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Home My WebLink AboutB18-0060_approved documents_1527698051.pdf 75 South Frontage Road Construction West, TOWN OFVAIL B18-0060 Vail, CO 81657 Issued: 05/30/2018 TOWN of vast Office:970.479.2139 InspectionLine:970.479.2149 Property Information Address: 551 N FRONTAGE RD W(210106302013)(210106302013) Unit#: ParcelNumber: 210106302013 LegalDescription: RED SANDSTONE ELEMENTARY SCHOOL Contacts ContactType: Applicant Full Name: M.Gonzalez Address: 56 Edwards Village Boulevard 210 Edwards,CO 81632 Phone: 9707661470 ContactType: PropertyOwner Full Name: EAGLE COUNTYSCHOOL DISTRICTRE-50J Address: Phone: None Contractor Contractor Type: General Company: HaseldenConstructiorinc State License#: Phone: 303-751-1478 Projecllnformation ProjectName: Red Sandstone Elementary2017 Parking Garage at Red Sandstone Elmentary.Scope of workconsists of construction of a newfour-level ProjeclDescription: parking garage on the Red Sandstone ElementarySchool site.The four-level structure will be composed mainlyof precaststructural concrete and has no internal ramping to access the levels. Each level of the structure is accessed throughdifferentlocationon the building throughthe access road on site. Fees Paid Conditions CONDITIONS UNDERWHICH PERMITS BECOME VOID: If construction is not begun within6 months from the date permitwas issued. If more than5 months elapses betweeninspections. Ifincorrectinformationis given on the applicationat the time the permitwas issued. -All penetrations in walls,ceilings,and floors to be sealed withan approved fire material. -A copyof the soils compactiontestwill be required at time of a footing inspection. ...,e/ .. 41.., ChristopherJarecki-Townof Vail Building Official NOTICE: By issuance of this Permitthe applicantagrees to complywithall Titles of the Townof Vail Code and all applicable State and Federal law. Failure to do so will void this Permitand the applicantshall forfeitall applicable fees. 5TRE55CRN3210 Astrozon Boulevard Colorado Springs,Colorado 80910 ell qty and Sbucturell PreceptConcrete Phone: 719.390.5041 MWORN Comp y Fax: 719.390.5564 Precast/Prestressed Concrete Calculations Prepared For: Red Sandstone Elementary Parking Vail, CO 6209 03-30-2018 Project Name V I HASELDEN -t---9,11,0 0 LJce , II RS Parking Garage b ggxsTxugilgx =O�0 ••••••••• � ++ G4•••p 1 KU4k, ell++e IID REVIEWED El REJECTED 0 APPROVED ❑REVISE NID 521 ^� AS NOTED RESUBMT A / 14. i BY Eric Sparwasser DATE 4/3/2018 1' 11 • SUBMITTAL# 034100-06 SPEC 034100 1 00110 1+ ' fp il Subcontractor review Is p or general pons ole or the Contract d Doeomns,s. t�� = ,01001% n ( Subcontractor or Supplier are responsible s, eyingall f field dimensions, 1 • Aty 0 V f affected d construction means,methods,sequences and coordination with of f ecled trades.This review does not alter,supersede or replace the ".\ii,,,,‘"v0 requirements of the Subcontract Agreement or Purchase Agreement.This review does not relieve the Architect and/or Engineers of their contractual responsibilities. SUBMITTAL CALCULATIONS LOG Submittal # Date Purpose Remarks 1 03/30/2018 Approval The seal of fabricator's professional engineer affixed hereto applies only to this firm's fabricated products designed to meet structural criteria provided by the Engineer of Record. It is requested that the Engineer of Record review this work for conformance with the design concept of the project and compliance with the information given in the contract documents. 4660 5TRE55CON Architectural and Structural Precast Concrete An DrCOr Company TABLE OF CONTENTS 1.0—Summary of Design Parameters Included 2.0— Double Tee Design Included 3.0— Flat Slab/ Hollow Core Design Included 4.0— Beam Design Included 5.0—Spandrel Design Included 6.0—Column Design Included 7.0—Wall Design Included 8.0—Special Other Design N/A 9.0—Connection Design Included eg 5TRE55CON Architectural and Structural Precast Concrete An ENCOM Company 1.0 SUMMARY OF DESIGN PARAMETERS Section General Description 1.1 Design Team 1.2 Design Codes and Standards 1.3 Material Properties 1.4 Loads and Design Criteria el. 5TRE55CON Architectural and Structural Precast Concrete An ENCox Company 1.1 Design Team 1.1.1 Project Manager • Mark Glass 1.1.2 Project Engineer • Fadjar Kusumo 1.1.3 Project Coordinator • Ray Sherrier 1.2 Design Codes and Standards 1.2.1 Building Codes • 2015 International Building Code (IBC). 1.2.2 Concrete Design Codes • ACI 318— 14 Building Codes and Commentary. • ACI 315—99, Details and Detailing of Concrete Reinforcement. • CRSI Manual of Standard Practice. 1.2.3 Steel Design Codes • AISC Steel Construction Manual, 13th E d. • AISC Steel Construction Manual, ASD 9th E d. • AISC Steel Construction Manual, LRFD 3rd E d. 1.2.4 Welding Design Codes • AWS Structural Welding Code D1.1—(2008) (Steel). • AWS Structural Welding Code D1.4—(2008) (Reinforcing Steel). I* el. 5TRE55CON Architectural and Structural Precast Concrete An ENCox Company 1.2.5 Design Loads • ASCE 7— 10, Minimum Design Loads for Buildings and Other Structures. • ASCE 37 —02. Design Loads on Structures During Construction. • Sheet S1.0 of Contract Drawings—Structural engineer's general notes. 1.2.6 Prestressed / Precast Concrete Design Codes • PCI MNL— 120, Design Handbook, 8th Ed. • PCI MNL— 138, Precast Connections Manual. • PCI TR -7—05, PCI Standard Design Practice. • PCI MNL— 127, Erectors Manual. • PCI MNL— 116, Quality Control Manual for Precast and Prestressed Concrete. • PCI MNL— 117, Quality Control Manual for Architectural Precast and Prestressed Concrete. • PCI MNL— 135, Tolerance Manual. • PCI MNL— 122, Architectural Precast Concrete Design Handbook, 3rd Ed. • PCI MNL— 129, Parking Structures. • PCI MNL— 124, Design for fire Resistance of Precast Prestressed concrete. 1.3 Material Properties 1.3.1 Concrete 1.3.1.1 Precast • Minimum Compressive Strength (Stripping) = 2,500 psi • Minimum Compressive Strength (28 Day) = 5,000 psi or as required by design specified in the design summaries 1.3.1.2 Prestressed I* elo 5TRE55CON Architectural and Structural Precast Concrete An ENCox Company • Minimum Compressive Strength (Stripping) = 3,500 psi • Minimum Compressive Strength (28 Day) = 5,000 psi or as required by design specified in the design summaries 1.3.1.3 Cast in Place (Topping) • Minimum Compressive Strength (28 Day) = 5,000 psi 1.3.1.4 Unit Weights • Hard Rock Concrete (HR) = 150 pcf • Light Weight Concrete (LW) = 118 pcf • Hybrid Concrete (LW/HR) = 129— 135 pcf 1.3.1.5 Cement • ASTM C150,Type Ill 1.3.1.6 Fly Ash • ASTM C618,Type C 1.3.2 Steel 1.3.2.1 Reinforcing Bars • ASTM A615, Grade 60 for sizes 8-11 • ASTM A706 (low Alloy), Grade 60 for sizes 3-7 1.3.2.2 Prestressing Tendons • ASTM A416,7—Wire Low— Lax,fpu = 270 ksi 1.3.2.3 Welded Wire • ASTM A185, Fy = 65 ksi • ASTM A82-90 = 60 ksi I* el. 5TRE55CON Architectural and Structural Precast Concrete An ENCox Company 1.3.2.4 Structural Steel • ASTM 36, Structural Carbon Steel, Fy= 36 ksi • ASTM 53, Tube Sections, Fy= 46 ksi 1.3.2.5 HAS Headed Anchor Studs — • ASTM A108-07, A29, A276, A493, A496,A479 A1022, • Minimum Fy (1/4"—3/8" diameter stud) = 49 ksi • Minimum Fy (1/2"— 1" diameter stud) = 51 ksi 1.3.3 Grout • ASTM C— 1107, Grade B 1.4 Loads and Design Criteria 1.4.1 Wind • Risk Category = II • Basic Wind Speed = 115 mph (3-second gust) • Exposure Category = C 1.4.2 Seismic • Risk Category = II • Importance Factor= 1 • Design Spectral Response Coefficient, SDs= 0.273 • Design Spectral Response Coefficient, Sol = 0.116 • Structural Seismic Lateral System = Ordinary precast shear wall, R = 3 • Seismic Design Category = B • Design base shear= 830k I* el. 5TRE55CON Architectural and Structural Precast Concrete An ENCox Company 1.4.3 Snow • Snow load = 100 psf(Flat roof snow load) 1.4.4 Gravity Dead Loads • Precast Self Weight (HR) = 150 pcf • Topping = 37.5 psf(3"); 62.5 psf(5") • Superimposed Dead Load = 10 psf(Garage) = 15 psf(Stair) 1.4.5 Gravity Live Loads • Passenger vehicle= 40 psf • Stair live load = 100 psf • Concentrated load = 3000 lbs on 4.5"x4.5" (floor); 10000 lbs/wheel (roof) Caterpillar 950 1.4.6 Fire Rating • Fire rating = 0 hour 1.4.7 Soil Pressure • Soil pressure = 65 psf/ft • Horizontal pressure from surcharge = 57 psf/ft I*