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Home My WebLink AboutPLANS Deck 241 Mountain View Ln 2024-06-06PERMIT #24-EP-00121 Field Copy Print out legibly & in color and have on-site for inspector REVIEWED BY SAFEbuilt - 4/24/2024 - BY PBland SITE PLAN REVIEWED FOR BUILDING COMPLIANCE NO PORTION OF ANY BUILDING OR STRUCTURE SHALL ENCROACH INTO OR OVER AN EASEMENT LINES : 241 Mountain View Ln., Estes Park, 80517 CO Phone: (720) 938-4166 Email: cnschira@gmail.com 260.25 Sq. Ft. Charles Schira Design 1716 Main St Suite A - Unit 104 Longmont, CO, 80501 - Phone: (303) 808-2988 4/15/2024 Jussara Stipanich Wagner Ribeiro Client: Project:Stamps: Date:Scale:Area: Designer:General Contractor: Not to scale ANCHOR ENGINEERING, Inc. Glen L. Wilson PROFESSIONAL ENGINEER 2535 17th Street Denver, CO 80211 PHONE (303) 783-4797 FAX (303) 830-9133 DESIGNED BY- DRAWN BY-WR GLW REVIEWED BY- JOB#-240213 GLW THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. ANCHOR ENGINEERING, Inc. Glen L. Wilson PROFESSIONAL ENGINEER 2535 17th Street Denver, CO 80211 PHONE (303) 783-4797 FAX (303) 830-9133 DESIGNED BY- DRAWN BY-WR GLW REVIEWED BY- JOB#-240213 GLW THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. 04/15/2024 Glen L. Wilson Digitally signed by Glen L. Wilson DN: C=US, E=glen.wilson@anchoreng.com, O="Anchor Engineering, Inc.", OU=Engineer, CN=Glen L. Wilson Location: 2535 17th Street, Denver, CO 80211 Reason: I am approving this document Contact Info: 303-783-4797 Date: 2024.04.15 12:57:19-06'00' PERMIT #24-EP-00121 Field Copy Print out legibly & in color and have on-site for inspector REVIEWED BY SAFEbuilt - 4/24/2024 - BY PBland : 241 Mountain View Ln., Estes Park, 80517 CO Phone: (720) 938-4166 Email: cnschira@gmail.com 260.25 Sq. Ft. Charles Schira Front Deck 1716 Main St Suite A - Unit 104 Longmont, CO, 80501 - Phone: (303) 808-2988 4/15/2024 Jussara Stipanich Wagner Ribeiro Client: Project:Stamps: Date:Scale:Area: Designer:General Contractor: Not to scale ANCHOR ENGINEERING, Inc. Glen L. Wilson PROFESSIONAL ENGINEER 2535 17th Street Denver, CO 80211 PHONE (303) 783-4797 FAX (303) 830-9133 DESIGNED BY- DRAWN BY-WR GLW REVIEWED BY- JOB#-240213 GLW THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. ANCHOR ENGINEERING, Inc. Glen L. Wilson PROFESSIONAL ENGINEER 2535 17th Street Denver, CO 80211 PHONE (303) 783-4797 FAX (303) 830-9133 DESIGNED BY- DRAWN BY-WR GLW REVIEWED BY- JOB#-240213 GLW THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. 04/15/2024 PERMIT #24-EP-00121 Field Copy Print out legibly & in color and have on-site for inspector REVIEWED BY SAFEbuilt - 4/24/2024 - BY PBland : 241 Mountain View Ln., Estes Park, 80517 CO Phone: (720) 938-4166 Email: cnschira@gmail.com 260.25 Sq. Ft. Charles Schira Deck Framing 1716 Main St Suite A - Unit 104 Longmont, CO, 80501 - Phone: (303) 808-2988 4/15/2024 Jussara Stipanich Wagner Ribeiro Client: Project:Stamps: Date:Scale:Area: Designer:General Contractor: : 241 Mountain View Ln., Estes Park, 80517 CO Phone: (720) 938-4166 Email: cnschira@gmail.com 260.25 Sq. Ft. Charles Schira Deck Framing 1716 Main St Suite A - Unit 104 Longmont, CO, 80501 - Phone: (303) 808-2988 4/15/2024 Jussara Stipanich Wagner Ribeiro Client: Project:Stamps: Date:Scale:Area: Designer:General Contractor: 3/16" = 1'-0" ANCHOR ENGINEERING, Inc. Glen L. Wilson PROFESSIONAL ENGINEER 2535 17th Street Denver, CO 80211 PHONE (303) 783-4797 FAX (303) 830-9133 DESIGNED BY- DRAWN BY-WR GLW REVIEWED BY- JOB#-240213 GLW THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. ANCHOR ENGINEERING, Inc. Glen L. Wilson PROFESSIONAL ENGINEER 2535 17th Street Denver, CO 80211 PHONE (303) 783-4797 FAX (303) 830-9133 DESIGNED BY- DRAWN BY-WR GLW REVIEWED BY- JOB#-240213 GLW THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. 04/15/2024 PERMIT #24-EP-00121 Field Copy Print out legibly & in color and have on-site for inspector REVIEWED BY SAFEbuilt - 4/24/2024 - BY PBland Connectors & fasteners in contact with preservative-treated wood shall be of hot dipped, zinc coated galvanized steel, stainless steel, silicone bronze or copper ALL BEAM/JOIST SPLICES MUST OCCUR OVER POST/SUPPORT WITH 1 1/2" BEARING Plastic composite decking, treads and handrail to comply with R507.2.2 & ASTM D7032. Verify composite decking can span the required joist spacing - per manufacturers installation instructions & specifications. Wood materials used to be No. 2 grade species or better & Preservative-treated or approved Naturally durable wood in accordance with Section R317 & AWPA U1 - Unless noted otherwise on these drawings APPROVED by SAFEbuilt; 2021 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 04/24/2024 : 241 Mountain View Ln., Estes Park, 80517 CO Phone: (720) 938-4166 Email: cnschira@gmail.com 260.25 Sq. Ft. Charles Schira SideView 1716 Main St Suite A - Unit 104 Longmont, CO, 80501 - Phone: (303) 808-2988 4/15/2024 Jussara Stipanich Wagner Ribeiro Client: Project:Stamps: Date:Scale:Area: Designer:General Contractor: : 241 Mountain View Ln., Estes Park, 80517 CO Phone: (720) 938-4166 Email: cnschira@gmail.com 260.25 Sq. Ft. Charles Schira SideView 1716 Main St Suite A - Unit 104 Longmont, CO, 80501 - Phone: (303) 808-2988 4/15/2024 Jussara Stipanich Wagner Ribeiro Client: Project:Stamps: Date:Scale:Area: Designer:General Contractor: 3/16" = 1'-0" ANCHOR ENGINEERING, Inc. Glen L. Wilson PROFESSIONAL ENGINEER 2535 17th Street Denver, CO 80211 PHONE (303) 783-4797 FAX (303) 830-9133 DESIGNED BY- DRAWN BY-WR GLW REVIEWED BY- JOB#-240213 GLW THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. 04/15/2024 PERMIT #24-EP-00121 Field Copy Print out legibly & in color and have on-site for inspector REVIEWED BY SAFEbuilt - 4/24/2024 - BY PBland OPEN HOLE INSPECTION REQUIRED FOR DEPTH & SIZE OF CAISSONS/PIERS - BEFORE CONCRETE IS POURED CAISSONS/FOOTERS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR COMPACTED ENGINEERED FILL - PER 403.1 Cemco 600S162.54 stud 1-5/8 flange 16 ga Cemco 600T125.54 Track 1-1/4 Leg 16ga (2)1/4" x 3-1/2" Strong-Tie SDS25312 @16 o.c. Approved flashing bottom plate top plate 2X Floor Joist Approved flashing behind existing exterior wall covering Attach to joists with non-corrosive fasteners Existing building 1716 Main St Suite A - Unit 104 Longmont, CO, 80501 - Phone: (303) 808-2988 Jussara Stipanich Wagner Ribeiro Stamps: Designer:General Contractor: Project: Scale: Not to Scale SIMPSON L50 w/ #10x1" SELF TAPPING SCREWS New wood beam D1 - Ledger Detail ANCHOR ENGINEERING, Inc. Glen L. Wilson PROFESSIONAL ENGINEER 2535 17th Street Denver, CO 80211 PHONE (303) 783-4797 FAX (303) 830-9133 DESIGNED BY- DRAWN BY-WR GLW REVIEWED BY- JOB#-240213 GLW THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. 04/15/2024 PERMIT #24-EP-00121 Field Copy Print out legibly & in color and have on-site for inspector REVIEWED BY SAFEbuilt - 4/24/2024 - BY PBland (4) 5" Ledger Lock AYC GluLam 5-1/8 X 6 AYC Post Beam connection: Notch 5-1/8X6 and Connected 5” Ledger Lock D2 1716 Main St Suite A - Unit 104 Longmont, CO, 80501 - Phone: (303) 808-2988 Jussara Stipanich Wagner Ribeiro Stamps: Designer:General Contractor: D2 - Beam Connection Project: Scale: Not to Scale ANCHOR ENGINEERING, Inc. Glen L. Wilson PROFESSIONAL ENGINEER 2535 17th Street Denver, CO 80211 PHONE (303) 783-4797 FAX (303) 830-9133 DESIGNED BY- DRAWN BY-WR GLW REVIEWED BY- JOB#-240213 GLW THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. 04/15/2024 PERMIT #24-EP-00121 Field Copy Print out legibly & in color and have on-site for inspector REVIEWED BY SAFEbuilt - 4/24/2024 - BY PBland 36"min. height Guardrail Less than 6" DIA 34 - 38" above noses 10" min. run Open risers less than 4" 4 Inch min. - 7 3/4 max. rise Minimum of 36" Landing Finished grade Deck Guardrail required if more than 30" Handrail (see details below) Open guardrails and open handrails on decks and stairways more than 30" above grade or floor below shall have members spaced so that a 4 inches diameter sphere cannot pass through New or existing ligth required Stairway notes: 1. Stairway shall be not less than 30" in width. 2. Stairway rises shall be not greater than 7 3/4". 3. Stairway treeds shall have a minimum run of 10". 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 iluminated . 6. Open risers permitted if opening is lexx than 4". 7. Minimum 3/4 " nosing Guardrails shall be designed to resist a single concentrated load of 200 Ibs. applied in any direcion at any point along the top. Handrail Notes: 1. Handrails shall be continuous on at least one side of the stairs with 4 or more risers. 2. Handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 inches in circular cross section. 4. Handrails shall be placed not less than 1-1/2 inches from any wall or other surface. 5. Handrails to be returned to wall, post or safety terminal per IRC. Acceptable Handrail Details 1-¼" - 2-¼" 1-½"max.Wall or other surface 1-½"min. 1-¼" / 2-¼" Gripable 1716 Main St Suite A - Unit 104 Longmont, CO, 80501 - Phone: (303) 808-2988 Jussara Stipanich Wagner Ribeiro Stamps: Designer:General Contractor: Project: Scale: Not to Scale D5 - Stairs Details ANCHOR ENGINEERING, Inc. Glen L. Wilson PROFESSIONAL ENGINEER 2535 17th Street Denver, CO 80211 PHONE (303) 783-4797 FAX (303) 830-9133 DESIGNED BY- DRAWN BY-WR GLW REVIEWED BY- JOB#-240213 GLW THESE DRAWINGS WERE NOT PREPARED BY ANCHOR ENGINEERING, INC. BUT HAVE BEEN REVIEWED FOR STRUCTURAL ADEQUACY. UNLESS SPECIFICALLY DETAILED &/OR SPECIFIED ON THE STRUCTURAL CONTRACT DOCUMENTS, STAIRS, BALUSTERS, HALF-WALLS & RAILINGS FOR DECKS, BALCONIES, AWNINGS SUN SHADES, & WALKWAYS HAVE NOT BEEN DESIGNED BY ANCHOR ENGINEERING, INC. DESIGN & CONSTRUCTION OF THESE ELEMENTS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 04/15/2024 PERMIT #24-EP-00121 Field Copy Print out legibly & in color and have on-site for inspector REVIEWED BY SAFEbuilt - 4/24/2024 - BY PBland Guardrail is required for deck walking surfaces that are 30" or more above grade Guardrails and the support of the Guardrail shall be constructed per R507.10 of the 2021 IRC