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HomeMy WebLinkAboutHeight Verification FormASPEN GLEN Homeowners Association at Aspen Glen, Inc. DESIGN REVIEW COMMITTEE Aspen Glen Height Survel Verification Form (To be filled out by surveyor prior to completion of rough framing and before rough framing inspection) Property Location: A AC—k- — Lc>T H I c) Date: ``/ 1 rJ / Z 3 I, SAw ('-�A-t-Ah4Q.n1 , Professional Land Surveyor of (name) The state of Colorado verified that the undisturbed or natural ground surface at the midpoint of the site was: (vC-�(,70 Feet Above Sea Level. Measured on: L 21 1 O /'Lolo (Month) (Day) (Year) I found the building height, as measured via the Garfield County Land Use Code, to be 2 2 Feet L Inches above the undisturbed or natural ground surface. 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Ua m p 7 z� who Qp 4- � D,�p¢ Q ¢�� Y¢ II 0-6I - �I�� p.ot �� D OZo UU La Q 0' N ww J1 Jom 0 n 7 p �� 1 N �O v� ° Jm ¢N Q; o°' �� oIr CDN N] O I Q w N � 9 All Q N U Q ; ww i / V 2: Q N o m g 02� a 1� Li �o° Lo ZWr ° w < .pjp ❑>m wo z J Z wl 7Ln4 y. 1O - - "" - — ❑ N In i 74Q it n ON � o --- ----� --- .50 SO L 3„bS,ZOZSN I O N 4` LU w° a^ LU W w U N w O N UO > Ir II T ::) x a w m u ¢m ui z I 0 H 1N3W3SV3 NOI-LYO1881 ONV 39V N I V 6G 'ALhi-Ln .Ca- L ~ w w w w w Z 0 o 2 a m = a ¢ z V U U O I 111 w w W c~W7 w Idawl- LLLI r~n 3 J oa L STRUCTURAL ENGINEERING MEMO December 27, 2023 Bella Villa Builders Attn: Daniel Wehde Daniel.Wehde bellavillbuilders.net 720-601-0383 40 PARALLEL struCrixrai engineering RE: Framing Inspection Items for Lot H10 at The Homestead 179 Saddleback Rd, Carbondale, CO 81623 40P job#: DAN21102 Daniel, It is our understanding that several framing items at the above -referenced project were not installed per the permit drawings, and thus require approval from the engineer of record. Those framing items, and our approval and/or corrections are provided below. 1. The concrete headers over the basement windows are 8.5" tall rather than 18" tall. a. This is acceptable at the two 5050 windows that are perpendicular to the floor joists and have LVL flush headers over the top. This is also acceptable at the 3650 window in the SW corner that is parallel to the floor joists. b. At the 5050 window in the SE corner that is parallel to the floor joists, sister a new 11 7/8" LVL x 6'-0" (minimum) to the typical floor rim over the existing opening. 2. Gable end truss "D1LG" was field modified to accommodate a window. a. We have reviewed the modifications and they are acceptable. 3. One of the beam pockets was installed too deep and a 3" square tube column was installed to support the end of the steel beam. a. The tube column is acceptable, but we recommend bolting the column to the foundation wall with a minimum of (2) 1/z" Titen HD concrete anchors. 4. The STHD14 holdowns specified in the permit drawings were not installed during the foundation pour and were retroactively replaced with HDU holdowns. a. We have reviewed the HDU holdowns and they are acceptable. S. The three-ply girder truss "HBGD" bears 6" on a doug-fir bearing block rather than the 8" minimum bearing length specified on the plans. a. We have reviewed the bearing conditions and they are acceptable. Please do not hesitate to contact me if you have any questions. Sincerely, 40th Parallel Structural Engineering, LLC By: >.>- - Dani 1 M Belleau, PE Principal 970.227.6368 Daniel _ 40thParallelSE.com West Slope Testing & Inspection LLC Report #1 3177 Glendam Dr. Grand Junction, CO 81504 Page 1 of 1 Phone: 970-434-6988 Cell: 970-260-2844 Inspection Report Date: 6-19-23 Project: 179 Saddleback Lot H-10 Aspen Glen Address: 179 Saddleback Rd. Aspen Glen/Carbondale, CO Building Permit No: BLRE-04-21-6798 General Contractor: Bella Villa Builders Contractor that Performed Work: Colorado Steel Works LLC Inspection of shop fabrication or field work at job site: Field Report: Visually inspected Cie id welding at the column cap to beam connections, field welded beam web stiffeners, steel beam to bearing plate welds, and inspected high strength A325 bolting at the steel beam connections. The welding & bolting inspected above was at the main floor framing level. The onsite welding & high strength A325 bolting inspected above appeared to be in substantial conformance with the plans, and the quality requirements of the AWS D1.1 Structural Welding Code & the AISC/RCSC Specification for high strength bolting. Note; steel beam pocket West side of residence was too low in elevation, and the steel erection personnel had added a smaller sized temporary section of tube steel to support the steel beam. If would be recommended that the contractor have the structural engineer review this condition, and provide or approve a fix. AINglas E. VU ag Inspector/Technician: Douglas E Young M HOE #5 Ming, ospector RWr �9 Special Inspector Sy -applied l=�rn . frog special Inspector West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Inspection Report Date: 9-26-23 Project: 179 Saddleback Lot H-10 Aspen Glen Address: 179 Saddleback Rd. Aspen Glen/Carbondale, CO Building Permit No: BLRE-04-21-6798 General Contractor: Bella Villa Builders Contractor that Performed Work: Colorado Steel Works LLC Report #2 Page 1 of 1 Inspection of shop fabrication or field work at sob site: Field Report: Visually inspected field welding at the column cap to beam connections framing above the garage area & field welding at stub column under beam at pocket main floor framing West side where a substantial sized column had been added to replace temporary column, as noted in the 1" report bottom paragraph. The onsite welding inspected above appeared to be in substantial conformance with the plans, and the quality requirements of the AWS D 1.1 Structural Welding Code. Inspector/Technician: Douglas E Young (b '� f. Douglas E. Young IBC cei ffIBcattion #5102224 ems te!iral Welding Spe iad Inspector stbt'VA'BOMP'g Special Inspector sy-Tay-apprakii Fia eproofin", Special inspector