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Home My WebLink AboutPLANS Deck 890 Elk Meadow Ct 2022-07-13NO PORTION OF ANY BUILDING OR STRUCTURE SHALL ENCROACH INTO OR OVER AN EASEMENT, SETBACK LINES OR PROPERTY LINES SITE PLAN REVIEWED FOR BUILDING COMPLIANCE - BY SAFEBUILT - PBLAND PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SITE PLAN REVIEWED FOR BUILDING COMPLIANCE - BY SAFEBUILT - PBLAND NO PORTION OF ANY BUILDING OR STRUCTURE SHALL ENCROACH INTO OR OVER AN EASEMENT, SETBACK LINES OR PROPERTY LINES Deck Design Document for 3 Square Construction LLC for 890 Elk Meadow Court Estes Park, CO 80517 PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SEE ENGINEERS PLANS FOR ALL STRUCTURAL REQUIREMENTS Plan View All work shall be performed by Licensed Contractors OR work shall be performed by the homeowner residing in the dwelling PLANS AND CONSTRUCTION SHALL MEET THE 2015 IRC AND ALL APPLICABLE MUNICIPAL CODES & ORDINANCES PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SEE ENGINEERS PLANS FOR ALL STRUCTURAL REQUIREMENTS 3D View Dimension View - Deck 2 PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND Wood materials used to be Preservative-treated or approved Naturally durable wood in accordance with Section R317 & AWPA U1 - Unless noted otherwise on this drawing Plastic composite decking, treads and handrail to comply with R507.2.2 & ASTM D7032. Verify composite decking can span the required joist spacing Caisson to be min. 30" below grade OPEN HOLE INSPECTION REQUIRED BEFORE CAISSON CONCRETE IS POURED SEE ENGINEERS PLANS FOR ALL STRUCTURAL REQUIREMENTS Post View – Deck 1 Post View - Deck 2 Post View - Deck 2 PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SEE ENGINEERS PLANS FOR ALL STRUCTURAL REQUIREMENTS Joist Layout View PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SEE ENGINEERS PLANS FOR ALL STRUCTURAL REQUIREMENTS 1 . 2 . 3 . . 4 5 . 6 . . 7 8 . . 9 . 10 . 11 12 . . 13 Riser - A board attached to the vertical cut surface of a stair stringer. Stringer - The diagonal board used to support treads and risers on a stairway. Tread - The horizontal surface of a stair. Fascia - Vertical boards that face outwards from the edges of the deck, attached to the rim joists. Top Rail - The upper horizontal piece that connects rail posts and supports balusters. Bottom Rail - The lower horizontal piece that connects rail posts and supports balusters. Baluster - The vertical pieces of a railing spaced at regular intervals between posts. Rail Cap - The top horizontal trim on railing. Rail Post - The vertical post connected to the deck framing that supports the railing. Decking -The boards used to make the walking surface of the deck. Post - Footer Concrete filled hole that the post is attached to. Joist - A horizontal frame piece that supports the decking and spreads the weight over the beams. Beam - A horizontal framing piece, which rests on posts and supports joists. PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SEE ENGINEERS PLANS FOR ALL STRUCTURAL REQUIREMENTS PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SEE ENGINEERS PLANS FOR ALL STRUCTURAL REQUIREMENTS Railing Details View NOTE: Customer has selected pre-constructed powder coated aluminum railing. PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SEE ENGINEERS PLANS FOR ALL STRUCTURAL REQUIREMENTS Deck Information Deck 1 Deck 2 Construction Method Beam Flush With Joist Beam Flush With Joist Footing Type Pier In-Ground Pier In-Ground Live Load 60 100 Dead Load 10 10 Decking Spacing 1/8 in 1/8 in Joist Spacing Joist Spacing 12 in 12 in Beam Spacing 192 in 96 in Post Spacing 56 1/2 in 58 5/32 in Decking L5/4x6 RedTone PT Southern Pine Select L5/4x6 RedTone PT Southern Pine Select Beams L2x8 RedTone PT Southern Pine No. 1 Joists L2x8 RedTone PT Southern Pine No. 1 L2x10 RedTone PT Southern Pine No. 1 L2x6 RedTone PT Southern Pine No. 1 Posts L4x4 Treated SOLumber No. 2 L4x4 Treated SOLumber No. 2 Deck Height 60 in 60 in Diagonal Bracing Yes Yes Joist Overhang 0 in 0 in Beam Overhang 0 in 0 in Decking Deflection Factor 360 360 Joist Deflection Factor 360 360 Beam Deflection Factor 360 360 Pref Decking Size 5/4x6 Pref Joist Size 5/4x6 Pref Joist Size Pref Beam Size NONE NONE Pref Post Size NONE NONE Diag Brace Height 1 24 in 24 in Diag Brace Height 2 24 in 24 in Railing Height 36 in Baluster Spacing 3 3/4 in Toe Space 3 3/4 in Railing Height 36 in Baluster Spacing 3 3/4 in Toe Space 3 3/4 in Railing Height 36 in Baluster Spacing Toe Space 3 3/4 in Railing Height 36 in Baluster Spacing 3 3/4 in Toe Space 3 3/4 in PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SEE ENGINEERS PLANS FOR ALL STRUCTURAL REQUIREMENTS Material List PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SEE ENGINEERS PLANS FOR ALL STRUCTURAL REQUIREMENTS Cost Estimate Category Cost Code Title Cost Type Unit Cost Quantity Price 1000 - Preparation Preliminaries 1010 - Permits Obtain Permits Labor $150.00 1. $150.00 1000 - Preparation Preliminaries 1050 - Architecture Deck Layout & Drawings Labor $550.00 1. $550.00 2000 - Excavation & Foundations 2250 - Foundation Labor Install Foundation Footings Labor $325.00 14. $4,550.00 3000 - Rough Structure 3100 - Framing Labor Install Deck Framing Labor $11.00 602. $3,480.00 3000 - Rough Structure 3100 - Framing Labor Install Framing for Exterior Door Labor $605.00 1. $605.00 5000 - Exterior Finishes 5250 - Exterior Door Labor Install Exterior Door and Jamb Labor $445.00 1. $445.00 5000 - Exterior Finishes 5999 - Exterior Finish Specialties Install Composite Decking Labor $26.00 602. $15,652.00 $25,432.00 PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND Design Criteria 1. Building code: 1.1 Model building code: 2015 IRC 1.2 Town of Estes Park Amendments 2. Dead loads: 2.1 Roof total 15 psf 2.2 Floor 10 psf 2.3 Walls 10 psf 3. Live loads 3.1 Residential 40 psf 3.2 Roof 20 psf 4. Snow loads 4.1 Ground Snow Load 70 psf 5. Wind Design Data 6.1 Exposure Category C 6.2 Wind Speed V = 175 mph Ultimate 6.3 Occupancy Cat. Iw = 2 General notes: 1. Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproduced without written approval of the registered design professional in reasonable charge. 2. General notes and typical details are provided as a supplement to the construction documents and apply where specific notes and details are not available. Specific notes and structural details shall take precedence over general notes and typical details. Structural requirements shown in the framing plans and in the structural shall take precedence over structural notes indicated in architectural sections. 3. Printed dimensions shall take precedence over scales shown on construction documents. The registered design professional in reasonable charge does not warrant the accuracy of scaled dimensions. 4. Approval by the inspector does not imply approval by the registered design professional in reasonable charge. Structural specifications that are unclear or ambiguous shall be referred to the registered design professional in reasonable charge for interpretation or clarification. 5. The contractor is responsible for the methods, means and sequence of all structural erection except when specifically noted otherwise in the construction documents. The contractor shall provide temporary shoring and bracing, providing adequate vertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members are placed and all final connections are completed. 6. The contractor is responsible for standard connections unless notes otherwise. The contractor shall obtain additional assistance from the registered design professional in reasonable charge for all non-standard connections. 7. The contractor agrees that, in accordance with generally accepted construction practices, the contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property. This requirement shall be made to apply continuously and not be limited to normal working hours. The contractor further agrees to defend, indemnify and hold owner and engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, exempting liability arising from the sole negligence of engineer. Disclaimer: 1. In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. Concrete 1. Concrete materials, quality control and construction shall comply with IRC Chapter 4 and ACI 318. 2. Compressive strength (minimum specified at 28 days) 2.1 Footing 3500 psi 2.2 Wall 3500 psi 2.3 Slab 3500 psi 3. Materials 3.1 Cements (ASTM C 150) Concrete exposed to freezing and thawing or deicing chemicals shall conform to the maximum water-cementitious material ratio and minimum compressive strength requirements of ACI 318 table 4.3.1. 3.2 Aggregates (ASTM C 33) nominal maximum size of course aggregates shall conform 3.3 Water used in mixing concrete shall be potable and clean. Steel 3.4 Deformed Bars: fy =60 ksi (ASTM A615) 3.5 At the time concrete is placed, reinforcement shall be free from mud, oil, and other nonmetallic coatings that decrease bond 4. Minimum Concrete cover (ACI 318 7.7.1) 4.1 Concrete cast against earth: 3 inches 4.2 Concrete exposed to earth or weather: 4.2.1 No. 6 or larger 2 inches 4.2.2 No. 5 bars, W31 Wire, or smaller: 1.5 inches 5. Form-work shall conform to ACI 318-11 and ACI 347. Forms shall be removed in a manner as not to impair safety and serviceability of the structure. Concrete exposed by form removal shall have sufficient strength not to be damaged by removal operation. Wood 1. Wood materials, quality and construction shall conform to IRC chapters 6 and 9. 2. Structural lumber: 2.1 Bearing walls: Hem-Fir (HF) Stud (ASTM D 1990, DOC PS 20) 2.2 Post: Hem-Fir (HF) #2 or better (ASTM D 1990, DOC PS 20) 2.3 Beam and Headers Hem-Fir (HF) #2 or better (ASTM D 1990, DOC PS 20) 2.4 Sill Plates Preservative-treated wood Southern Yellow Pine #2 3. Structural composite lumber and engineered wood (2005 NDS 8.1.1) 3.1 Laminated strand lumber 3.1.2 Microllam LVL Ex = 2.0E 4. Wood Structural panels 4.1 Roof, floor and sheathing: Oriented Strand Board (OSB) (DOC PS 1,2) 4.2 Sheathing shall be manufactured with exterior glue and not less than 4x8 feet, except at boundaries and at changes in framing. 4.3 Wall Sheathing 4.3.1 Oriented Strand Board (OSB) (DOC PS 1,2) 4.3.2 All panel joints in wall shall occur over studs or blocking using 8D nails spaced a minimum of 6 inches at panel edges and 12 inches at intermediate framing. Stagger sheathing joints. 5. Joist hanger, column caps, column bases, framing hardware: 5.1 Acceptable manufacturer Simpson Strong Tie (800) 925-5099 http://www.strongtie.com 5.2 Substitutions: not permitted. 6. Adhesive: 6.1 Liquid nails heavy duty construction adhesive (ln-903/lnp-903) 6.2 Specification ASTM c-557 6.3 Substitutions: permitted. DRAFTED BY: DESIGNED BY: PREPARED FOR:JOB #: DRAWING: SHEET: SCALE: PO Box 7285 Dillon, CO 80435 (303) 501-2458 NEW DECK TO BE INSTALLED AT: 890 ELK MEADOW CT. ESTES PARK, CO 80517 REVISIONS 1 2 3 4 C1 Digitally signed by Matthew Weber, PE DN: CN="Matthew Weber, PE", E=mweber@weberengineering.net Reason: I am the author of this document Location: your signing location here Date: 2022.06.16 22:42:35-06'00' Foxit PDF Reader Version: 11.2.2 Matthew Weber, PE APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 07/13/2022 PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND and chapter 5, section 507 Connectors & fasteners in contact with preservative-treated wood shall be of hot dipped, zinc coated galvanized steel, stainless steel, silicone bronze or copper DECK FRAMING PLAN 1/4" = 1'-0" (4) 1 34 x 9 12" LVL 15 ' - 7 " 13 ' - 7 " 2x6 PT @ 12" O.C.7' - 1 1 " 5' - 8 " 2x6 PT @ 12" O.C. 2x10 PT @ 12" O.C. 4'-512"4'-512"4'-512"4'-512"4'-512" 5' 5' 5' (2) 2x8 PT(2) 2x8 PT(2) 2x8 PT(2) 2x8 PT(2) 2x8 PT(2) 2x8 PT (2) 2x8 PT (2) 2x8 PT (2) 2x8 PT (2) 2x8 PT (2) 2x8 PT (2) 2x8 PT (2) 2x8 PT (2) 2x8 PT (2) 2x8 PT (2) 2x8 PT 4'-512"4'-512"4'-512"4'-512"4'-512"2'4'-1112"4'-1112"4'-1112" INSTALLING BLOCKING AT MID-SPAN 4x4 PT ON 10" DIAMETER 3' DEEP CAISSON (TYP) 1 S2 (E) HOUSE CANT. EACH BEAM TO SUPPORT WHERE DECK 1 JOINS DECK 2 CANT. EACH BEAM TO SUPPORT WHERE DECK 1 JOINS DECK 2 DECK 1 DECK 2 A HOT TUB MAY BE INSTALLED ANYWHERE ON DECK 1 INSTALL (4) SIMPSON STRONG TIE DTT2Z W/ 12" ANCHOR BOLT EVENLY SPACED (2) 2x8 PT (2) 2x8 PT (2) 2x8 PT DRAFTED BY: DESIGNED BY: PREPARED FOR:JOB #: DRAWING: SHEET: SCALE: PO Box 7285 Dillon, CO 80435 (303) 501-2458 NEW DECK TO BE INSTALLED AT: 890 ELK MEADOW CT. ESTES PARK, CO 80517 REVISIONS 1 2 3 4 S1 PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND Wood materials used to be Preservative-treated or approved Naturally durable wood in accordance with Section R317 & AWPA U1 - Unless noted otherwise on this drawing OPEN HOLE INSPECTION REQUIRED BEFORE CAISSON CONCRETE IS POURED APPROVED by SAFEbuilt; 2018 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 07/13/2022 10" DIA. 1' 4x4 PT SIMPSON STRONG-TIE ABA44Z OR EQUAL SECTION 1 1" = 1'-0" SIMPSON STRONG-TIE BCS2-2/4 BEAM PER PLAN 6" MIN 3' JOISTS PER PLAN SIMPSON STRONG TIE DTT2Z W/ 12" ANCHOR BOLT (OR EQUAL) AT EACH POST INSTALL PER MANUFACTURERS RECOMMENDATION 4x4 PT POST @ 48" O.C. W/ HAND RAIL BETWEEN WHERE REQ'D 12" THROUGH BOLT DECKING PER OWNER (2) #4 VERT. REBAR W/ 3" CLEAR COVER RIM BOARD TO MATCH JOIST SIZE H2.5 IF INSTALLED DROPPED, LUS26Z & LUS210Z IF FLUSH THIS IS ONLY ONE POSSIBLE HAND RAIL OPTION. CONTRACTOR/HOMEOWNER MAY SELECT A PREFAB HAND RAIL & REQUEST APPROVAL FROM ENGINEER 2x4 PT w/ (2) 16d PER STRINGER (N) WEDGE ANCHORS 2x12 PT STRINGER @ 12" o.c. (N) CONCRETE PAD STAIR DETAIL - BOTTOM 1/2" = 1'-0"2 (N) 2x4 LEDGER 2x12 PT STRINGER 734" M A X 10" MIN (1) 5" LEDGERLOK PER STRINGER 5" LEDGERLOK STAGGERED @ 18" o.c. PT DECK JOIST PER PLAN BEAM PER PLAN 1/2" = 1'-0" STAIR DETAIL - TOP2 DRAFTED BY: DESIGNED BY: PREPARED FOR:JOB #: DRAWING: SHEET: SCALE: PO Box 7285 Dillon, CO 80435 (303) 501-2458 NEW DECK TO BE INSTALLED AT: 890 ELK MEADOW CT. ESTES PARK, CO 80517 REVISIONS 1 2 3 4 S2 PERMIT #22-EP-00360 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND Min. Stair Hand/Guard Rail Requirements (R311.7 - R312): 1. Stairways to be not less than 36" in width 2. Risers = 7 3/4" max 3. Treads = 10" min. 4. The length of Run and the height of Riser shall not vary more than 3/8" in the entire run of the stair. 5. Stairs are required to be illuminated 6. Open risers opening = less than 4" 7. Nosing = 3/4" min. 8. Guardrail required for over 30" 9. Guardrail openings = less than 4" 10. Guardrail to meet 200lb. uniform live load 11. Handrail reqd for 4 or more risers 12. Handrail = 34" min. - 38" max 13. Handrail to be continuous one side min. 14. Hand-grip = 1-1/4" min to 2" max 15. Handrails to return to wall, post or terminal Plastic composite decking, treads and handrail to comply with R507.2.2 & ASTM D7032. Verify composite decking can span the required joist spacing