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Home My WebLink AboutPLANS 1 - 19-00595 - 1045 Arctic Willow Dr - DeckNOTES: 'IF DECK IS NOT MORE THAN 30° ABOVE GRADE, GUARDRAILS ARE NOT REQUIRED 'INDICATE SPE S AN G DE LUMBER 'DECK IS °ASO V GRADE till Z -3 -Til HANDRAIL REQUIRED IF MORE THAN THREE RISERS NOSE THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3t8° BEAM Dl�_-CK DETAL (HOUSE) S S FLOOR yg157 1 I SIZEX O.C. I I 7GRAD"CANTILEVER —J SEE DETAIL (24 -MAX) BELOW FOR ATTACHMENT E �j- %'SPAN sT x o— (SEE SPAN TABLE) PERMITTEDD OR FOOTING GALVANIZED �•< ° POSTANCHOR S12E OF FOOTING _ X 38' DEEP e� e Foollpl.y 6 ha,f MIN. POST TO BEAM CONNECTION: (2)-1/2°THROUGH BOLTS CANTILEVER (12"MAX) ATTACHING DECK LEDGER TO BAND JOIST OVER STRUCTURAL SHEATHING SITE PLAN REQUIREMENTS 1. PROPERTY AODRESS S LEGAL DESCRIPTION. 2. ADD PROPERTY DIMENSIONS. 3. SHOW ALL EASEMENTS. 4. LOCATION OF ALL PERMANENT STRUCTURES 5. LOCATION OF DECK: DISTANCE TO PROPERTY LINES. 6. SHOW MET FOOTING LOCATIONS, 7. INDICATE PIER FOOTING DIAMETER ANDDEPTH. 8, INDICATE WHETHER A SPA OR HOT TUB WILL BE PLACED ON DECK. 9. DECK CAN NOT Be SUPPORTED OFF OF HOUSE CANTILEVER FASTENER SPACING RECOMMENDATIONS FOR "1'SHFAII RESIDENTIALDECK LEDGERS WHEN USING PRESSURE TREATED SYP SAWN LUMBER FbAB"pG uE6LM E JOIST UP TO i 9'-1• TO 14' 14'-t^ TO 78' suss SPAN(ft) 12' DIA. 1 ROW Q 1S- O.C. 2 ROWS Q 16° O.C. 2 ROWS Q 12° O.C. LAG SCREW DECK «KOr O—ED DkV�w+zFDRnas JOIST 1, THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE RIM 9oARO. 2. LEDGERS SHALL BE FLASHED TO PREVENT WATER FROM CONTACTING THE HOUSE RIM JOIST. CMUVD 3. LAG SCREWS AND BOLTS NEED TO BE STAGGERED ALONG e�o.,asT THE LENGTH OF THE LEDGER. 4. THE WIDTH OF THE LEDGER SHALL NOT BE LESS THAN ° THE WIDTH OF THE JOISTS. 5. LAG SCREWS AND BOLTS SHALL BE PLACED AT LEAST 2' +mworOwseD IN FROM THE BOTTOM AND TOP OF THE LEDGER AND AT 80M .. LEAST 2' IN FROM THE ENDS. SUS ORUG SZMW 6. IF ENGINEERED BAND JOIST IS USED THEN ENGINEERING . WILL BE REQUIRED. EXCEPTION: IF 1.12' SAWN LUMBER IS �- PLACED ON BASEMENT SIDE OF BAND JOIST. SITE PLAN REQUIREMENTS 1. PROPERTY AODRESS S LEGAL DESCRIPTION. 2. ADD PROPERTY DIMENSIONS. 3. SHOW ALL EASEMENTS. 4. LOCATION OF ALL PERMANENT STRUCTURES 5. LOCATION OF DECK: DISTANCE TO PROPERTY LINES. 6. SHOW MET FOOTING LOCATIONS, 7. INDICATE PIER FOOTING DIAMETER ANDDEPTH. 8, INDICATE WHETHER A SPA OR HOT TUB WILL BE PLACED ON DECK. 9. DECK CAN NOT Be SUPPORTED OFF OF HOUSE CANTILEVER 1 2-0 t t7 rn, En cm 0 CD 1 2-0 t t7 �05- cv,i(lo"o or, MEMBER REPORT Floor, Beam East Inside 2 piece(s) 2 x 6 Douglas Fir -Larch No. 1 Overall Length: 19'5' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 533 @ 69" C• Passed (5%) 1.0 D + 1.0 L (Adj Spans) Shear (lbs) 224 @ 6' 3/4" 1980 Passed (11%) 1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft -lbs) -315 @ 6' 9" 1639 Passed (19%) 1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in) 0.018 @ 3' 6 13/16" 0.203 Passed (U999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 6'4' 0.305 6 1.0 D + 1.0 L (Alt Spans) 6'4' 1.50" 54 162/-18 216/-18 1 Blocking All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 533 @ 69" 10313 (5.50") Passed (5%) 1.0 D + 1.0 L (Adj Spans) Shear (lbs) 224 @ 6' 3/4" 1980 Passed (11%) 1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft -lbs) -315 @ 6' 9" 1639 Passed (19%) 1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in) 0.018 @ 3' 6 13/16" 0.203 Passed (U999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.022 @ T6 1/4" 0.305 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) • Overhang deflection criteria: LL (2L,/360) and TL (2L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 19' 5" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 19' 5" o/c unless detailed otherwise. • Applicable calculations are based on NDS. Supports Total Bearing Length Available Required Loads to Supports (lbs) Dead Floor Live Total Accessories 1 - Column - OF 5.50" 5.50" 1.50" 63 183 246 Blocking 2 - Column - DF 5.50" 5.50" 1.50" 137 395 532 Blocking 3 - Column - OF 5.50" 5.50" 1.50" 137 393 530 Blocking 4 - Column - OF • Rlnrkinn Pa Ma 1 5.50" 5.50" 1.50" 54 162/-18 216/-18 1 Blocking __- —,.rr —-1--w vc"iy uca+yneu. Vertical Loads Dead Floor Live Location (Side) Tributary Width (090) (1.00) Comments 0 - Self Weight (PLF) 0 to 19' 5" N/A 4.2 1 - Uniform (PSF) 0 to 19' 5" (Top) 1' 3 15/16" 12.0 40.0 Default Load System : Floor Member Type: Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Corbet Miskin 4D Decks (208) 277-9004 info@4ddecks.com -_A,)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser 11/13/2019 12:23:15 AM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Pugh Page 1 / 1 a w MEMBER REPORT PASSED 0 Floor, Beam South Outside 2 piece(s) 2 x 8 Douglas Fir -Larch No. 2 Overall Length; 10'8 1114" r r r 916, 1, 1.` All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 449 @ 9'3 1/4" 10313 (5.50") Passed (4%) 1.0 D + 1.0 L (All Spans) Shear (lbs) 280 @ 8' 5 1/4" 2610 Passed (11%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 737 @ 4'9 1/4" 2365 Passed (31%) 1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in) 0.050 @ 4' 9 5/8" 0.298 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.069 @ 4'9 1/2" 0.447 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) • Overhang deflection criteria: LL (2L/360) and TL (2Q240). • Top Edge Bracing (Lu): Top compression edge must be braced at 10' 8" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 8" o/c unless detailed otherwise. • Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1- Column - OF 5.50" 5.50" 1.50" 101 256/-6 357/-6 Blocking 2 - Column - OF 5.50" 5.50" 1.50" 129 320 449 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Vertical Loads Dead Floor Live Location (Side) Tributary Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 0 to 10'8 1/4" N/A 5.5 -- 1 - Uniform (PSF) 0 to 10' 8 1/4" (Top) 1'4" 12.0 40.0 Default Load System : Floor Member Type: Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator 5USTAINABL€ FORESTRY INITIATIVE Weyerhaeuser ForteWEB Software Operator 11/13/2019 12:28:16 AM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Pugh Page 1 / 1 Job Notes Corbet Miskin 4D Decks (208) 277-9004 info@4ddecks.com MEMBER REPORT PASSED Floor, Joists Lower Deck 1 piece(s) 2 x 8 Douglas Fir -Larch No. 2 @ 16" OC Cveraii IIen€gh: .12'3,,'4' 7' 6„ a o All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load. Combination (Pattern) Member Reaction (lbs) 435 @ 2' 13/4" 3281 (3.50") Passed (13%) 1.0 D + 1.0 L (Adj Spans) Shear (lbs) 234 @ 2' 10 3/4" 1305 Passed (18%) 1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft -lbs) 490 @ 6' 1/2" 1360 Passed (36%) 1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in) 0.058 @ 6' 1/2" 0.195 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.069 @ 6' 1/2" 0.390 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) TJ -Pro"" Rating N/A N/A __ • Overhang deflection criteria: LL (2L/480) and TL (21-/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 12' 1" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 1" o/c unless detailed otherwise. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports (Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Beam - OF 3.50" 3.50" 1.50" 97 338 435 Blocking 2 - Beam - DF 3.50" 3.50" 1.50" 96 337 433 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Vertical Load Location (Side) spacing Dead (0.90) Floor Live (1.00) comments 1 - Uniform (PSE) 0 to 12' 3/4" 16" 12.0 40.0 Default Load 0 System : Floor Member Type: Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to wvvw.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator lob Notes Corbet Miskin 4D Decks (208) 277-9004 info@4ddecks.com 12 ' SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser 11/13/2019 12:39:15 AM UTC ForteWEB Q.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Pugh Page 1 / 1 MEMBER REPORT Floor, Floor: Drop Beam East 2 piece(s) 2 x 8 Douglas Fir -Larch No. 2 Overail Length: 19'5' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: combination (Pattern) Member Reaction (lbs) flL 10313 (5.50") Passed (5%) -- 1.0 D + 1.0 L (Adj Spans) Shear (lbs) 217 @ 5' 11" 2610 Passed (8%) 1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft lbs) 320 @ 6'911 2365 a Pssed (14%) 1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in) 1 1 0.203 1 1 1.0 D + 1.0 L (Alt Spans) 1 1 0.010 @ 3' 6 3/16" 1 Passed (L/999+) Ij 4' 5.50" 6'1 1.50" 64' L All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: combination (Pattern) Member Reaction (lbs) 542 @ 6' 9" 10313 (5.50") Passed (5%) -- 1.0 D + 1.0 L (Adj Spans) Shear (lbs) 217 @ 5' 11" 2610 Passed (8%) 1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft lbs) 320 @ 6'911 2365 a Pssed (14%) 1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in) 0.008 @ 3' 6 13/16" 0.203 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.010 @ 3' 6 3/16" 1 0.305 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) • Overhang deflection criteria: LL (2L/360) and TL (2L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 19' 5" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 19' 5" o/c unless detailed otherwise. • Applicable calculations are based on NDS. Supports Total Bearing Length Available Required Loads to Supports (lbs) Dead Floor Live Total Accessories 1 - Column - OF 5.50" 5.50" 1.50" 67 183 250 Blocking 2 - Column - OF 5.50" 5.50" 1.50" 146 395 541 Blocking 3 - Column - OF 5.50" 5.50" 1.50" 146 393 539 Blocking 4 - Column - OF 5.50" 5.50" 1.50" 58 162/-18 220/-18 Blocking applied directly above them and the full load is applied to the member being design Dead Floor Live Vertical loads Location (side) Tributary Width (0.90) (1.00) comments 0 - Self Weight (PLF) 0 to 19' 5" N/A 5.5 -- 1 - Uniform (PSF) 0 to 19' 5" (Front) 1'3 15/16" 12.0 40.0 Default Load System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Corbet Miskin 4D Decks (208)277-9004 info@4ddecks.com l Y SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser 11/13/2019 12:13:13 AM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Pugh Page 1 / 1 T E LID MEMBER REPORT PASSED t 1'4' Floor, Joists Upper Deck 1 piece(s) 2 x 8 Douglas Fir -Larch No. 2 @ 16" OC Overall Leng h: 12' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed _Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 373 @ 12' 3 1/2" 1406 (1.50") Passed (27%) 1.0 D + 1.0 L (Alt Spans) Shear (Ibs) 331 @ 11'8 1/4" 1305 Passed (25%) 1.00 1.0 D + 1.0 L (Alt Spans) Moment (Ft-Ibs) 1004 @ 6' 10 7/8" 1360 Passed (74%) 1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in) Total Load Defl. (in) TJ -Pro"" Rating . nafl--inn rri+oro• i i n room -a r 0.215 @ 6' 10 5/8" 0.277 @ 6' 10 3/4" N/A 0.270 0.541 N/A Passed (11/603) Passed (L/469) 1.0 D + 1.0 L (Alt Spans) 1.0 D + 1.0 L (Alt Spans) • Overhang deflection criteria: LL (2L/480) and TL (2L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 11'3" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 4" o/c unless detailed otherwise. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports (Ibs) Supports Total Available Required Dead Floor Live Total Accessories I - Beam - DF 3.50" 3.50" 1.50" 112 373 485 Blocking >_ - Hanger on 7 1/4" DF beam 3.50" Hangers 1.50" 90 304 394 See note Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. - �... "y=—PPV1o, uie iuLdi nearing aimension is equal to the width of the material that is supporting the hanger • See Connector grid below for additional information and/or requirements. Connector: Simpson Strong -Tie Support Model seat Length Top Fasteners 2 - Face Mount Hanger LU26 1.50., 1 N/A System : Floor Member Type : Joist Building Use : Residential Building Cade : IBC 2018 Design Methodology : ASD Face Fasteners I Member Fasteners I Accessories 6-10d 4-10dx1.5 Vertical Load Location (Side) Spacing Dead (0.90) Floor Leve (1.00) Comments 1 - Uniform (PSF) 0 to 12'?- 16" 12.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance withWeyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Nates Corbet Miskin 4D Decks (208) 277-9004 info@4ddecks.com . i; -SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser 11/13/2019 12:35:49 AM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Pugh Page 1 / 1