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HomeMy WebLinkAbout3851 Glenarbor Ln - Special Inspections/Engineering - 09/26/2002eiHE INM" ORGANIZATION, LTD BUILDING PERMIT# FOUNDATION COMPLIANCE FORM (By Builder) CONSTRUCTION SITE ADDRESS: y S 1 C-�-LEAIA 8}.�BL,111 Subdivision: V�-rE4:P% Lot: 43(o Block: BUILDER'S NAME AND PHONE: Richmond American Homes Northern Division 11409 Business Park Circle, Suite 200 Longmont, Colorado 80504 (720) 494-5212 I/We hereby state that the foundation system for the above referenced project was constructed in general conformance with the foundation plans and specifications designed for this project and the site where it is constructed. Date: Initials: Inspection: FOOTING TRENCH CONCRETE -ENCASED ELECTRODE PLACEMENT TENDON PLACEMENT CONCRETE PLACEMENT TENDON STRESSING POST TENSION FINAL 6000 EAST EVANS AVENUE ■ BUILDING 2, SUITE 100 ■ DENVER, COLORADO 80222 ■ ( 3 0 3 ) 504.9330 ■ FAX: (303) 504-9620 N10 I o/$ /av IWEINT AUB ORGANIZATION, LTD Date 7/26/2002 Client Richmond -North Caller Name Doug Phone (303) 944-0400 Proiect No. G21-00005 Billing Group No. 0026 WO#: PO#: POST TENSION SLAB TENDON PLACEMENT INSPECTION 1� &03161jenavboY-Ln . inspector Morris, Shane Time of Inspection 12:45 Location: Block: Lot: 196 Subdivision Waterglen Address 3851 Glenarbor Lane EPO 250639 Lot Specifics Order No.: 16002 StructFloor: none Garage: 2 Model: 3571 BasementType: None Elevation: B FoundationType: PT INSPEiTH)H CHECKLIST 12_STai�F PWIRS ON[ V ti Item Description Pass Fail N/A i Refer to Comments 1A Copy Trench Inspection I] 0 N 1­1 2A Trench Ft . Width & Alin 0 0 ® 0 INSPECTION CHECKLIST fal1401-11THIC_ POURS ONLY) Item Description Pass Fail N/A War to Comments 1 B Condition of Soil PKI 0 0 M 2B Trench Width t Depth ® El El M 38 iTrench Locations 0 E O SOILS INFORMATION 1 C Soils Des cri tion....,Vr!7 Sce3 SSE' .................................... ........................................................................... Design Max. Allowable Bearing ....::�Q.�P...... PSF Other.................................................................... INSPECTION CHECKLIST (ALL POURS l Item Description Pass I Fail N/A Refer to Comments 1. Subgrade Pre eration ® 0 0 0 2. Formwork ® 0 171 0 3. linlerior Ribs Ej 0 4. Tendon Placement © 0 A. Condition ® 0 [] B. Placement in 0 1 171 E-1 C. Plumbing Conflicts M 0 0 0 D. Clearance & Cover ® 0 0 0 E. Anchors & Wed es Pq 0 0 0 5. Burstinq Steel 0 0 PQ 0 6. Band Breakers 0 0 0 0 7. Other....�!''s vu+7�o�...... [ 0 0 IKI Field Sketch Overall Results 1 0 Pass Add'1 Time 0 N.A. on Site Hrs. 0 Fail (Reinspect Req'd) Item Ms) of Failed Item(s) Reference Number: 1 3PSj 6ZX✓6e13oz 4�X Comments Q� iss, G 77)LC fyAc 4 i VVEINTRAUB ORGANIZATION, LTD Date 7/26/2002 Client Richmond -North Caller Name Doug Phone (303) 944-0400 Proiect No. G21-00005 Billing Group No. 0027 WO#: PO#: POST TENSION SLAB CONCRETE PLACEMENT INSPECTION Dgsl 61{dcadortn. Inspector Morris, Shane Time of Inspection 1:00 Location: Block: Lot: 196 Subdivision Waterglen Address 3851 Glenarbor Lane EPO 250639 Lot Specifics Order No.: 16002 StructFloor: none Garage: 2 Model: 3571 BasementType: None Elevation: B FoundationTvpe: PT INSPECTION CHECKLIST em IDescriction 1. Previous Inspection Forms 2. Subgrade Conditions 3. Concrete 4. Tendon Mamement & Caver 5. Cansolidatian Procedures 6. Other ........................... ... Other.............................. Pass Fail I NIA Refer to Comments M O 0 O - DT o 0 UMMM Rfflm0� P/9RTCY G� avoj' Weather Conditions ......................................................... OutsideTemp ............... ......................................... CONCRETE TESTING 7. Designation I G G 9 Concrete Temp. '8 Slum CD Cylinders Cast tj - y 8 E:1 Notify Lab for Cylinder Pickup Comments: Field Sketch 3 ?5_1 Overall Results (4 Pass Add'I Time 0 N.A. Ion Site Hrs. 0 Fail (Reinspect Req'd) Item #(s) of Failed Item(s) Reference Number: L fn/i9 A& o-e /vr PHL WEINTRAUB ORGANIZATION, LTD Date 8/7/2002 Client Richmond -North Caller Name Doug Phone (303) 944-0400 Proiect No. G21-00005 Billinq Group No. 0046 WO#: PO#: POST TENSION SLAB TENDON STRESSING INSPECTION N6 j C, [MrYbev_ Lr, . Inspector Morris, Shane Time of Inspection any Location: Block: Lot: 196 Subdivision Waterglen Address 3851 Glenarbor Lane EPO 250639 Lot Specifics Order No.: 16002 StructFloor: none Garage: 2 Model: 3571 BasementType: None Elevation: B FoundationType: PT Slab INSPECTION CHECKLIST Item IDgacription Pass Fail NIA Refer to Comments 1. Concrete Comp. Strength 0 F-1 2. Datum Marks ® F-1 3. Wedge Condition 4. Elongation ® 0 5. Other os-Q> 1:1 E:l 0 N6z"',ou- o 0 o a Comments 14tAAs A -AV CW')Er�., PC t"--v07-< /--, TA'' 14/z_rs-c l�-wwic-s1�F.c� NeEcDS 7`a &4v,— *%d�✓� CovfR„ Flel+l Sketch Overall Results _ 91 Pass Add'I Time 0 N.A. Ion Site Hrs. El Fail (Reinspect Req'd) Item #(s) of Failed Item(s) Reference Number: 1 3 Fs-1 61J,-5 AB 0t e-Alf- I THE WEINTRAUB ORGANIZATION, LTD Date 8/8/2002 Client Richmond -North Caller Name Doug Phone (303) 944-0400 Protect No. G21-00005 Billing Group No. 0047 W O#: PO#: POST TENSION SLAB FINAL INSPECTION �o1(5rl10)61VboVLAI). Inspector Morris, Shane Time of Inspection any Location: Block: Lot: 196 Subdivision Waterglen Address 3851 Glenarbor Lane EPO 250639 Lot Specifics Order No.: 16002 StructFloor. none Garage: 2 Model: 3571 BasementType: None Elevation: B FoundationType: PT Slab U-J'qPFt"TICtN i Wi-Kl ICT Item Description Pass Fail N/A Refer to Comments 1. Measurement of Tendons EQ El ED E-1 2. Cutting of Tendons 0 0 0 3. Condition of Pockets ERa 0 0 1Z 4_ Other 0 0 0 a a o a o a a a Comments ok 7-d Cu7' Y9- 644✓r .Sr c ) E-."m'-, s7w7E „ -t'-' Fief+l Sketch Overall Results Pass Addy Time F-I N.A. Ion Site Hrs ED Fail (Reinspect Req'd) Item #(s) of Failed Item(s) Reference Number: