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Deck Permit Handout A�Ibc t DECK PERMIT HANDOUT This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code,Albertville City ordinances,and good building practice. While every attempt has been made to insure the correctness of this handout, no guarantees are made to its accuracy or completeness. Responsibility for compliance with applicable codes and ordinances falls on the owner or contractor. For specific questions regarding code requirements,refer to the applicable codes or contact your local Building Department. The following are examples of information that should be included on plans submitted for building permits for residential decks. They are examples only and should not be construed as being code compliant for every application. It is the responsibility of the homeowner or person preparing the plans to show in detail how they will build their deck. Some designs may require more detail than others. Your deck plans should replicate exactly how you will build your deck. We will review your plans before we issue the building permit to identify code violations before you start work. The more detailed your plans, the more likely you avoid corrections in the field. When you receive your permit, you will also be given one set of plans stamped "Approved". One your plans are approved, you should not change your design without approval by the Albertville Building Department. You should read through the approved plans to determine if the plan reviewer noted any corrections to your plan. If you have any questions regarding any of the corrections, you should contact us before proceeding. Plans created at home centers are not acceptable for plan review. These computer designs do not allow homeowners to duplicate conditions at their home. Applications submitted with these types of plans will be returned to the applicant. REQUIRED INFORMATION WHEN APPLYING FOR A PERMIT: We will not accept computer generated plans from retail home centers as they are material lists for estimating purposes only. Deck plans shall be site specific to your property. A. Submit 2 copies of a Certificate of Survey or 2 Copies of a plot plan drawn to scale indicating the lot dimensions, the location and ground coverage area of existing structure(s), and the location and area of the proposed structure. Indicate the setbacks from property lines. B. Submit 2 copies of drawings showing proposed designs and materials. Drawings shall be drawn to scale and shall include the following information. C. Floor Plans shall include the following: • Indicate proposed deck size. • Indicate size and spacing of floor joists. • Indicate size, location, and spacing of posts. • Indicate size of headers/beams. D. Cross Section of either a rear of side view shall include the following: • Diameter and depth of footings. • Size of posts. • Header size supporting floor joists. • Floor joists size and spacing. •Flooring material. • Guardrail height(if any). • Type of lumber to be used. -Provide detail of beam to post connection, deck ledger connection, and stairway rise and run (see attached samples 1, 2, and 3). REVISION DATE 05/20/2019 CHECKLIST TO SUBMIT WITH DECK PERMIT APPLICATION Please fill in each question and return with deck application. 1. Proposed size of deck 2. Height of deck from grade 3. Size and spacing of floor joists 4. Size of beam(s) 5. Type of decking material 6. Size of posts 7. Spacing between posts 8. Type of lumber using 9. Diameter of footings 10. Size of bell at bottom of footings 11. Height of guardrail 12. Copy of lot survey with proposed deck drawn to scale indicating location. ❑ REVISION DATE 05/20/2019 RESIDENTIAL DECKS Information Sheet Building Permits Permits are required for any deck attached to your home. Check with the building and zoning department for any detached decks. Setbacks Building code and zoning requirements apply. Contact the zoning department for setback requirements for your property. Frost Footings Required for any deck attached to an existing dwelling, porch or garage that has frost footings. The minimum depth to the base of the footing is 42". See frost depth rules in the Minnesota State Building Code. Live Load All decks shall be designed to support a live load of 40 pounds per square foot. Guards Required on all decks more than 30 inches above grade or a lower deck. Rail shall be 36 inches minimum in height. Guardrails must have intennediate rails or an ornamental pattern that a 4" sphere cannot pass through, stair railings must have 4 3/8" spacing. The triangular openings formed by the riser,tread and bottom element of a guard may be sized so that a 6 inch sphere cannot pass through. Cantilevers Joists shall not overhang beams by more than two feet,nor shall beams overhang posts by "Overhanging more than one foot unless a special design is approved. Joists and Beams" Flashing All connections between deck and dwelling shall be weatherproof. Any cuts in exterior finish shall be flashed. Framing Details Header beams and joists that frame into ledgers or beams shall be supported by approved framing anchors such as joist hangers. Nails and Screws Use only stainless steel,high strength aluminum or hot-dipped galvanized. Wood Required All exposed wood used in the construction of decks is required to be of approved wood of natural resistance to decay(redwood, cedar,etc.)or approved treated wood. This includes posts,beams,joists,decking and railings. Stairs Minimum width is 36 inches. Maximum rise is 7 3/4 inches, minimum rise is 4 inches. Minimum run is 10 inches. Largest tread width or riser height shall not exceed the smallest by more than 3/8 inch within any flight of stairs. All interior and exterior stairways shall be provided with a means to illuminate the stairs, including the landings and treads. Interior stairways shall be provided with an artificial light source located in the immediate vicinity of each landing of the stairway. Exterior stairways shall be provided with an artificial light source located in the immediate vicin- ity of the top landing of the stairway. Exterior stairways providing access to a basement from the outside grade level shall be provided with an artificial light source located in the immediate vicinity of the bottom landing of the stairway. The illumination of exterior stairs shall be controlled from inside the dwelling unit. Handrails The top shall be placed not less than 34 inches or more than 38 inches above the nosing of the treads. Stairways having four or more risers shall have at least one handrail. Handrail ends shall be returned or terminated in posts. The hand grips shall not be less than 1 '/4 inches or more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip shall have a smooth surface with no sharp corners. Special Some deck designs may not be appropriate should the placement of a screen porch or 3-season porch on the deck platform be a future consideration. REVTSTON DATE 05/20/2019 Beam and Footing Sizes Based on No. 2 or better Ponderosa Pine and Southern Pine (treated for weather and/or ground exposure) Post Spacing 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' Southern Pine 1-2x6 1-24 1-24 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 Ponderosa Pine 1-2x6 1-24 1-2x8 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 3-2x10 6 Corner Footing 654 765 765 875 976 976 1087 1087 1097 1198 1198 Intermediate Footing 9 8 7 1087 1097 11 9 8 12 10 9 13 10 9 14 11 10 14 1210 1512 10 1513 11 16 13 11 7' Southern Pine 1-2x6 1-2x6 1-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 2-2x12 Ponderosa Pine 1-2x6 1-2x6 1-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 2-2x12 3-2x10 3-2x10 Corner Footing 755 765 876 976 987 1087 1087 1198 1198 12109 12109 Intermediate Footing 9 8 7 1087 1198 12 109 1311 9 1411 10 15 1210 15 13 11 1613 11 17 14 12 17 14 12 8' Southern Pine 1-2x6 1-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 Ponderosa Pine 1-2x6 2-2x6 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 3-2x10 3-2x10 3-2x12 Corner Footing 765 866 976 987 1087 1087 1198 1198 12109 13109 13 11 9 Intermediate Footing 1087 1198 12 10 9 1311 9 14 11 10 15 1210 16 13 11 16 13 12 17 14 12 1815 13 18 15 13 I 9' Southern Pine1-2x6 1-2x6 2-2x6 2-24 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 3-2x10 Ponderosa Pine 1-24 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 3-2x10 3-2x10 3-2x12 3-2x12 S Corner Footing 765 876 976 1087 1097 1198 12108 12109 13109 13119 14 11 10 T Intermediate Footing 1097 12 10 8 13 10 9 1411 10 15 1210 16 13 11 17 14 12 17 14 12 18 15 13 19 15 13 20 16 14 L E 10' Southern Pine 1-2x6 1-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x12 2-2x12 3-2x10 3-2x10 N Ponderosa Pine 1-2x6 1-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 3-2x10 1 3-2x12 3-2x12 Eng Bm Corner Footing 866 976 1087 1087 1198 12108 12109 13119 141110 141210 151210 T Intermediate Footing 11 9 8 12 10 9 1411 10 15 12 10 16 1311 17 14 12 17 14 12 18 1513 19 16 14 20 16 14 21 1715 H 11' Southern Pine 1-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 3-2x10 3-2x12 Ponderosa Pine 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x12 2-2x12 3-2x10 3-2x12 3-2x12 E Corner Footing 876 976 1087 1198 1298 12109 13119 141110 14 12 10 15 12 10 Intermediate Footing 1298 1311 9 14 12 10 15 12 10 16 1311 17 14 12 17 14 12 18 15 13 19 16 14 20 16 14 12' Southern Pine 1-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 3-2x10 3-2x10 Ponderosa Pine 2-2x6 2-2x6 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 3-2x12 3-2x12 En Bm Corner Footing 9 7 6 1087 1097 1198 12 109 13 109 1411 10 14 12 10 15 12 10 15 13 11 16 13 11 Intermediate Footing 12109 141110 151210 161311 171412 181513 191614 201614 211715 221815 231816 13' Southern Pine 1-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 3-2x10 3-2x12 3-2x12 Ponderosa Pine 2-2x6 2-2x6 2-2x8 2-2x10 2-2x12 2-2x12 3-2x12 3-2x12 3-2x12 Enq Bm Ena Bm Corner Footing 9 7 6 1087 1193 12 108 13 109 13 11 9 14 12 10 15 12 10 15 1311 16 13 11 17 14 12 Intermediate Footing 13109 141210 151311 171412 181513 191513 201614 21 17 15 221815 231916 241917 14' Southern Pine 1-2x6 2-2x6 2-2x6 2-2x8 2-2x10 2-2x10 2-2x12 3-2x10 3-2x12 3-2x12 3-2x12 Ponderosa Pine 2-2x6 2-2x8 2-2x8 2-2x10 2-2x12 3-2x10 3-2x12 3-2x12 Eng Bm Eng Bm Eng Bm Corner Footing 9 8 7 1087 1198 12 109 13 11 9 1411 10 15 12 10 1513 11 16 13 11 17 14 12 17 14 12 Intermediate Footing 13 11 9 151210 16 13 11 171412 181513 201614 21 17 15 221815 231816 241917 242017 15' Southern Pine 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x12 2-2x12 3-2x10 3-2x12 3-2x12 Eng Bm Ponderosa Pine 2-2x6 2-2x8 2-2x8 2-2x10 3-2x10 3-2x10 3-2x12 3-2x12 Eng Bm Eng Bm Eng Bm Corner Footing 1087 1198 12 108 13 10 9 1411 10 14 12 10 15 12 11 1613 11 17 14 12 17 14 12 18 15 13 Intermediate Footing 1411 10 15 12 11 17 14 12 18 1513 19 1614 20 1714 21 17 15 22 18 16 23 1917 24 20 17 2521 18 16' Southern Pine 2-24 2-2x6 2-2x8 2-2x8 2-2x10 2-2x12 2-2x12 3-2x10 3-2x12 3-2x12 Eng Bm Ponderosa Pine 2-24 2-2x8 2-2x10 2-2x10 3-2x10 3-2x10 3-2x12 3-2x12 Eng Bm Eng Bm Eng Bm Corner Footing 1087 1198 12 109 1311 9 1411 10 15 12 10 1513 11 1613 12 17 14 12 18 1513 18 15 13 Intermediate Footing 1411 10 15 13 11 17 14 12 18 1513 20 1614 21 1715 22 18 16 2319 16 24 20 17 2521 18 2521 18 Notes: 1. Joist length is total length of joist,including any cantilevers. 2. When joist extends(cantilevers)beyond support beam by 18"or more,add 1"to footing dimensions shown. 3. Requirements for future 3-season porches or screen porches: Clay a.Increase corner footing size shown by 90%. Sand b.Increase center footing size shown by 55%. Gravel c. Locate all footings at extremities of deck(no cantilevers). d. Beam sizes indicated need not be altered. Corner Footing 10 8 7 4. All footing sizes above are base diameters(in inches)and are listed for Intermediate Footing 14 11 10 THREE SOIL TYPES(see right) REVISION DATE 05/20/2019 JOIST SPAN TABLE Joist Sizes Ponderosa Pine Southern Pine Western Cedar Joist Size 12" oc 16" oc 24" oc 12" oc 16" oc 1 24" oc 12" oc 16" oc 24" oc 2x6 9-2 8-4 7-0 10-9 9-9 8-6 9-2 8-4 7-3 2x8 12-1 10-10 8-10 14-2 12-10 11-0 12-1 11-0 9-2 2x10 15-4 13-3 10-10 18-0 16-1 13-5 15-5 13-9 11-3 2x12 17-9 1 15-5 1 12-7 21-9 19-0 15-4 18-5 1 16-0 1 13-0 BEAM SPAN TABLE Joist Length Post SID acine 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 6' Southern Pine Beam 2-2x6 2-2x6 2-2x6 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2X10 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 3-2X10 7' Southern Pine Beam 2-2x6 2-2x6 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 2-2X12 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 2-2x12 3-2x10 3-2X10 8' Southern Pine Beam 2-2x6 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2X12 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 3-2x10 3-2x10 3-2X12 9' Southern Pine Beam 2-2x6 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 3-2X10 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 3-2x10 3-2x10 3-2x12 3-2X12 10' Southern Pine Beam 2-2x6 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 3-2x10 3-2X10 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 3-2x10 3-2x12 3-2x12 ENG BM 11' Southern Pine Beam 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 3-2x10 3-2X12 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x12 2-2x12 3-2x10 3-2x12 3-2x12 ENG BM 12' Southern Pine Beam 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 3-2x10 3-2x10 3-2X12 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 3-2x12 3-2x12 ENG BM ENG BM 13' Southern Pine Beam 2-2x6 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 3-2x10 3-2X12 3-2X12 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x10 2-2x12 2-2x12 2-2x12 3-2x12 3-2x12 ENG BM ENG BM 14' Southern Pine Beam 2-2x6 2-2x6 2-2x6 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 3-2x12 3-2X12 3-2X12 Ponderosa Pine Beam 2-2x6 2-2x6 2-2x8 2-2x10 2-2x12 3-2x10 3-2x12 3-2x12 ENG BM ENG BM ENG BM 15' Southern Pine Beam 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 3-2x10 3-2x12 3-2X12 ENG BM Ponderosa Pine Beam 2-2x6 2-2x8 2-2x8 2-2x10 3-2x10 3-2x10 3-2x12 3-2x12 ENG BM ENG BM ENG BM 16' Southern Pine Beam 2-2x6 2-2x6 2-2x8 2-2x8 2-2x10 2-2x12 2-2x12 3-2710 3-2x12 3-2X12 ENG BM Ponderosa Pine Beam I 2-2x6 2-2x8 2-2x10 2-2x10 3-2x10 3-2x10 3-2x12 I 3-2x12 ENG BM ENG BM ENG BM REVISION DATE 05/20/2019 Maximum opening size Full guardrail height Sphere of 4 3/8"cannot pass through. at landing 34"to 38" Guardrail Height as Maximum opening size Exception: Sphere of 6"cannot pass through the opening. X= 1 1/4"min,2"max. y= 1 '�2"mirk z=3 �V2"max. z X X y v x 10 Oil Y z NOT ACCEPTABLE NOT ACCEPTABLE X y REVISION DATE 05/20/2019 Measured from stairway Handrail shall be made continuous. front edge of nosing (See information sheet) Handrail 34"- 38" 10' min tread run 4" min rise 7 3/4"max rise Open risers are permitted, provided that the opening between treads does not permit the passage of a 4-inch diameter sphere. Assumed Allowable Foundation Pressure = 2000 lbs/ sq. ft. 14ft Floor Load= 40 lbs/ sq. ft. 7x7 3.5x7 49 square feet 24.5 square feet 1 I I Footing#1 Footing#2 Footing 43 7 Example Calculation Footing 1 and 3 Footing 2 Circle Circle 24.5 sq. ft x 40 = 980 lbs 49 sq ft x 40 = 1960 lbs 980 - 2000 lbs = .49 sq ft area 1960 - 2000 lbs = .98 sq ft area .49 = 3.14 = .156 .98 = 3.14 = .313 x .156 = .395 x.312 = .56 .395 = .083 = 4.758x2 = 9.5" .56 = 0.083 = 6.75x2 = 13.49" = 10" diameter =13" diameter REVISION DATE 05/20/2019 G W JJ W � Q � w U a m z o Ln N 0 � w Z a m \\ \ F- 111 I (n cn v C� Z Z N oo� . Q � �M a J o Zoe Z�� o C9o �.1.� FFi ;,)�a ZZ U) x w U � . c:)j ox wmcnO aF> m m `4 v ■'�'� 0 a cn ZZO W O Fo =wa a (n lm-?t W Y a V p 0� a 30 x c Cc O W_ z N w z Lcr �NX� LU VfOa'X Li z p N W z Q J Z z Vf z dV W U GO Q OOQa N ^v 0z0F4z J 0 Q 3 =PmN ~ W OZ m o W x���o� m m �v =a.aN2\ ;pLL. a N o CD 0 Z mm �' �z LLJ J � J 0 0 to mg �. OD Nto W � Z m xq d W � zZ �Q z CO Q N C L.O F5z Z aQo 5 ■■� U) a W U N _ - z O Xz U D N Z x xW W Q �� rox Z � M n N O J Z a m� X • (p N Uo C; wQ O W Q Q Q N W o \ Q m Qv F a W m w ~ O � O WY Q � � Q U 0 � O M� I N or w J z Nm Q Q D r V o O ? � � w (U wQO Q LL. w V O w J O w w m F- V)N D N .� N < Ko o O2 J J -i Q FLOORS in accordance with ASTM D 7032. Plastic or composite R507.3.3 Decay resistance. Plastic composite deck handrails and guards, or their packaging, shall bear a label boards, stair treads, guards and handrails containing wood, that indicates compliance to ASTM D 7032 and includes cellulosic or other biodegradable materials shall be decay the maximum allowable span determined in accordance resistant in accordance with ASTM D 7032. with ASTM D 7032. R507.3.4 Termite resistance. Where required by Section R507.3.2 Flame spread index. Plastic composite deck 318, plastic composite deck boards, stair treads, guards boards, stair treads, guards, and handrails shall exhibit a and handrails containing wood, cellulosic or other biode- flame spread index not exceeding 200 when tested in accor- gradable materials shall be termite resistant in accordance dance with ASTM E 84 or UL 723 with the test specimen with ASTM D 7032. remaining in place during the test. 507.3.5 Installation of plastic composites. Plastic com- Exception: Plastic composites determined to be non- posite deck boards, stair treads, guards and handrails shall combustible. be installed in accordance with this code and the manufac- turer's instructions. TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST-,b (Deck live load=40 psf,deck dead load=10 psf,snow load <_40 psf) JOIST SPAN CONNECTION DETAILS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 16'1"to 18' On-center spacing of fasteners '/Z inch diameter lag screw with'/,-inch 30 23 18 15 13 11 10 maximum sheathing`.a /-inch diameter � '/,-inch m w_ z bolt with -' maximum 36 36 34 29 24 21 19 sheathin '/Z-inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16 sheathing' For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 pound per square foot=0.0479 kPa. a. Ledgers shall be flashed in accordance with Section R703.8 to prevent water from contacting the house band joist. b. Snow load shall not be assumed to act concurrently with live load. c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d. Sheathing shall be wood structural panel or solid sawn lumber. e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to'/,-inch thickness of stacked washers shall be permitted to substitute for up to'/Z inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledger' 2 inches° 3/4 inch 2 inches'' 15/8 inches' Band Joist` 3/4 inch 2 inches 2 inches" 15/8 ittches" For SI: 1 inch=25.4 mm. a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.I(1). b. Maximum 5 inches. c. For engineered rim joists,the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.2.1(1). 150 2015 INTERNATIONAL RESIDENTIAL CODE® FLOORS STAGGER FASTENERS IN 2 ROWS (o 0 5.5"MIN. FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO 5;"MAXT6,5"MIN. FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS - 7.5"MIN. FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2"MIN- BAND JOISTS. LEDGER LAG SCREW OR BOLT 3/4"MIN. For Sl: I inch=25.4 mm. FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS EXTERIOR SHEATHING EXISTING STUD WALL EXISTING 2x BAND JOIST OR ENGINEERED RIM BOARD 2" MIN. DECK JOIST 1-5/8" MIN. 5"MAX. 2'MIN. LAG SCREWS OR BOLTS C� ca rte FLOOR FRAMING—/ JOIST HANGER p EXISTING—> FOUNDATION WALL For Sl: 1 inch=25.4 mm, FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS 2015 INTERNATIONAL RESIDENTIAL COW 151 FLOORS HOLD-DOWN OR SIMILAR TENSION DEVICE FLOOR SHEATHING NAILING AT 6"MAXIMUM ON CENTERTO JOIST WITH HOLD-DOWN -i- -h -I- !- -F- -Ij, - -I- -I- I -I- FLOOR JOIST DECK JOIST For SI: 1 inch=25.4 mm. FIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS SHEATHING NOTE: SIDING THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR PARALLEL TO DECK JOISTS. WATER TIGHTNESS DECKING ° APPROVED JOIST HANGERS 2"MIN. 2x LEDGER WITH FASTENERS o IN ACCORDANCE WITH TABLE R507.2 HOLD-DOWN DEVICE MIN 750 LB. CAPACITY FLOOR JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 2"OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. — A FULLY THREADED 3!e"DIAMETER LAG SCREW PREDRILLED W/MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS, OR HEADER. For SI: I inch=25.4 mm,1 foot=304.8 mm. FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS 152 2015 INTERNATIONAL RESIDENTIAL CODE® / 1�J�/ ,)� I �����'%O�j�%%/�� �`��/j/J�n����I/���iiJ�rP�/O/%//�I��/r1'�1rfh�%% 1 //�i„��r,��i�/�,t��y,/�f,,. //���1r1f��/,,,,J�,��j; i/ii/%/ �/��v',I ��l��f ������ I/,� � ,� ',� r ela ;, e. �� �n, ��;� ,'Z�, ,�,ori7 °,�J,W Y� ' 4 � n f� 1 V� � � � �l-0ttlll��� q© � � d 4 i''1 l �� �� �W W W•„•,� W W �^0 Get Yo u r II II, U IIS .t Oode IIMew II,,,,, III ���IIII 1Z II,)eclk FuMmiun du Ill,,,,, iriii des Allteirinak�. ApIllairoacli to tt �ii„in IIIb, Is toII II illew The new DTT1 Z deck tension tie provides a less invasive pp 9 approach for attaching anew deck to a home or retrofitting an existing deck to current code standards. This tension tie addresses a 2015 International Residential Code provision(section R507.2.4)that now allows four 750 Ib. lateral connectors to be fastened to framing in the house with a la screw.This provision is an alternative to g p using two 1,500 Ib. lateral connections from the deck to the floor joists within the house. 1l ni� 1 i The DTT1 Z is specifically designed to comply with this new code detail that permits the lateral connection from the deck joists to be made to top plates, studs, or headers within the supporting structure.This eliminates the need to access the floor joists inside the house. The DTT1 Z fastens to the narrow or wide face of a single 2x with Strong-DriveO SD Connector screws. The new Strong-Drive°SDWH Timber-Hex HDG screw with an integral washer attaches the tension tie to the supporting structure. fr�"" Addifloiriall II ba'fu res • ZMAX°coating offers additional corrosion protection for exterior and preservative-treated wood applications • DTT1Z offered as an individual part or as part of a retail pack with Strong-Drive®SD Connector Screws and SDWH Timber-Hex HDG Screws it/2 Additional Il�as'feinliing Options To Joist: #9x1/2"Strong-Drive SD Connector Screw • 10dx1'/2" HDG nail To Structure: " • Strong-Drive SDWH Timber-Hex HDG Screw(available in 4"-12" lengths) i 71/8 • 3/a" machine bolt, anchor bolt or lag screw(washer required) • /a g ,i Titen HD Heavy Duty screw anchor(interior dry holdown applications only, see page 4) Allowable Tension Loads(lbs.)(160) � r Model Anchor Deflection No. Dia. Fasteners Dry Wet at Allowable or Type Load(in.) DF/SP SPF/HF DF/SP SPF/HF r 41 3/$.a 6-SD#9x17/' 840 840 840 755 0.170 56 DTT1Z 3/a' or6-10dx11W 910 6404 795 6404 0.167 SDWHGs 8-10dx11/2" 910 850 910 850 0.167 1 1.Allowable loads have been increased 60%for wind or earthquake loading with no further increase allowed. 2.Dry values are applicable to installations into wood with a moisture content that does not exceed 19%. 3.Wet values are applicable to installations into wood with a moisture content greater than 19%at time of installation or in service.Values include a NDS wet service factor for the fasteners. y ow I� 4.DTT1Z installations with allowable loads of less than 750 lbs.do not satisfy the 2015 IRC requirements for \6 deck-to-house lateral load connections. 5.A standard 3/e"cut washer is required when using a 3/a"machine bolt,anchor bolt or lag screw. 6.The Strong-Drive"'SDWH Timber-Hex HDG screw with a min.of 3"of thread penetration into dry lumber has an allowable withdrawal load(160)of 1380 lbs.into SP,1225 lbs.into DF and 1020 lbs.into SPF/HF. DTT1 Z Deck Tension Tie 7.Load values are valid if the product is flush with the end of the framing member or installed away from the end. U.S.Patent Pending 8.FASTENERS:SD#9x1'/2"(model SD9112)=0.131"dia.x 1Y2"long,10dx1Y2=0.148"dia.x 11/2"long. 2 Ilf;; ,,,, Z, IIlir1tll ll tlaig Illiristrutlari or II)eck. II phcat,Jon Equal Distances 1 Max Max. Frl-om End Frlr om End Top Plate � n' Layout: aQefSCf9WS Determine the horizontal Ledger ' ioist angers nolocations of the installations. ht ra�r„°r A minimum of four DTT1Z Joist deck tension ties must be ������,� evenly distributed along the deck with one DTT1 Z within two feet of each end of the ledger. - - Location: Determine the vertical locations of the installations.The DTT1 Z tension tie must be fastened into the center of the top plate,studs or header(siding may need to be removed and exploratory holes may be needed). Ensure centerline p location is free of in wiring,ductwork,or other obstructions.In some of Plate i piping,g� g. f h��i/'f4pI�fp�y cases,structural blocking fastened to the deck joists may be required to �i ° ���flUnlitlljNlUilllf4� position the DTT1Z in the proper location. For additional information,refer - --f to the technical bulletin T-C-DECKLAT at www.strongtie.com. Bottom-Mount Installation ji See T C-DECKLAT .;_;. for Installation to Stud Joist Fasteners: 3 Position the DTT1 Z on the deck joist in a location that provides a minimum (Floor of 3”of thread penetration of the anchoring screw into the top plate,studs framing or header. Using a low-torque wrench,fasten the DTT1 Z to the deck not shown for clarity) joist with the required fasteners(6-49x1 1/2"Strong-Drive°SD Connector / / screws or 8-10dx1 1/2"HDG nails). Position DTT1 Zto achieve the required amount of screw thread penetration -�- Anchoring Screw: Install anchoring screw through the hole of the DTT1Z and into the RPh / > center of the top plate,studs or header with a minimum of 3"of thread I penetration and snug to the base of DTT1Z.Do not over-drive. Simpson I Strong-Tie Strong-Drive°SDWH Timber-Hex HDG screws do not require s Min. predrilling or a washer.A 3/s"lag screw anchor can also be used but requires predrilled holes and a standard 3/a"washer. Do not over-drive Anchoring Screw Predrill%s'dia.hole for fully threaded lag screw predrilling not required with Note:The details above are applicable where floor joists are parallel Strong Drive'SDWH TIMBER-HEX HDG Screw to deck joists per IRC figure R507.2.3(2). 3 WmUU Rradr-�g arid ShearwdkUs w �171 Z. as a 11""loldowm Post The 14-gmugeDTT|Zhas the size — versatility tobeinstalled andDesigner load-rated aaaho|dmwnfor light-duty oheanwaUaand may1111111 a SowxTIMBER-HEX xoGz,nw aa1iafiythe 8O0lbs. ho|dmwn with aMinimum 3`ofThread requirement for some braced Penetration into Center n|Solid wmU'pane|app|icg|ona. Sawn 2xRim Joist o,Blocking For additional information about the DTT1 Zina wall-bracing application, refer to the technical bulletin T-VALU5RACEat �ww.otmngde.00m. wmx�Joim�onon,and connections mwall not shown for clarity oTT1Zinstalled with oTnennowscrew anchor IDTT1Zshown with a8unngonvew8ovvo through asill plate.(6)8/mng-onmOSID Connector Timber-Hex Ho8screw tofloor framing screws are attached tothe stud. below(wall bracing application on|0. �� �� � lL�~� L��������`� Our Deck Connection and Fastening Guide When building o/remodeling your deck, make sure it's done right.You'll need special hardware (oonneotony, nails and screws)that meets your local building code and is rated for outdoor use. Look to Simpson Strong-Tie for all your deck and outdoor hardware solutions.Take the time to learn how to make your deck safe and strong.To download our free Deck Connection and Fastening Guide,visit www.strongtie.com/deckcenter, or use our free Literature Library mobile app at the Apple App Store orGoogle Play! App Store/uxservice mark mApple Inc.Google Play/uxtrademark ofGoogle Inc. 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U 2 a) co > N Y m O N L 03 C9 _U 7 C 0 N p 0O U }' w L o U O U > J (7 O m Q U)) O p W 2 � � O � � W @ U 0 � N 0 a1) � Q Y U o X m Z -j 0 m n O Y Y L L O 0 N ao) m : o > > >> ami ao) o Q Q Q Q U 0 0 w w w w w C7 0 0 � � \ $ 2 \ / 7 \ \ 7 E $ 2 2 2 N \ 7 7 7 \ It It It \ 7 \ \ / \ f \ / \ / } } } ± ± 0� of Q� ± } m m m m m m U m U m m m U m U m m m ± ± ± ± ± ± o ± U ± ± ± U ± U ± L L � d � 3 � / \ O ? 0 / _ / \ 7 \ a U U) / §> 73 It m § § 6 3 _ J k § \ ƒ \ \ \ \ \ \ _ \ ) 2 » 2 § % / & k k k k k 3 ® / R § § § § § LU m / I / / a < I E E / k . § @ / \\ \ \ \ \ \ / / / / _\ _\ \ \ § f / \ § ± « % @ -� D e e m m e § 5 « / / O CL CL 0. 0- co m _ \ 2 / [ [ [ 7 7 \ c \ 4-0% \ 7 \ b \ U U U U U m § < / O / > m = E 7 > ± 2 2 2 2 / k g m \ 2 m < / ƒ / / cn k e e e e e 2 ƒ ƒ / 4 O CL E _� 7@ o J E ƒ 2 § § m c _ � § 3 c c = = k / LY) \ § \ / 0 / \ % ) k ¥ E e E = o 0 ° S 2 CO \ ( a k x \ coƒ ( $ ) \ k 7 W u G ( a o c o = = m \ M § f [ \ 2 co> \ % % \ x \_ ) f 7 2 0 } I 1 ƒ U) / / / / / / / / \ \ 0 \ L N L O Q L V O L Q O f+ �+ > O OL L V C O (6 d 0 3 3 V -z r O L -WU N a) d N 0 m mL ~ 0 U O i a) a) CO C a) M 0 'L �,,, — � Y a) O U- a) G1 > ca U Lu a) J r 06 Cl) c c� o W O o z C C1 - a >_ V70 U O LC (UC) a) 3 00 � a) O ca o (1) c 00 G1 w o p o L Z ) Q o Z ami �mo7 U) N o U o ai a) o c � wv U LLU)) mU , m Date Received Ile BUILDING PERMIT APPLICATION Date Notified A,Ibertvi 5959 Main Avenue NE Date Paid Small.rows.„Living.Big Cfty Life. Albertville, MN 55301 Ck, Cash, CC Phone: 763.497.3384 Fax 763.497.3210 Permit# - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Site Address: BUILDING PERMIT FEES Business Name: The Applicant is: Owner Contractor Tenant I Permit Legal Description:PID# Surcharge Addition Lot Block Owner: I Plan Check Name Address I Engineering(site) I I City State Zip I Mechanical Email I Fireplace(s) I I Phone(H) (W) (C) I Plumbing I I Contractor: I Sewer Company Name License# I I Water I Address City St Zip Water Meter I I Contact Person Email I City WAC I I Phone: (W) (C) (Fax) I JP WAC I I Architect: I SAC Name Address Storm Water I City State Zip I I License Check E-Mail Other Phone (W) (C) (Fax) I I TOTAL I Type of Work: HNew Construction Residential Addition Alteration Finish Bsmt I Type of Const. New Construction Commercial Garage/Shed Reside/Reroof Fireplace I Use of Bldg Tenant Finish Plbg Htg Deck I I Description of Work: I Occupancy Group I I Occupancy Load Size of Structure: Total Square Footage: Length First Floor I Zoning Width Second Floor I Code Used Height Basement Garage Estimated Valuation of Work: $ I Are Fire Sprinklers Required:' Yes []No Separate permits are required jor electrical,plumbing,heating or fireplace. 1 herehy apply for the above consideration and declare that the information and materials submitted with this application are in compliance with City Ordinance and Policy Require- I Date Approved ments and are complete and accurate to the best of mp knowledge. It is applicants responsibility to locate and establish the elevations,if needed,of all site improvements. Required adjustments at owners expense. I understand that all City incurred I Fire Dept• professional fees and expenses associated with the processing of this request are the respansihility of the property owner and/or applicant and will be promptly paid Ifpayment is not received from the applicant,the proper y owner acknowledges and agrees I City Engineer to be responsible. Applicants Signature Applicants Printed Name Date Notify of Assoc&Covenant — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Public Works Approved by Building Official Value Approved Date City Planner Special Conditions or Comments: