑ Fire Wall construction ❑ Roof Plan: ❑ Engineered truss direction and spacing ❑ Rafter and over frame direction, size and spacing ❑ Wall Section Detail including: Roof ❑ Slope/ roofing material/ underlayment/ ice dam protection ❑ Sheathing size and type Ceiling ❑ Joist size and spacing Wall ❑ Height/ top plate/ stud size and spacing/ sole plate ❑ Exterior sheathing size and type Floor ❑ Joist size and spacing Foundation Wall ❑ Concrete or Masonry unit width ❑ Earth to wood separation distance Footing ❑ Size Radon ❑ Passive system with Emil vapor barrier Miscellaneous Construction Details ❑ Deck: ❑ Floor plan/ side view/ dimensions ❑ Floor Joist/ decking direction, size and spacing ❑ Stairway tread rise & run and nosing ❑ Ridge, eave and valley lines ❑ Beam and girder size and location ❑ Truss or rafter size, spacing & connection ❑ Attic insulation/ air space baffle/ ventilation ❑ Size of ceiling gypsum wall board ❑ Siding/ exterior house wrap/ anchor bolts ❑ Insulation, vapor barrier, gypsum wall board ❑ Sheathing or concrete floor size/ insulation ❑ Footing bottom to finished ground level depth ❑ Horizontal & vertical reinforcement if any ❑ Reinforcement if any ❑ Active system with 6 mil vapor barrier ❑ Footings/ post/ and beam size and locations 0 Handrail / Guard height & spacing Figure 1 B. Joist Span - Joists Attached at House and to Side of Beam beam* post 2. Joist Span -Free joist hangar joist existing wall —.�- joist hangar "Note: beam depth must be pressure treated equal to or greater than joist ledger board depth if joist hangers are used Joist Span (L): see Table 1,1 A na ove ang v optional overhang im joist rim joist beam —.r beam (flush, tight joist (flush,Itightbearing) post bearin�'--post 4 maximu overhang BEAM SIZE & ASSEMBLY REQUIREMENTS Deck beam spans shall be In accordance with Table 2 and can extend past the post centerline up to Le/4 as shown in Figure 3. Joists may bear on the beam and extend past the beam centerline up to Li/4 as shown In Figures 1 A and 2, or the joists may attach to the side of the beam with joist hang- ers as shown in Figure t B. - '06V bea, Jpr Je,( 1,1 A Luo maximum �I —overhang -- Joists shall not frame in from opposite sides of the same beam. See JO1S1=TO-BEAM CONNECTION details, Figure 6. Where multiple 2x members are used, the deck's beam is assembled by attaching the members Identified In Table 3 in accordance with Figure 4. [Table R6023(1)) r D1 n pV) Ot"451-&e Cc C 6 `t c1PGK -5- DECIUNG REQUIREMENT'S All decking material shall be composite or dimension lumber (2' nominal thickness) or span rated decking in ac- cordance with the American Lumber Standard Committee Policy for Evaluation ofRecommended Spans for Span Rated Decking Products (NovemberS, 2004). Attach decking to each joist with 2-8d threaded nails or 248 screws. Space decking boards approximately 1/8'apart. See Figure II for decking connection requirements at the rim joist. Decking may be placed from an angle perpendicular to the joists to an angle of 45 (reduced joist spacing may be required). Each segment of decking must bear on a minimum of 4 joists (or 4 sup- ports). Decking not meeting these requirements may be substi- tuted when the product has been approved by the authority having jurisdiction. JOIST SIZE The span of a joist Is measured from the centerline of bear- ing at one end of the joist to the centerline of bearing at the other end of the joist and does not Include the length of the overhangs. Use Table 1 to determine joist span based on lumber size and joist spacing. Use Table 1 A for wood treated with pressure perservatives. See Figure IA through Figure 2 for joist span types. FOR USE WITH NON -PRESSURE TREATED WOOD Table 1. Joist Span DEAD LOAD =10 psf JOIST SPACING Ondws) WITHMOVERHANGS' I WtrHOVERHANGS UPTOW4' ' Assumes 40 psf Ihre load, 10 psf dead load, V360 defelctlon, No. 2 grade, and wet service conditions. See Figure 1 B. 1 Assumes 40 psf live load, 10 psf dead load U180 cantilever deflection with 220 Ib point load, No. 2 grade, and wet service conditions. See Figure 1 A and 2. -3- 12 15 jl 24 12 16 24 SPECIES SIZE (ft4nJ (ft-InJ (ft -in.) (ft4n.) (ft nJ (ft4n.) 2x6 10-9 9.9 8-1 8.6 8-6 8-1 2x8 14.2 12-7 10-3 10-9 10-9 10-3 Douglas FIr--Larch 200 17-9 15-5 12-7 15-5 15-5 12-7 2x12 20-7 17-10 14-7 20-7 17-10 14-7 Hem -Fir 6 2x8 10-0 13-2 9.1 12-0 7-11 10-2 8-3 10-8 8-3 10$ 7-11 10-2 2X10 16-10 15 2 12-5 15-2 i5 2 12-5 242 20-4 17-7 14.1 20-4 17-7 14-4 2x6 10-9 9-9 8-6 9-0 9-0 8.6 2x8 14.2 12-10 11-0 11-7 11-7 11-0 Southern Pine 2x10 18-0 16.1 13-1 16-1 16.1 13-1 2x12 21-9 18-10 15-5 21-9 18-10 15-5 2x6 10-3 9-4 8-1 8-6 8-1 2x8 13-6 12-3 10-3 10-9 10-9 10-3 Sprue -Pine -Fir 2x10 17-3 15-5 12-7 15-5 15-5 12-7 2x12 20-7 17-10 14-7 20-7 17-10 14-7 ' Assumes 40 psf Ihre load, 10 psf dead load, V360 defelctlon, No. 2 grade, and wet service conditions. See Figure 1 B. 1 Assumes 40 psf live load, 10 psf dead load U180 cantilever deflection with 220 Ib point load, No. 2 grade, and wet service conditions. See Figure 1 A and 2. -3- Table 2. Deck Beam Spans (Ls)1 Joist Sons (L►) Less Than or Equal to. Spedes Size° 6' 8' 10' 12' 14' 16' 18' 3x6 or 2-2x6 5'-5' 4'-8' 4'-2' 3'-10" 3'-6' 3'-1 2'-4" r 3x8 or 2-2x8 6'10' T-11' 5,-4" 4'-10' 4'-6' 4'-1' 3'-8" Douglas Fir -Larch 2, 3x10 or 2-2x10 8'-4" 7'3' 6'-6' 5'-11" 5'-6' S'-1" 4'-8' 3x12 or 2-2x12 (Y-8" 8'-5' 7'-6' 6'-10' 6'-4' S'-11 " 5'-7" it r�r" nr��e r�.�rnr r Hem-Fir2, 4x6 6'-5' 5'-6" 4'-11' 4'-6' 4'-2' 3'-11" 3'-8' SPF 2, 48 8'-5" 7`-3" 6'-6" 5'-11" 5'-6" 5'-2" 4'-10" Redwood, 4x10 9'-11" 8'-7" 7'4' 7-0' 6'-6" 6'-1' T-8" Western Cedars, 4x12 11'-5" 9'-11" 8'-10" 8'-1' 7'-6" 7'-0' 6'-7" Ponderosa Pine', ---■----.. .r,..r Red Pine' 3-2x6 7'-4" 6'-8" 6'-0' S'-6' S'-1' 4'-9' 4'-6" 3-2x8 91-8" 8'-6" 7'-7' 6'-11' 6'-5' 6'-0" 5'-8" 3-2x10 12'-0" 10'-5" &X 81-b' 7'-10" 7'-4' 6'-11" 3-2x12 13'-11" 12'-1" f 10'-9" 9'-10" 9'-1' 8'-6" 8'-1" 1. Assrunes 40 psriive bad, 10 pddead ba4 UM sim k span bw deflection 6NS ViLOondleverdeAeetlon nmh. No, 2 grmk. and werservice conditions. 2. 4xishW wmsd rsrMraaaY spas YddlnY pou�esflr4rrdr, hemFi4 and �, 3. Design m values based on northern species with no Indsing assued. k kwn depth must be squid to or greater dmjdstdepth N)dst h"ars amused (we Figure 6, Option 3). nr� ww Figure 3. Beam Span Types L..._.--.__ joists above "-- beam typical A*e/4 max. pan (L.a): see Table 2 overhang 4. Beam Assembly Details e optional overhang (may occur at each end) MI M1 I I beam splices at post locations , max. sang 3 -P e --e- Z-e0-rV� 2"threaded nails or screws at each end or 10d threaded nail or #10 wood splice end, splices shall be located only screw Z 3"long, staggered in over Interior posts / 2 rows (Figure 3) If a beam Is constructed with 3 -members, attach each outside member to the inside member as shown here 16" typical -6- to/t. 'Wf," �� :? X7 Z� JOIST -10 -BEAM CONNECTIQN Each joist shall be attached to the beam as shown in Figure 6. Joists may bear on and overhang past the beam a maxi- mum of U/4. Use Option 1 or Option 2 to attach the joist to the beam. Option 1 shall only be used if the deck is attached to the house with a ledger (see LEDGER ATTACHMENT RE- QUIREMENTS) or as shown in Figure 23. Mechanical fasten- ers or hurricane clips used as shown in Option 2 must have Figure 6. Joist to -Beam detail a minimum capacity of 100 lbs in both uplift and lateral load directions. Joists may also attach to the side of the beam with joist hangers per Option 3. Joists shall not frame in from opposite sides of the same beam. See JOIST HANGERS for more information. Hangers. clips, and mechanical fasteners shall be galvanized or stainless steel (see MINIMUM REQUIREMENTS). 3-8d threaded mechanical toe nails fastener or top of beam and joist (2 on one side,hurricane clip must be at same 1 on the other) h Star elevation A •a • as o• • O **see manufacturer's recommendations for additional requirements JOIST HANGERS Joist hangers, as shown in Figure 7, shall each have a mini- mum download 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 shall be galva- nized or stainless steel (see MINIMUM REQUIREMENTS). Use joist hangers with inside flanges when clearances to the edge of the beam or ledger board dictate. Do not use dip angles or bradtets to support joists. Figure 3A. Joist Hanger Download Capacity Joist Size Minimum Capacity, lbs 2x8 600 2x10 700 2x12 800 POST REQUIREMENTS All dedt post sins shall be 6x6 (nominal) or larger and the maximum height shall be W-0" measured to the underside of the beam. 4x4 posts are permitted but shall not exceed 48" (inches) in height. Posts shall be centered on footings. Cut ends of pressure treated posts shall be field treated with an approved preservative (such as copper naphthenate) f R402.1.2). The beam shall be at- tached to the post by notching the 6x6 as shown in Figure Figure 7.7jrpical Joist Hangers joist hanger with Inside flanges 8 or by providing an approved post cap to connect the beam and post as shown in Figure 10. All 3 -ply bgams shall be connected to the post by a post cap. All posts shall pro- vide full bearing for beams. All thru-bolts shall have wash- ers under the bolt head and nut. Attachment of the beam to the side of the post without notching is prohibited (see Figure 9). All posts shall provide full bearing for beams. -8- /� '%bl�ir i •� Figure S. Post -to -Beam Attachment Requirements (1) 3x or 4x (2) 2x beam beam must bear fully on 6x6 notch 6x6 min 1/2"diameter ru-bolts th washers 3ostto accomodate beam 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. Joist Connection Details Figure 8. Prohibited Post -to -Beam Attachment Figure 10. Aller to Approved Post -to -Beam Post Cap Attachment / Solid sawn or yam cw %+sy -9- Q secure decking to top of rim joist with 10d threaded nails or 810 x 3" minimum wood screws @ 6" oc. common or smooth nails are not permitted joist to end of each joist with .aded nails or (3) 810 x 3" Kood screws r smooth nails are not permitted FOOTINGS IR4031 See Figure 12 and Table 4 for footing size, footing thickness, and post attachment options and requirements. All footings shall bear on solid ground and shall be placed at least 12 inches below the undisturbed ground surface or below the frost line, whichever is deeper. Contact the authority having jurisdiction to determine the specified frost line. Bearing conditions shall be verified in the field by the building official prior to placement of con- crete. Where the buNdIng 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. DECK FOOTINGS CLOSER THAN 5'-0"TO AN EXISTINGEXTERIOR HOUSE WALL MUST BEAR ATTHE SAME ELEVATIONS ASTHE FOOTING OFTHE EXISTING HOUSE FOUNDATION. Do not construct footings over utility lines or enclosed meters. Contact local utilities (call 811) befor digging. Pre -manufactured post anchors shall be galvanized. See MINIMUM REQUIREMENTS. Figure 12. Typical Footing Options PressureTreated Post posts must be centered on footing check with Building Department for1-fl ti minimum frost depth a requirements d.- . 8 frost dep-t—A a • " a a a erTable 4 -10- Table 4. Footing Sizes' Beam Joist Round Square a Span, Span, Footing Footing Footing L„ L, Diameter Dimension Thickness' 510' 15' 13" 6' 6' 514' 17' 15" 6' Sir 20' 18" 7' 510' 17' 15" 6' 8' 514' 20' 18" 8' 518' 23' 21" 9" 51w- Ql LZ 10' 51W 22' 20" 9" 518' 25' 23' 10" 510' 21' 19" 8" 12' S14' 24' 22" 10" 518' 28' 26" 11' %;IW 22' 20' 9' 14' 514' 26' 24' 11' 518' 30' 28' 12' 510' 24' 22' 9" 16' 514' 26" 26' 12" 518' 32' 30" 13' :51W 25" 23' 10' 18' 514' 30' 28' 12' 518' 34" 32' 14' ' Assumes 1,500 psf soN bearing capacity. ' Assumes 2.500 psi compressivee�n11g�t of concrete. Coordinate foot- ing thickness with post base and anchor requirements. Cut ends of posts shall be field treated with an approved preservative (such as copper I- lcowilwo footings must bear on solid ground pre -manufactured post base with post anchor, or poured in place footing perTable 4. Where soil conditions allow, soil forms may be allowed. a a 11 1 4• G I- lcowilwo footings must bear on solid ground pre -manufactured post base with post anchor, or poured in place footing perTable 4. Where soil conditions allow, soil forms may be allowed. FREE STANDING DECKS Decks which are free-standing do not utilize the exterior wall of the existing house to support vertical loads (see Figure 21); Instead, an additional beam with posts Is provided at or within L/4 of the existing house. THE ASSOCIATED DECK POST FOOTINGS HALL BE PLACED ATTHE SAME ELEVATION AS THE EXISTING HOUSE FOOTING IF LOCATED CLOSER Figure21. Free Standing Deck install diagon per Figure 22 DECK STABILITY `1 Decks greater than 4 fleet above grade shall be provided with diagonal bracing. / Fioure22. Diaaonal Bracina Reauirements l pOSt' earn brach BRACING PARALLEL TO BEAM -15- THAN 5'- 0" TO AN EXISTING HOUSE WALL (see Figure 2 and Figure 12). For houses with basements, a cylindrical footing (caisson) is recommended to minimize required excavation at the basement wall. Beam size is determined byTable 2. joist overhang o --existing house foundaton wall deck footings must be at same elevation as existing house footing N provide blocking when joists do not align with posts joist at post locations BRACING PERPENDICULAR TO BEAM Diagonal Bracing: Provide diagonal bracing both parallel and perpendicular to the beam at each post as shown in Figure 22. When parallel to the beam, the bracing shall be bolted to the post at one end and beam at the other. When perpendicular to the beam, the bracing shall be bolted to the post at one end and a joist or blocking between joists at the other. When a joist does not align with the bracing loca- tion provide blocking between the adjacent joists. Decks attached to the house as shown in Figure 23A do not require diagonal bracing perpendicular to the house. Diagonal bracing parallel to the house may be omitted at the beam adjacent to the house for a free-standing deck attached as shown in Figure 23. Free-standing Deck -Attachment to House: Attach the deck rim joist to the existing house exterior wall as shown In Figure 23 for a free-standing deck. The wall must be sheathed with minimum 3/8'wood structural panel sheath- ing. Use lag screws orthru-bolts when fastening to an exist- Ing xistIng band joist or wall stud; use expansion anchors or epoxy Figure 23. Attachment of Free -Standing Deck to House for Deck Stability remove siding at rim joist exterior sheath' t location prior to installation min. thkkness 3/8" J --....... flashing extending existing wall stud,---* band joist, or con- crete or masonry foundation wall 1 fasteners @ 1 staggered '- rim joist beam & Dos rim GUARD REQUIREMENTS All decks greater than 30"above grade are required to have a guard [11312.1) - oneexample is shown In Figure 24. Other mr ouard construction / Fioure 24. Example Guard Detail - Best Practice / 4x4 post, typical DO NOT NOTCH minimum # 1 (2) 1/2"diameter thru-bolts and washers anchors when fastening to concrete or masonry, DO NOT ATTACH TO BRICK VENEERS. VERiFYTHIS CONDITION IN THE FIELD PRIORTO UTiLIZINGTHIS METHOD. Fasteners shall be 16' on center and staggered In 2 rows for free-standing decks. Flashing over the rim joist is required and must be Installed in accordance with the flashing provisions in the LEDGER ATTACHMENT REQUIREMENTS. Deck Supported by Ledger - Attachment to House: Where supported by attachment to an exterior wail (Fig- ures 14,15, or 16), decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads as applicable [11502.2.2). The lateral load connection required shall be permitted to be in accordance with Figure 23A. Hold down tension devices shall be provided In not less than two locations per deck, and each device shall have an allowable stress design capacity of not less than 1,500 lb [R502.2.2.31. Figure 23A. Example of a Lateral Load Device for a Deck Attached to a House with a Ledger floor sheathing nailing FTT at 6'maximum on hold down or similar center to joist with hold tension device floor joist -J (-1 Ldedc Joist when installed according to the manufacturers installation Instruction, or as approved by the authority having jurisdic- tion. Where a guard is required and fixed seating Is provided the guard height is measured from the top of the fixed seat- 0-o`maximumspacing 2x2 baluster, typical -2x6 or 5/4 board P rail ran { 2x4 top and bottom; attach to guard post with (2)S8 wood screws s 2-1/2" long on inside face. openings shell riot allow'- 1, ttach balusters at top and bottom with the passage of a 4' diameter (1)*8 wood screw or (2)8d post frame sphere threaded nails with 0.123'nominal diameter -16- GUARQ PQ$J AX ACHMENYS shall be attached to the rim joist in accordance with Figure Deck guard posts shall be a minimum 44 (nomina0 with an 26. Only hold down anchor models meeting these mini - adjusted bending design value not less than 1,100 psi. mom requirements shall be used. Hold down anchors shall have a minimum allowable tension load of 1,800 pounds for Guard posts for guards which run parallel to the deck joists a 36" maximum rail height and be installed In accordance shall be attached to the outside joist per Figure 25. Guard with the manufacturer's instructions. posts for guards that run perpendicular to the deck joists Figure 25. Guard post to Outside Joist Example - Best practice *guard posts can be installed as shown in Figure 26 (between *guard posts may be I see Figure 24 for guard joists) If blocking is installed as located on either side mponent attachment shown below within 12'ofeach of the outside -joist requirements side of the post i 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. thru- bolts and washers outside joist 2'min 2-1 /2" min. and 5" max. 2"mi s outside joist SECTION guard post PLAN VIEW Figure 26. Guard post to Rim Joist Example - Best practice see Figure 24 for guard component attachment requirements guard rim hold-down anchor - joist minimum (2)1/2"--.., diameter thru- bolts and washers SECTION N hold-down anchor Joist gn gu st at j anon -•�—tim joist min. hold-down 1 R" min. and 5' max. min. at joist location between joists PLAN VIEWS -17- post gist STAIRE�Q�1BEMENTS Stairs, stair stringers, and stair guards shall meet the require- ments shown in Figure 27 through Figure 31 and Table 7 ex- cept where amended by the local jurisdiction. All cut string- ers shall be a minimum of 2x12, and solid stringers shall be a minimum of 2x10. Stair stringers shall not span more than the dimensions shown in Figure 28. If the stringer span exceeds these dimensions, then a 4x4 post may be provided to support the stringer and shorten its span length. 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 designed and constructed as a free-standing deck Figure 27. ad and Riser Detail riser may be open, but shall not allow the passage of a 4'diameter 7-3/4'maximum-i riser, height shall t risers: 1x material, one anotheb� not deviate from �T- -- I minimum r + ` more than 3/8 , -treads: see Figure 29 and Table 6 i 3/4'-1-1/4'nosing; nosing shall not deviate from one another by more than 3/8' Figure 29. Tread Connection Requirements Attchment per tread at each stringer or ledger: 2x — or 5/4 treads - (2)8d threaded nails or (208 screws z 2-1/2' long 3x _._. treads - (2)16d threaded nails or (2)#8 screws z 3-1 /2"long stringer treads: 2x _ or 5/4 boardtreads: seeTable 7 36 18" max. 18"max 360 max. 2x4 ledgers, each side, full depth of tread; attach with (4) stringer 10d threaded nails or (4)#8 wood screws a 3' long CUT STRINGER SOLID STRINGER using the details in this document. Stairs shall be a mini- mum of 36" in width, �rombination of cut and solid wing- ers can be used, but shalFW placed at a maximum spacing bl'TS"Mrc-enfr (see Figure29). The width of each landing s�ia�li n' a less than the width of trie stairway served. Every landing shall have a minimum dimension of 36" measured In the direction of travel and no less than the width of the stairway served [11311.7). Figure 28. S it Stringer Requirements r___'11 max. span = 7'4) fop may. span = 6'-0: f 1,1 A species CUT STRINi 1 max span =16-8"for Southern Pine max span =13'-0" for other Table 1,1 A species SOLID STRINGER Table 7. Minimum Tread Size for Cut And Solid Stringers' cut Solid Species Stringer Stringer Douglas Fir Larch, Hem -Fir, SPF2 2x4 or 5/4 2x6 or 3x4 Redwood, Western Cedars, Ponderosa Pine3, Red Pine; 2x4 or 5/4 2x6 or 3x4 Assumes 300 lb concentrated load, U288 deflection limit, No. 2 grade, and wet service conditions. Incising assumed for refractory species including Douglas fir -larch, hem -fir, and spruce -pine -fir. Design values based on northern species with no incising assumed. /`���iri►i re✓ -18- HP Off cej t 56.00 series 5610 1 Printer/Fax/Copier/Scanner Log 0 Fl ure 30. tair Guard Requirements C—Figulre—it Stringer Attachmerrt Detail Jun Last T t i o n 6'-O'mwdmum rlm joist or = outside jo[st Date Time Type hetweenpos$den i f i cat i on Dur es Result Jun 21 O�i r;�5e t 0 39 : Error 388* rise or 3r or more, see GUARD REQI IREMENTS * A c O m m LF6t dt1WMrlfot Aftn e r If you're sending, fax machine is rea the initiator and stair guard height 34'min. measured from nosing of step openings for required guards - on the sides of stair treads shall not allow a sphere 4-3/8' to pass litwlwring the trs{},p� ry a ain.r call to m�1i[�u%he re ip' ent's xes. If yo4WWO t%ng, contact the d o c u m e rktmcaVadrprtents Triangular opening shall not permit the passage of a 6' diameter sphere. ATTACHMENT WITH HANGERS STAIR HANDRAIL REQUIREMENTS than 6-Mrshall provide a graspable finger recess area on All stairs with 4 or more risers shall have a handrail on at both smooth surface with no sharp comers. Handrails shall least one side (see Figure 32A) [R311.7.7). The handrail run continuously from a point directly over the lowest riser height measured vertically from the sloped plane adjoining to a point directly over the highest rise and shall return to the tread nosing shall be not less than 34 inches and not the guard at each end. Handrails may be interrupted by more than 38 inches (see Figure 30) [R311.7.7.1). Handrails guard posts at a tum In the stair [R311.7.7.2). shall be graspable and shall be composed of decay -resistant and/or corrosion resistant material. Handrails shall beType I, Type Ii, or provide equivalent graspability (see Figure 32B). Type I shall have a perimeter dimension of at least 4' and Figure 32& Handrail Grip Size not greater than 6-1/4'. Type II rails with a perimeter greater 11n'-23/4' Figure 32A. Handrail Mounting Examples fasten handrails per manufacturer recommendations 1 1/2'TqP1 n13/4'mi3/4' min 2x blocking 1112* min -+-- 11/2'7handrall 34'-38'to nosing of stairs, typical wail------.� osion-mistant —guard I� hardware MOUNTEDTO 'UARD MOUNTEDTO WALL -19- 21/4'max NONCIRCULAR CIRCULAR [R311.7.73 Type 0 Perimeter: 4'-61/4' RECESSED IR311.7.73 TAX If1 Perimeter: > 61/4' STAIR LIGHTING REQUIREMENTS 18303 61 Stairways serving a required exit shall have a light source lo- cated at the top landing such that all stairs and landings are illuminated. The light switch shall be operated from inside the house. However, motion detected or times switches are acceptable. HP Officejet 5600 series 5610 Personal PrinterlFax?Copi.er/Scanner Log for Jun 21 2012 3:23p Last Transaction Date Time Type Identification Duration Pages Result Jun 21 03:22p Fax Sent 0:00 0 No answer 797011-177TT-91 M - Deck Information Deck 1 Construction Method - Beam on Top of Post Footing Type - Pier In -Ground Live Load - 60 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing • 120 in Post Spacing - 117 1/4 in Decking - L2x6 Con -Common Redwood No. 2 Beams - L2x12 Treated Hem -Fir Select Structural Joists - L2x8 Treated Hem -Fir Select Structural Posts - L6x6 Treated Hem -Fir Select Structural Deck Height - 84 in Diagonal Bracing - Yes Joist Overhang - 0 in Beam Overhang - 0 in Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 2x6 Pref Joist Size - NONE Pref Beam Size - NONE Pref Post Size - NONE Diag Brace Height 1 - 24 in Diag Brace Height 2 - 24 in Stair Step Width - 36 in Step Height - 77 in Step Rise - 7 iq Step Run - 11 in Stringers - L2x12 Treated Hem -Fir Select Structural Risers - L2x4 Con -Common Redwood No. 2 Treads - L2x6 Con -Common Redwood No. 2 Railing 1 Railing Height - 36 in Baluster Spacing - 3 3/4 in Toe Space - 3 3/4 in Railing 2 Railing Height - 36 in 7A 14, Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no as un plan ni una estimaci6n final del diseRo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina esti conforme a los t6rminos en la negaci6n, situada en el extremo de este documento. Copyright ©1989-2012 Edgenet, Inc. Page 8 of 15 Doc ID Ofg6fb32-2854-4cf9-baO2-fe88e3f37bd8 Pro Deck Design TM Baluster Spacing - 3 3/4 in Toe Space - 3 3/4 in Railing 4 Railing Height - 36 in Baluster Spacing - 3 3/4 in Toe Space - 3 3/4 in Railing 5 Railing Height - 36 in Baluster Spacing - 3 3/4 in Toe Space - 3 3/4 in Railing 6 Railing Height - 36 in Baluster Spacing - 3 3/4 in Toe Space - 3 3/4 in Railing 7 Railing Height - 36 in Baluster Spacing - 3 3/4 in Toe Space - 3,3/4 in Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no as un plan ni una estimacibn final del diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacibn contenida an esta pfigina estfi conforme a los t6rminos an la negaci0n, situada an el extremo de este documento. Copyright © 1989-2012 Edgenet, Inc. Page 9 of 15 Doc ID Of96fb32-2854-4cf9-baO2-fe88e3f37bd8 Pro Deck Design TIA . - Sku Usage List Usage Sku Description Qty Baluster 903116 1-3/8X1-3/8-8FT B/BTR S4S REDWOOD 40 Beam 378319 2X12X12' PT CONSTRUCTION SELECT 8 Bottom Rail 436321 2X4-8FT CON COMMON REDWOOD 6 Bottom Rail 436348 2X4-1 OFT CON COMMON REDWOOD 4 Decking 436429 2X6-16FT CON COMMON REDWOOD 33 H Top Rail 436380 2X6-8FT CON COMMON REDWOOD 6 H Top Rail 436399 2X6-1 OFT CON COMMON REDWOOD 4 Joist 382792 2X8-1 OFT PT CONSTRUCTION SELECT 16 Post Spec. Order 0 6x6x6 Treated Hem -Fir Select Structural 6 Railing Post SO$RCH448 4x4x8' ConHeart Redwood 8 Rim Joist 377915 2X8-8FT PT CONSTRUCTION SELECT 1 Rim Joist 377984 2X8-16FT PT CONSTRUCTION SELECT 2 Rim Joist 382792 2X8-1 OFT PT CONSTRUCTION SELECT 2 Riser 436321 2X4-8FT CON COMMON REDWOOD 1 Riser 436348 2X4-1 OFT CON COMMON REDWOOD 7 Stair Stringer 378319 2X12X12' PT CONSTRUCTION SELECT 4 Step Tread 436380 2X6-8FT CON COMMON REDWOOD 1 Step Tread 436399 2X6-1 OFT CON COMMON REDWOOD 7 Vert Top Rail 436380 2X6-8FT CON COMMON REDWOOD 6 Vert Top Rail 436399 2X6-1 OFT CON COMMON REDWOOD 4 Decking Con -Common Redwood No. 2 DeckScrew Red 735097 DECKMATE SCREW, RED, 3 IN, 5LB 2 Baluster Fasteners 1—Generic Baluster Screw 735068 DECKMATE SCREW, TAN, 2-1/21N, 5LB 1 Beam on Post Connection 2—Generic Simpson 6x6PC 669440 AC6Z 6 6 TWIN POST CAP Z -MAX 12 Simpson 6x6PCS 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW 2 Blocking Fasteners 1—Generic Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diserio. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pAgina est6 conforme a los t6rminos en la negaci6n, situada en el extremo de este documento. Copyright ©1989-2012 Edgenet, Inc. Page 10 of 15 Doc ID Of96fb32-2854-4cf9-baO2-fe88e3f37bd8 Builders Tube 1—Generic 10" BuildersTube 336963 10"X48" TUBE FOR CONCRETE 6 Built Beam Fasteners 1—Generic Nails 599916 16D5HDG 5LB. BOX OF 16D HDG NAILS 1 Concrete 2—Generic ConcPierin-Gnd 338476 50LB SAKRETE CRACK -RES CONCRETE MIX 27 Diagonal Bracing Connection 2—Generic DiagBraceBeamB 544208 CARRIAGE BOLT-GALV. 1/2 X 8 12 DiagBraceBeamN 538892 HEX NUT GALV 1/2 12 DiagBraceBeamW 538981 FLAT CUT WASHER GALV 1/2 12 DiagBraceJoistBol 544208 CARRIAGE BOLT-GALV. 1/2 X 8 12 DiagBraceJoistNut 538892 HEX NUT GALV 1/2 12 DiagBraceJoistWa 538981 FLAT CUT WASHER GALV 1/2 12 Diagonal Bracing 1—Generic DiagBraceBeam 386594 4X4-10FT PT CON SELECT FIR 2 DiagBraceJoist 387133 4X4-12FT PT CON SELECT FIR 2 Joist to Beam Connection 1—Generic Simpson HurTie 102924 H2.5AZ HURRICANE TIE Z -MAX 32 Simpson HurTieS 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW 4 Post Base Connection 2—Generic Simpson 6x6PBN 599916 16D5HDG 5LB. BOX OF 16D HDG NAILS 1 Rail Post Connection 1—Generic Rail Post -Bolt 927708 CARRIAGE BOLT GALV 1/2 X 6 30 Rail Post -Nut 538892 HEX NUT GALV 1/2 30 Rail Post -Washer 538981 FLAT CUT WASHER GALV 1/2 30 Rail to Rail Post Connection 1—Generic Railing Screws 177313 DECKMATE SCREW, TAN, 3-1/21N, 5LB 1 Rim Joist Fasteners 1—Generic Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimacibn final del disefio. EDGENET, INC. no asume ninguna la informaci0n contenida en esta p6gina esti conforme a los t6rminos en responsibilidad del use o de la salida correcto de este programa.Toda la negaci0n, situada en el extremo de este documento. Copyright ® 1989-2012 Edgenet, Inc. Page 11 of 15 Doc ID Of96fb32-2854-4cf9-baO2-fe88e3f37bd8 I!G , TM Pro Deck DesignSO \ Usage Sku Description Qty Rim Joist Nail 446408 16D 3-1/2" HOT GALV BOX 1 LB 3 Stringer Connection 1—Generic Simpson SO$STRINGSS LSCZ ADJUSTABLE STRINGER TIE ZMAX 4 Simpson 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW 1 Tread Connection 1—Generic Tread Screws 734968 DECKMATE SCREW, TAN, 3 IN, 5LB 1 Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseho. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pAgina estA conforme a los t6rminos en la negaci6n, situada en el extremo de este documento. Copyright ©1989-2012 Edgenet, Inc. Page 12 of 15 Doc ID Of96fb32-2854-4cf9-ba02-fe88e3f37bd8 iX ilk Qty UOM SKU TM Pro Deck Design Material List Description Stock Items 32 EA 102924 H2.5AZ HURRICANE TIE Z-MAX VIII I III II IIII II II 1 BX 177313 DECKMATE SCREW, TAN, 3-1/21N, 5LB IIIIII I I I IIII I VIII 6 EA 336963 10"X48" TUBE FOR CONCRETE III I VIII II II I VIII 27 EA 338476 50LB SAKRETE CRACK-RES CONCRETE MIX III I IIIIII II II I IIII 1 EA 377915 2X8-8FT PT CONSTRUCTION SELECT IIIIII I II II II II IIII 2 EA 377984 2X8-16FT PT CONSTRUCTION SELECT IIIIII I II II IIII II II 12 EA 378319 2X12X12' PT CONSTRUCTION SELECT IIIIII I I I VIII II III 18 EA 382792 2X8-1 OFT PT CONSTRUCTION SELECT III III VIII I II III II 2 EA 386594 4X4-10FT PT CON SELECT FIR III III IIIIIIIIIIIII 2 EA 387133 4X4-12FT PT CON SELECT FIR III III IIIIIIIIVIII 7 EA 436321 2X4-8FT CON COMMON REDWOOD IIIIIIIIIIIII IIIIII 11 EA 436348 2X4-1 OFT CON COMMON REDWOOD IIIIIIIIIIIII III III 13 EA 436380 2X6-8FT CON COMMON REDWOOD III I IIII I IIIIII I III 15 EA 436399 2X6-1 OFT CON COMMON REDWOOD III IIII VIII �� III 33 EA 436429 2X6-16FT CON COMMON REDWOOD III I IIIIII II II II III 3 BX 446408 16D 3-1/2" HOT GALV BOX 1 LB VIII II III II I III III 1 BX 454141 16D 3-1/2" HOT GALV BOX 5 LB III II III IIII I IIII II 7 EA 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW IIIIII I IIII I III I III 54 EA 538892 HEX NUT GALV 1/2 III I IIII III I II III II 54 EA 538981 FLAT CUT WASHER GALV 1/2 III I VIII II II IIII II 24 EA 544208 CARRIAGE BOLT-GALV. 1/2 X 8 2 BX 599916 16D5HDG 5LB. BOX OF 16D HDG NAILS IIII II III II III I IIII 12 EA 669440 AC6Z 6 6 TWIN POST CAP Z-MAX IIII I VIII II III I III 1 BX 734968 DECKMATE SCREW, TAN, 3 IN, 5LB IIII (IIII II II III III 1 BX 735068 DECKMATE SCREW, TAN, 2-1/21N, 5LB IIIIIIIIIIIII III III 2 BX 735097 DECKMATE SCREW, RED, 3 IN, 5LB III I IIIIII I VIII I II Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseAo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina est6 conforme a los tdrminos en la negaci6n, situada an el extremo de este documento. Copyright ©1989-2012 Edgenet, Inc. Page 13 of 15 Doc ID Of96fb32-28544cf9-baO2-fe88e3f37bd8 _� « TMMI �o Pry! Dck eDesign �, \; Qty UOM SKU Description 40 EA 903116 1-3/8X1-3/8-8FT B/BTR S4S REDWOOD IIIII'I�'lllllll"I 30 EA 9277p8 CARRIAGE BOLT GALV 1/2 X 6 IIII I'I III" I I'I ISI Special Order Items (Price Not Included In Total)* 8 EA SO$RCH448 4x4x8' ConHeart Redwood 4 EA SO$STRINGS LSCZ ADJUSTABLE STRINGER TIE ZMAX 6 Spec. Order 0 6x6x6 Treated Hem -Fir Select Structural Total Price $2,838.51 Estimate Created: 06/19/2012 Days Valid 14 This price does not include any Special Order items. Please see Store Associate to adjust the design or to price and order items. Parameters used for Deck 1: 60 psf live load, 48 inch footing depth. Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseMo. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina est6 conforme a los t6rminos en la negaci6n, situada en el extremo de este documento. Copyright © 1989-2012 Edgenet, Inc. Page 14 of 15 Doc ID Of96fb32-2854-4cf9-baO2-fe88e3f37bd8 AIGX ElPro Deck fn :0 Design TM 7 Disclaimer Warning and Important Instructions: EDGENET, INC. assumes no responsibility for the correct use or output of this program. This is not a final design plan or estimate. Variations in building codes, specific architectural considerations, and site conditions may require changes to the design and estimate. You are responsible for the final structure, conforming to local building codes, materials and structural safety of the final design. EDGENET, INC. does not engage in the practice of engineering, architecture, or general contracting. EDGENET, INC. does not assume any responsibility for design, engineering, or construction; for selection or choice of materials used; for compliance with any codes, laws, or standards of workmanship. All designs, estimates and final structures should be examined by a qualified professional to determine they are reasonable and accurate. DO NOT CUT LUMBER AND/OR MATERIALS IN ADVANCE. Advance cutting may lead to lumber and/or materials that are too long or too short for the structure. EDGENET, INC. does not assume any responsibility for lumber and/or materials cut that do not fit the structure. Advertencia a Instrucciones Importantes: EDGENET, INC. no asume ninguna responsabilidad por el use correcto ni por los productos de este programa. Esto no constituye un plan de diseho o estimaci6n final. Las variaciones en los c6digos de construcci6n, las consideraciones arquitect6nicas especlficas y las condiciones del sitio pueden requerir cambios en el disefio y la estimaci6n. Usted es responsable de que la estructura final cumpla con los c6digos de construcci6n locales y con la seguridad estructural y de los materiales del diseflo final. EDGENET, INC. no participa en la ingenieria, la arquitectura ni en la contrataci6n general. EDGENET, INC. no asume responsabilidad alguna por el diseho, la ingenieria, o la construcci6n; por la selecci6n o la elecci6n de los materiales usados; por el cumplimiento de los c6digos, las leyes, o los est;�ndares de mano de obra. Todos los disehos, las estimaciones y las estructuras finales deben ser examinados por un profesional calificado para determinar que sean razonables y exactos. NO CORTE LA MADERA NI LOS MATERIALES CON ANTELACION. Si la madera o los materiales se cortan con antelaci6n, pueden ser demasiado largos o cortos para la estructura. EDGENET, INC. no asume responsabilidad alni,na si la madera o los materiales que se cortaron no encajan en la estructura. v. z ....(r •.v1r.,.,<`Wf'...�w .,.....atau...>..f.+ ,.x ..iw*' ....w -«.a Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia a instrcciones importantes: Esto no as un plan ni una estimaci6n final del disefio. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta p6gina este conforme a los t6rminos an la negaci6n, situada en el extremo de este documento. Copyright © 1989-2012 Edgenet, Inc. Page 15 of 15 Doc ID Of96fb32-2854-4cf9-baO2-fe88e3f37bd8 • REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEY BUILDING DIVISION THIS BUILDING SUBJECT CITY COPY TO FIELD INSPECTION CORRECTIONS 31 t+ Arc, PLANNING DEPT. APPROVED DATE:____16 /zZ/ ,1 FCin THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS f'lantiad