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10088 NO State Route 99 E ,, Frontage Rd
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<br /> Scope of work: ( N ) PEMB 50 x 60 storage and associated electrical work, new lights .
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<br /> Owner/Applicant Project Data LO
<br /> Harvest Bible Church Project Address 10088 N.State Route 99 E. Frontage Rd
<br /> 10088 N. Ste Rte 99 Stockton, CA 95212 n�11 Q
<br /> Stockton CA 95212 Project Jurisdiction San Joaquin County W r 1
<br /> E. Frontage Rd, � v
<br /> Phone: 209.609.1377 APN 086-07-047 H
<br /> Contact: Paster mark Butler Code Analysis QD z
<br /> C/O: Rick Cropper Occupancy Classification S-1 o
<br /> Risk Category II (Table 1604.5)
<br /> Construction Type V-B 00 r 1
<br /> Vicinity Map: Occupancy Separation None Required (Table 508.4) O
<br /> Allowable Area 36,000 O o
<br /> Allowable Stories 2
<br /> Mdf103 Te¢C SPtYL00
<br /> Allowable Building Height 60'
<br /> 18'-10"
<br /> Zoning C-C (Community Commericial
<br /> Drawn By CM
<br /> Fire Protection
<br /> MI.,I y IV,,0
<br /> Project location Fire Sprinklers Yes, Automatic checker DEW
<br /> Fire Alarm No
<br /> Occupancy Separation Not Required
<br /> Job# 160043
<br /> Scale Noted
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<br /> Areas
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<br /> (E) Harvest Church 11,954 SF Revision Schedule
<br /> (E) Vincent Shalvey Academy 26,850 SF # Date Description
<br /> (N) Metal Storage Building 3,000 SF A 12/O1/25 Submittal
<br /> -Zoning
<br /> mittal
<br /> General Notes:
<br /> 1. These drawings have been prepared using standards of professional care and completeness
<br /> normally exercised under similar conditions by a reputable Engineer. They necessarily assume the
<br /> Project Team: work depicted will be performed by an experienced Contractor and/or workman who has a working
<br /> knowledge of the applicable code, standards and requirements of industry acceptable standards of
<br /> Engineer good installation/construction practices. As not every condition or detail is (or can be) explicitly
<br /> shown on these drawings, it is understood that the Contractor will use acceptable industry standard
<br /> JCWagner & Associates good practice for all miscellaneous work not shown on the plans.
<br /> 2132 N El Dorado St. 2. Calculations and design of miscellaneous non-structural items, such as stairs, railings, non-structural
<br /> Stockton, CA 95204 walls and prefabricated items, such as roof trusses or floor trusses, are not included and are to be
<br /> Contact: Doug Wagner, PE provided by others unless specifically noted on these drawings.
<br /> W k (209) 227-7646 3. These drawings represent the finished structure.They do not explain the method of construction. The
<br /> Contractor shall be solely responsible for construction means, methods, techniques, sequences,
<br /> schedule and procedures. It shall be the Contractor's responsibility to design and provide adequate
<br /> shoring, bracing, form-work, etc. as required for the protection of life and property during
<br /> General Contractor construction. Visits to the site by the Engineer shall not include inspection of this item.
<br /> 4. During construction materials shall be uniformly spread out such that the design live load per square
<br /> Cal-Sun Construction, Inc. foot as stated herein is not exceeded. Visits to the site by the Engineer shall not include inspection of
<br /> P.O. Box 828 this item.
<br /> Lodi, CA 95241 5. The Contractor shall be responsible for all excavation procedures including shoring and protection of
<br /> Email: rick@ horseshoesu li adjacent property, structures, streets and utilities in accordance with local building codes, the local
<br /> ppes.com building department and/or OSHA requirements.
<br /> Phone: (209) 333-2006 b. The Contractor shall be responsible for verification of all dimensions, conditions and elevations within
<br /> Contact: Rick Cropper architectural and/or structural drawings prior to the start of construction.The Contractor shall inform
<br /> the Architect or Engineer in writing of any discrepancies or omissions noted on the drawings. Any such
<br /> discrepancy, omission or variance not reported before the start of the construction shall be the
<br /> Electrical
<br /> responsibility of the Contractor. If discrepancies exist on these drawings, notes and details shall take
<br /> precedence over the general notes. LLI
<br /> HCS Engineering
<br /> 7. Where reference is made to codes or test standards for materials of construction, the latest edition Q
<br /> 4512 Feather River Dr. #F and/or addendum adopted by the governing agency shall be used.
<br /> Stockton, CA 95219 8. Any options stated or drawn are for the Contractor's convenience. If the option is used the Contractor 0
<br /> Contact: Richard Smith shall use the latest code, test standard or manufacturer's recommendations. cn
<br /> Phone: (209) 478-8270 9. Typical details and notes shall apply, though not necessarily indicated at a specific location on the Q
<br /> drawings. Where no details are shown, construction shall conform to similar work on the project.
<br /> Details may show only one side of the detail or may omit information for clarity.
<br /> 10. Verify and establish all openings, inserts or offsets for Architectural, Mechanical, Electrical or Plumbing, v
<br /> etc., with appropriate trades, drawings and Subcontractors prior to construction.
<br /> Civil Engineering 11. All inspections required by the Codes, Local Building Department or the Plans shall be provided by an
<br /> Wong Engineering, Inc. independent qualified inspection agency or the Building Department. Site visits by the Engineer do
<br /> not constitute an inspection, unless specifically contacted for. 2132 N El Dorado St
<br /> 4578 Feather River Dr. Suite A 12. ShopDrawings shall be submitted for all structural items upon written request or as detailed in
<br /> g p q Stockton, CA 95204
<br /> Stockton, CA 95219 Contract Documents.Shop drawings are reviewed only for general compliance with the structural (209) 227-7646
<br /> Phone: 209.476.001 1 drawings. Review does not indicate that the drawings are correct or complete. Responsibility shall rest
<br /> with the Contractor. Any changes, substitutions, or deviations from the Contract Drawings shall be
<br /> Contact: Zachary C. Wong clouded. Any of the aforementioned shall not be considered approved by the Engineer unless
<br /> specially noted.The shop drawings do not supersede or replace the original Contract Drawings. Any R0 SS/0
<br /> engineering provided by others and submitted for review shall bear the seal of the appropriate Sheet list
<br /> Registered Engineer. JCWagner&Associates shall not be responsible for the adequacy of
<br /> Code Compliance: engineering designs performed by others. Allow 5 working days for the Engineer's review. One copy of co �m z
<br /> each submittal shall be retained for Engineer's records. Number Sheet Number Sheet Name w 76963 m
<br /> 12 31 26
<br /> All work shall be performed in accordance with the EXP. L
<br /> following codes, including but not limited to:
<br /> 2022 California BuildingCode q
<br /> 2022 California Electrical Code Generalsj civil_
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<br /> 1 A0.0 Cover Sheet OF cA N
<br /> 2022 California Mechanical Code Civil
<br /> 2022 California Plumbing Code 2 C 1 Title Sheet These drawings and specifications are
<br /> 2022 Building Energy Efficiency Standards the property and copyright of JCWagner
<br /> 2022 California Existing Building Code 3 C2 Geotechnical Notes &Associates and shall not be used or
<br /> 2022 California Fire Code 4 C3 Site Plan duplicated in part or in whole on any
<br /> 2022 California Green Building Code other work except by agreement with
<br /> Any Codes Referenced by the CBC, e.g. ASCE 7,
<br /> 5 C4 Topographic Survey/Demolition JCWagner&Associates.ACI 318, 2021 IBC, AISC-360, etc. Plan & Site Improvement Plan
<br /> 6 C5 Erosion Control Plan & Details
<br /> Architectural Cover Sheet
<br /> 7 A1 .0 Existing Site Plan
<br /> 8 A1 .1 Enlarged Site Plan
<br /> 9 A2.0 Life Safety Plan
<br /> 10 A3.0 Floor Plan
<br /> N 1 1 A4.0 RCP & Roof Plan
<br /> AOOO
<br /> 12 A6.0 Building Elevation
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