2 SPS DECKS (1) Decks attached to dwellings and any detached decks that serve an exit shall comply with the applicable provisions of subchs. II to X of ch. SPS 321, including all of the following: (a) Excavation requirements under s. SPS ; (b) Footing requirements under s. SPS (2) (f); (c) Frost penetration requirements under s. SPS ; (d) Load requirements under s. SPS ; (e) Stair, handrail and guard requirements of s. SPS (f) Decay protection requirements of s. SPS (2) A deck that complies with the standards in ch. SPS 325 Appendix B, and ch. SPS 325 Appendix C, if applicable, shall be considered as complying with sub. (1).
3 What Will Be Covered Common Misconceptions Flashing SPS (1) Calculate Footing Size (I.e. Sonotube ) SPS (2)= Appendix B Deck Fails In The News (Time Permitting)
5 Ledger Board Attachment SPS If I use the old method, I can attach my ledger board to a masonry veneer or chimney or a house overhang. NO These items are not designed for additional loads.
6 Ledger Board Attachment June 29, 2003 Inspections showed the lag bolts were actually bent (ASHI Reporter/ANNE W. WEST)
7 Ledger Board Connection SPS Nailing a ledger board is fine, I ve been doing this for years.
8 Ledger Board Connection
9 Architect / Engineer Stamp SPS All I need is my deck plan stamped by an architect or engineer & I m good to go. Everyone must provide proper structural analysis along with the plans submitted. You are not required to have an architect or engineer design your deck. SPS (6)(c)*
10 Lateral Support SPS If I use the old method, I don t need to provide lateral support!
11 Decks in Exit Path SPS I have my two required exits for my house, my deck doesn t need to comply with the code for my third exit. SPS does not say label 2 doors as exits & the rest of the doors are exempt! All exterior doors leading to decks must meet SPS
12 Detached Decks SPS (2) (f) Detached decks which serve an exit shall be supported on a structural system designed to transmit and safely distribute the loads to the soil.
13 Treated Lumber SPS As long as the lumber is treated I can use it anywhere on my deck! UC3B-Exterior construction, above ground* UC4A-Ground contact -SPS321.10(1)(a) The wood shall be labeled and pressure treated with preservative in accordance with an AWPA standard or shall be naturally durable and decay resistant or shall be engineered to be decay resistant. -SPS321.10(2)(j) Any structural part of an outdoor deck, including the decking is applicable.
14 UC3B vs. UC4A Decks Decking(Painted/Unpainted) Joists and Beams 1 Railing Components Above Ground, Exterior UC3B Joists and Beams 1 Support Posts (Sawn) Ground Contact or Fresh water UC4A 1 Joists and beams shall be treated to requirements for UC4A when they are difficult to maintain, repair or replace and are critical to the performance and safety of the entire system/construction. Excerpt from AWPA Standard U1 Copyright 2016 AWPA All Rights Reserved
15 The following sawn components for exterior above ground use shall be treated to Ground Contact UC4A or higher requirements: a) When there is a reasonable expectation that soil, vegetation, leaf litter or other debris may build up and remain in contact with the component. b) When the construction itself, other structures or anticipated vegetation growth will not allow air to circulate underneath the construction and between decking boards. c) When components are installed less than six inches above ground (final grade after landscaping) and supported on permeable building materials (e.g. treated wood or concrete). d) When components are in direct contact with non-durable untreated wood, or any older construction with any evidence of decay Excerpt from AWPA Standard U1 Copyright 2016 AWPA All Rights Reserved
16 The most dangerous phrase in the language is we ve always done it this way. United States Navy Rear Admiral Grace Hopper
17 One Deck, So Many Issues -Attached to House overhang -Ledger board nailed to house -Hangers nailed w/ roofing nails -Joists not nailed into hangers -End joists not hangered at all -Beam attached by nails next to posts -Guess what was placed on top of it?
18 Flashing SPS (3) FLASHING(d) 5. Where porches, decks or stairs attach to a wall or floor assembly of wood frame construction.
19 Sill Flashing at Sliding Glass Door
20 No Flashing, Improperly Flashed What could possibly go wrong?
21 SPS (1) (1) Decks attached to dwellings and any detached decks that serve an exit shall comply with the applicable provisions of subchs. II to X of ch. SPS 321, including all of the following: (a) Excavation requirements under s. SPS ; (b) Footing requirements under s. SPS (2) (f); (c) Frost penetration requirements under s. SPS ; (d) Load requirements under s. SPS ; (e) Stair, handrail and guard requirements of s. SPS (f) Decay protection requirements of s. SPS
22 Egress Windows (6)(f) An egress window under a deck or porch shall discharge through a clear path of at least 36 inches in height and 36 inches in width, and no more than 15 feet in length, to a yard or open space. Wisconsin Statute Contact Diggers Hotline before any digging that disrupts the ground s surface. (Private lines are the owner s responsibility)
23 Joist, Beams & Posts SPS Joists and Beams -Proper documentation for sizing. This is how we ve always done it, doesn t work. -UDC, NDS 2015? -Adjustments for wet location, or incising as needed? Southern Pine most popular joists for decks in big box stores. Southernpine.com has their own wet location span chart. Posts -Post sized for deck height & load? -Lateral bracing needed?
24 Deck Loads SPS Deck loads, need to include all concentrated loads. -Hot tubs, pools, planters, large grills, built-in seating, large gatherings, etc.? -Most hot tub MFRs will list the P.S.F. in their manuals, can range P.S.F. Sample from manufacturer
25 Stairs, Guards & Railings SPS or more stairs require a handrail. Decks over 24 require guards on all open sides.
26 Deck Design Programs Internet sites & big box stores will design a deck for you. Can/should they be used?
27 Calculating Footing Size Tube form MFRs (Sonotube, Quik tube, etc.) do not supply what loads can be supported solely by their forms. Tubes large enough for loads & soil conditions? Will they require footings?
28 Sizing Footings
29 Label: -Deck Size -Beam(s) -Post Location(s) -Overhang(s) Label Plan
31 Any additional loads? Tributary Load
32 Footing Size
33 Footing Thickness
34 Appendix B A break down for the eyes of a novice Considerations (When using Appendix B) Where to Start? (Structural Features) Deck Plan Checklist Construction (Time Permitting) Inspections (Time Permitting)
35 Considerations Concentrated loads max 40 SPF Single span joists only Max Joist length for tables 16-0 NOTE: Max Joist length = 27 * Using 2x12 12 o.c. w/overhangs & Deck is free standing *Table 1 footings only allows a maximum joist length of 16 including overhangs. Joist spans exceeding this must be designed through structural analysis.
36 Structural Features 1. Deck Size Where To Start? 2. Joists: size, length, spacing, overhang 3. Beam: size, length, overhang 4. Footing: size, spacing 5. Lateral Support 6. Decking *Will deck be: -Attached -Free standing
37 Joists Pick the type of lumber you want to use Find Length or close to it on Table 4 Need/want overhangs?.25 joist span = Max overhang per Figures 5 & 7
38 Beam Table 3A & 3B Pick the type of lumber you want to use Locate your joist span & pick a beam size Need/want overhangs?.25 joist span = Max overhang (Tables 3A & 3B) (The longer the span length the larger the footing)
39 Total joist length 16-0 Footings Table apart 1 All footing sizes are base diameters 2. 2 For square footings, insert the diameter (d) into the following formula: ((d/2) 2 p). This number will give you the square dimension & must be rounded up to the nearest inch. 3 Joist length is the joist span plus any overhang beyond a beam. See section 5.4.
40 Lateral Support Decks over 24 above grade require lateral support* *Exceptions to be discussed later
41 Decking Types of Decking: -2x4s & 2x6s -five quarter span rated decking boards -Wood plastic composite -Plastic decking requires professional testing organization testing to support 40LL psf & installed per MFR Decking: 45 or 90 To Joists?
42 Deck Example Summary Deck size: 20-0 x 16-0 Joists: Southern Pine 16 o.c. w/ 2 overhangs Beam: Southern Pine (2) 2x10 w/ 1-0 overhangs Footings: 19 diameter & 8 thick Posts: 6-0 apart Decking: 45 Attached to house 4-0 above grade
43 Typical Framing Plan Can use this or make your own
44 Sample Framing Plan
45 Sample Checklist
46 Construction The Rest of Appendix B
47 Section 1: General requirements Lumber Wood-Plastic Components Fasteners Hardware Electrical Requirements Loading Safety Glazing NEC (E)(3)
48 Lumber Douglas fir/larch Hemlock/fir Spruce/pine/fir (SPF) Southern pine, Must be grade #2 or better Appendix C Adds: Ponderosa Pine Red Pine Redwood Must be pressure treated & ground contact when needed
49 Hardware & Fasteners Nails must be threaded: Spiral-Grooved or Ring-Shanked Lag-Screws Carriage-Bolt w/ bolt head (substitute for through-bolts) Fasteners & hardware must be same material, galvanized steel or stainless steel
50 Section 2: Footings, & Post Connections Concrete Footings Attachments Connections Concrete min. 3,000 pounds per in 2 (compressive strength)
51 Footings, & Post Connections Post Attachment Figure 1, plus expansion anchors Figure 1 1 min. base plate* unless ground contact lumber used Expansion Anchors are permitted *MFRs may require min. edge distance
52 Footings Post over middle 1/3 of footing Footings min 48 below grade or frost line whichever is greater Not on unprepared fill material, organic soil, alluvial soil, or mud Bearing capacity of the soil at least 2,000 PSF Example: 12 footing 12/3 = 4 size of middle 1/3 of footing Place anywhere in this circle
53 Free-Standing Deck Footings Footings prohibited over utility lines or service pipes
54 Section 3:Post-Beam-Connection Beam Splices Require Min. 6 x6 Posts
55 Post-Beam-Connection Toe nailing prohibited Post caps per MFR specs Recommended to field-treat cut ends of posts with wood preservative
56 Section 4: Beams Multiple 2x members for a beam, see Figure 4. Pressure preservative treated glulam beams require design and plan submission with permit application.
57 Section 5: Joists Full Height 2x blocking/bridging for 2 x10 or deeper joists 8 feet apart. Blocking above beam, can reduce up to 60% of height for drainage. Attach blocking/bridging with (3)10d toe nails at each end.
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