515 E Dyer Rd-EV Chargers & Parking lot - Plan

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POST-INSTALLED ANCHOR NOTES 1. DESIGN CRITERIA IS BASED ON THE CONTROLLING GEOGRAPHICAL LOADINGS CONSIDERING CLIENT-PROVIDED PROJECT LOCATIONS IN THE UNITED STATES. 2.THE DESIGN CRITERIA PERTAINING TO EACH SPECIFIC SITE WILL DIFFER FROM THE DESIGN CRITERIA LISTED BELOW. THE DESIGN CRITERIA LISTED BELOW IS CONSERVATIVE RELATIVE TO THE SITE SPECIFIC DESIGN WITH THE CONSIDERATION OF PROJECT GENERAL NARRATIVE AND REQUIREMENTS OF NOTE 4, ABOVE. 3.BUILDING CODE: 2021 INTERNATIONAL BUILDING CODE 4.DESIGN LOADS RISK CATEGORY = II DEAD LOAD: SELF WEIGHT OF MATERIAL WIND: DESIGN WIND SPEED (3 SEC. GUST) = 96 MPH (ULTIMATE) WIND EXPOSURE = C SEISMIC: SEISMIC IMPORTANCE FACTOR, IE = 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: SS = 1g SI = 0.354g SITE CLASS = D, DEFAULT DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: SDS = 0.733g SDI = N/Ag SEISMIC DESIGN CATEGORY = D RESPONSE MODIFICATION COEFFICIENT (Ra) = 3.0 FROST DEPTH = 0" 1.UNLESS OTHERWISE INDICATED ON PLANS, POST-INSTALLED ANCHORS SHOULD CONSIST OF THE FOLLOWING ANCHOR TYPES, OR APPROVED EQUAL: HILTI KH-EZ SS316 2.SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHOULD PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT AND CURRENT BUILDING CODE. CONCRETE AND REINFORCEMENT 1.CAST-IN-PLACE CONCRETE SHOULD BE F'C = 4,500 PSI MIN (CLASS F2), W/C = 0.45 MAX, AND TARGET AIR CONTENT OF 6% ± 1.5%, UNLESS NOTED OTHERWISE. MAXIMUM AGGREGATE SIZE IS 1". 2.REINFORCING SHOULD CONFORM TO ASTM A615, GRADE 60, Fy = 60,000 PSI. 3.HOOKS AND BENDS FOR REINFORCING BARS SHOULD CONFORM TO THE REQUIREMENTS OF THE ADOPTED ACI 318. 4. ALL BEND DIMENSIONS FOR REINFORCING STEEL SHOULD BE OUT-TO-OUT OF BARS. ALL PLACEMENT DIMENSIONS FOR REINFORCING STEEL SHOULD BE TO CENTER OF BARS UNLESS NOTED OTHERWISE. 5.ALL REINFORCING SHOULD HAVE 2" CLEAR COVER UNLESS NOTED OTHERWISE. 6.ALL EXPOSED CONCRETE CORNERS SHOULD BE CHAMFERED3 4". 7. TRIM ALL REINFORCING 2" CLEAR OF OPENINGS. USE #4X4 CENTERED ON CORNER OF OPENINGS. 1. FOUNDATIONS ARE DESIGNED USING PRESUMPTIVE SOIL VALUES IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING CODE. 2. ALL FOOTING EXCAVATIONS SHOULD BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. 3.IBC PRESUMPTIVE VERTICAL BEARING CAPACITY:1,500PSF 4. IBC PRESUMPTIVE LATERAL BEARING CAPACITY: 100 PCF 5.CONTRACTOR SHOULD ENGAGE A GEOTECHNICAL TESTING LABORATORY LICENSED IN THE STATE OF THE PROJECT TO CONFIRM SOIL PREPARATION AND SPECIFY PROCEDURES AND SPECIFY COMPACTING REQUIREMENTS NECESSARY TO OBTAIN THE DESIGN SOIL PROPERTIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ENGINEER OF RECORD IF ASSUMED SOIL PROPERTIES CANNOT BE OBTAINED ON SITE. FOUNDATIONS 1.THESE CONSTRUCTION DOCUMENTS ARE SPECIFICALLY APPLICABLE TO FOUNDATIONS SUPPORTING THE COMPONENTS LISTED BELOW. THE INFORMATION IN THIS TABLE MAY VARY DEPENDING ON FINAL CLIENT PROCUREMENT DECISIONS. CONTRACTOR AND CLIENT TO CONFIRM FINAL PROCUREMENT SELECTIONS WITH ENGINEER PRIOR TO CONSTRUCTION. 2.EQUIPMENT YIELDING MAXIMUM EQUIVALENT UNIFORM AREA LOAD WAS USED IN DESIGN OF EQUIPMENT PADS. 3.FOUNDATION DESIGN IS BASED ON THE DESIGN CRITERIA. 4.IF THE PROJECT IS LOCATED IN AN AREA CLASSIFIED AS SITE CLASS E OR F, A SITE-SPECIFIC GEOTECHNICAL ANALYSIS IS REQUIRED AND THE ENGINEER OF RECORD SHOULD BE CONTACTED IMMEDIATELY. 5.THE CONTRACTOR'S SCOPE OF WORK FOR THIS PROJECT SHOULD INCLUDE ALL COORDINATION, MATERIALS, LABOR, AND OVERHEAD NECESSARY FOR COMPLETION OF THE FOLLOWING: A. ALL STRUCTURES ARE DESIGNED TO ACT AS A STRUCTURAL UNIT UPON COMPLETION. CONTRACTOR SHOULD DESIGN AND PROVIDE NECESSARY BRACING, TEMPORARY SUPPORTS, AND SHORING TO RESIST FORCES ON THE STRUCTURE DURING CONSTRUCTION. B. VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO STARTING WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. C. VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO STARTING WORK. D. CONTRACTOR MUST EXERCISE EXTREME CARE DURING THE EXCAVATION AND CONSTRUCTION FOR NEW STRUCTURE TO AVOID DAMAGE TO EXISTING STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MEANS AND METHODS REQUIRED TO FACILITATE CONSTRUCTION OF THE WORK AND ENSURING THE SAFETY, STABILITY AND INTEGRITY OF ADJACENT STRUCTURES AND FACILITIES. E. CONTRACTOR MUST ENGAGE A GEOTECHNICAL ENGINEER TO FIELD VERIFY SOIL PARAMETERS NOTED IN THE FOUNDATION NOTES AND CONCRETE CLASS NOTED UNDER CONCRETE NOTES.DESIGN CRITERIA: PROJECT GENERAL NARRATIVE AND REQUIREMENTS: COMPONENT NAME COMPONENT DIMENSIONS (WxHxD, FT) COMPONENT WEIGHT (LBS) EQUIVALENT UNIFORM AREA LOAD (PSF) SWITCHGEAR 19'-6"x8'-9"x6'-0"17,900 152.99 MV TAP SWITCH 8'-8 1/2"x4'-8 1 2"x6'-4 1/2"6,400 115.43 MV TRANSFORMER 6'-0"x6'-1"x8'-3"14,500 292.93 NOT TO SCALE2FOUNDATION FOR SWITCHGEAR AND MV TRANSFORMER NOT TO SCALE1FOUNDATION FOR LV TRANSFORMER AND LVSB TOP OF FOUNDATION TOP OF PAD NOTE: -FOUNDATION DIMENSIONS ARE BASED ON STANDARD EQUIPMENT SIZING AND WILL REQUIRE 6" CLEAR FROM EDGE OF EQUIPMENT TO EDGE OF PAD ON ALL SIDES. IF THE PROCURED EQUIPMENT IS LARGER IN SIZE THAN WHAT THE PAD WILL ALLOW, ENGINEER OF RECORD SHOULD BE CONTACTED AND LARGER PAD WILL BE REQUIRED. -TOP OF EQUIPMENT PAD IS INTENDED TO BE LEVEL. GC TO COORDINATE PAD EMBEDMENT DEPTH WITH ACTUAL SITE GRADING PLANS. -SOIL COMPACTION AND SUBBASE REQUIREMENTS TO BE COMPLETED BASED ON THE LATEST GEOTECHNICAL REPORT WHICH WAS NOT PROVIDED TO THE ENGINEER AS PART OF THIS DESIGN 10 " NOTE: 1) WHEN EMBEDDED BOLLARDS ARE REQUIRED PER SITE LAYOUT, BOLLARD TO BE PLACED IN ACCORDANCE WITH PROVISIONS ON SHEET C5.1 DETAIL 17. FOUNDATIONS TO BE SPACED WITH A MINIMUM OF 6" BETWEEN EDGE OF FOUNDATION. 14" NOTE: 1) WHEN EMBEDDED BOLLARDS ARE REQUIRED PER SITE LAYOUT, BOLLARD TO BE PLACED IN ACCORDANCE WITH PROVISIONS ON SHEET C5.1 DETAIL 17. FOUNDATIONS TO BE SPACED WITH A MINIMUM OF 6" BETWEEN EDGE OF FOUNDATION. 6" TYP 2"CLR TYP. EQUIPMENT WIDTH + 1'-0" OR MINIMUM DIMENSIONS PER NOTES 14" 1'-0" TYP. 10 " EQUIPMENT WIDTH + 1'-0" OR MINIMUM DIMENSIONS PER NOTES 6" TYP 1'-0" TYP. 1'-0" TYP.1'-0" TYP. EQUIPMENT FREE DRAINING, NON-FROST SUSCEPTIBLE AGGREGATE FILL BELOW SPREAD FOOTING FINISHED GRADE FINISHED GRADE FREE DRAINING, NON-FROST SUSCEPTIBLE AGGREGATE FILL BELOW SPREAD FOOTING EQUIPMENT #7 AT 6" OC TO BE CENTERED IN PAD EACHWAY #7 AT 6" OC TO BE CENTERED IN PAD EACHWAY 2024 LC DESIGNS INTELLECTUALPROPERTY NOTICE: This drawing is the sole property of LC Designs. Itis loaned to the recipient for his/her confidential use only; and in consideration of the loan of thisdrawing, the recipient agrees that this drawing shall not be reproduced, copied, loaned, nor used for anypurpose other than for which it is specifically intended without the express consent of LC Designs. LC Designs, 2205 E Dory St, Goddard, KS 67052316-816-0771 LC Designs IDBA R MEMBER AMERICAN INSTITUTE of BUILDING DESIGN KITTY HAWK ENGINEERING BARRETT CROOK, PE, LEED AP 5306 MULHOLLAND DRIVE SUMMERVILLE, SC 29485 252-655-1056 C6.0