5117 S 3RD AVE 2023 Plans 2025-11-06

MIN.36" HIGH GUARD WITH INTERMEDIATE Maximum Deck Post Height RAILS SPACED 50 THAT A SPHERE 4" IN Tributa Area e DIAMETER CANNOT PASS THROUGH POSt 20 4 60 80 100 120 140 160 F EXISTING BUILDING Size c,d Maximum Deck Post Hei ht a feet-inches U FLASHINCs ATTAGUARDRAIL SYSTEMS TO DECK COMPONENTS 4 0-0 10-0 8-7 7-0 5-8 4-1 NP NP PQ SHALL BE PER MANUFACTURER. SPECIAL 4x6 1 - 0 11-1 9-5 8-2 7-3 6_4 5-4 F M SEE LEDGER ATTACHMENT DETAILS AND BLOCKING DETAILS MAY BE REQUIRED BY OPTIONS - NOTE. YO F SOLI L M FIELD THE REvMWER 6x6 14-0 14-0 14-0 14-0 14-0 13-3 10-9 6-11 .� N m 0 VERIFY ADEQUACY OF SOLID LUMBER FOR 8x8 14-0 14-0 14-0 14-0 14-0 14-0 14-0 14-0 x 3 LEDGER CONNECTION. S�f- �(TAEQ a. Measured from the underside of the beam to top of footing. o b. Based on Doug Fir, Hem Fir and Spruce-Pine-Fir, No. 2 grade14 , wet service factor. Z N REFER TO TABLE FOR JOIST SITES AND SPANS c. Notched deck posts shall be sized to accommodate beam size. E s MIN. V4" SPACING d. Includes incising factor. R RECOMMCOMMENDENDE D FOR DRAINAGE- REFER TO TABLE FOR BEAM SIZES AND SPANS e. Area, in square feet, of deck surface supported b pP y post and footing. REFER TO TABLE FOR F'05T SIZE AND MAXIMUM U HEIGHT. Footin Size a �•1 KNEE BRACES RE REQUIRED IF DISTANCE FROM Diameter of a ca GRADE TO TOP OF POST EXCEEDS 4S". SEE Tributary Area b Side of Square Thickness DETAIL- Footin Inches Round Footing g ) inches (inches) REFER TO TABLE FOR FOOTING SIZE 5 7 8 6 MANUFACTURED POST BASE CAST IN FOOTING 40 18 20 3000 PSI CONCRETE (NO SPECIAL 6 t FINISH GRADE INSPECTION REQUIRED) 80 1�1 25 28 g - c MINIMUM DEPTH OF FOOTING 100 28 31 11MIN.(2)04 EACH WAY, 3"CLEAR TO BOTTOM OF 120 30 _ o 12" BELOW FINISHED GRADE. FOOTING. FOOTING TO EA ON UNDISTURBED B T? 34 12 C N EARTH. AS-BUILT FOR THIS PROJECT,2'-m" SQ.x 140 33 37ON I' T OF l3) 4 13 ¢' 000 GENERIC DETAIL ->a"THICK FOOTING WITH DOUBLE MA • 160 35 15 °3 BARS EACH WAY,EACH MAT. 40 a. Footing dimensions shall allow complete bearing of the post. V Sizing of Structural Elements x b. Area, in square feet, of deck surface supported by post and footings. 4 Ct ~ > �w Maximum Deck Joist Span a,c Deck Ledger Connection to Band Joist Joist Spacing b On-Center Spacing of Fasteners inches h+l Joist inches Joist Back Span Joist Span ° 1/2-inch diameter lag 1/2-inch diameter bolt %-inch diameter bolt Size 12 16 24 4 6 8 10 12 14 16 18 (feet) screw with '/2-inch with '/2-inch screw with 1-inch Allowable Joist Span Maximum Cantilever feet-inches Adjacent Joist S an feet maximum sheathingb,c.e maximum sheathing ° maximum sheathin d 2x6 7-11 5-9 1-0 1-6 NP NP NP NP NP 6 2x8 10-5 9-5 7-8 1-0 1-6 2-0 2-1 NP NP NP NP 8 b�� 16 31 26 2x10 13-3 -5 1-0 1-6 2-6 2-8 NP NP NP 10 2x12 15-5 1-0 1-6 2-0 2-6 3-0 3-3 NP NP 12 11 20 17 5633 REGISTERED a. Includes Incising Factor. 14 9 17 b. When using composite decking, refer to manufacturer's installation instructions for 16 8 15 15 ARCHITECT maximum spacing of joists. 18 13 7 13 11 C. Spans based on Doug Fir-Larch, Hem Fir and Spruce-Pine-Fir, No. 2 grade, wet service a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from DENNIS L. CHIVERS factor, contacting the house band joist. STATE OF WASHINGTON b. The tip of the lag screw shall fully extend beyond the inside face of the band joist. Minimum Beam Size C. Sheathing shall be wood structural panel or solid sawn lumber. t_ Deck Joist Span feet d. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, Beam 6 8 1110 12 1 14 16 18 lumber, or foam sheathing. Up to 1/2-inch thickness of stacked washers shall be permitted to Size c,d.e Maximum Beam Span a,b,d(feet-inches) substitute for up to 1/2-inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. 4x6 5-2 4-6 4-0 3-5 3-1 2-10 2_7 e. For on-center spacing of specialized fasteners refer to the manufacturer's installation 4x8 6-11 6-0 5-3 4-7 4-1 3-8 3-5 instructions. 4x10 8-5 - _ (2) 2x10'8 SANDWICI-•IED EACH 51DE OF 4x8 BUILT UP BEAM y /� 4x12 9-10 8-6 7-7 6-11 6-4 5-9 5-4 Z X(q g E�fi 6x6 6-6 5-0 4-7 4-2 3.9 3-5 Placement of Lag Screws and Bolts in Ledgers and Band Joists 8 8-8 7-6 6-8 6-1 5-6 5-0 4-7 Minimum End and Edge Distance and Spacing Between Rows STANDARD 6x1 10-7 9-2 8-2 7-6 6-11 7-4 5-10 Top Edge Bottom Edge Ends Row Spacing DECK DETAILS 12-4 10-8 9-7 8-9 8-1 7-7 7-1 Ledger a 2 inches d 3/4 inch b b a. Spans based on Doug Fir-Larch, Hem Fir and Spruce-Pine-Fir, No. 2 grade, wet service E2inchesl ches 1-5/8 inches factor. Band joist` 3/4 inch 2 inches e 1-5/8 inches b b. If 2x built up beams to make 4x or 6x beams, they shall be fastened with two rows of 10d LRSV 1 - 5-24-24 (3-inch X 0.128-inch) nails minimum at 16 inches on center along each edge (507.5) a. Lag screws or bolts must be staggered from the top and bottom along the horizontal run. BUILT To MATCH c. Beam depth shall be equal to or greater than the depth of intersecting joist for a flush See figure below. SITE CONDITIONS beam connection. b. Maximum 5 inches. d. Beam cantilevers are limited to the adjacent beam's span divided by 4. c. For engineered rim joists, the manufacturer's recommendations govern. e. Includes incising factor. d. The minimum distance from the bottom row to the top edge of the ledger must be in accordance with figure below. e. 2 inches may be reduced to 3/4-inch when the band joist is directly supported by a A301 mudsill, header, or by double top wall plates. Sheet Number