am r naviaux trust co ra r hte companion unit i ton eng c ... · l a e j o l l a b l v d c h e l s...

1
BLVD CHELSEA AVE F O R W A R D S T F O R W A R D S T C H E L S E A P L BIRD R OC K B IR D R O C K AV E DOLPHIN PL ABALONE PL M ID W A Y S T LA J O LLA HERMOSA AVE E AVE BEA UMONT AVE C I F I C O A C E A N LA JOLLA BLVD TITLE SHEET FOUNDATIONS / SOILS CRITERIA: EXPANSION INDEX HAS BEEN DETERMINED TO BE 20 OR LESS AND NO SPECIAL DESIGN RECOMMENDATIONS ARE REQUIRED. EXPANSION INDEX HAS BEEN DETERMINED TO BE GREATER THAN 20 AND THE RECOMMENDATIONS OF THE SOILS ENGINEER HAVE BEEN INCORPORATED INTO THESE PLANS. IF THE BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR GEOLOGICAL REPORT, AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED MAY BE REQUIRED. AS A CALIFORNIA LICENSED ARCHITECT / ENGINEER. I HAVE CLASSIFIED THE UNDISTURBED NATIVE SOILS TO BE 5. - SANDY CLAY AND PER TABLE 1806.2 AND THE 2010 CBC. I HAVE ASSIGNED A FOUNDATION PRESSURE OF 1,500 PSF FOR THE DESIGN OF FOUNDATIONS RELATED TO THIS PROJECT. LICENSED ENGINEER LICENSED ARCHITECT BY SOILS ENGINEER: None STRUCTURAL DESIGN LOADS: ROOF DEAD LOAD: 16 PSF ROOF LIVE LOAD: 20 PSF FLOOR DEAD LOAD: 14 PSF FLOOR LIVE LOAD: 40 PSF DECK DEAD LOAD: 14 PSF CANTILEVER DECK LIVE LOAD: 40 PSF SEISMIC CRITERIA: CATEGORY D GEOLOGICAL HAZARD: DISTANCE TO SEISMIC SOURCE: 2- 3 4 MILES SOIL BEARING CAPACITY: 1,500 PSF DESIGN WIND: 85 MPH EXP. 'B" SOIL SITE CLASS: D SITE COEFFICIENT, Fa: 1.00 SITE COEFFICIENT, Fv: 1.50 SOIL EXPANSION INDEX: 74 Sds: 1.039 g Sd1: 0.608 g NAME SIGNATURE DATE (PRINT) PERMIT REQUESTED FOR SCOPE OF WORK PERMITS REQUESTED - COMBINATION PERMIT- PTS# 655586 Coastal Devlopment Permit - CDP #655582 SPECIAL INSPECTION: Yes No SPECIAL INSPECTION NOTES: 1. " Notice to the Applicant/ Owner/Owner's Agent/Architect or Engineer of Record. By using this permitted construction drawings for construction/installation of this work specified herein, you agree to comply with the requirements of the City of San Diego for special inspections structural observations, construction material testing and off-site fabrication of building components, contain in the statement of special inspections and, as required by the California Construction Codes". 2. " Notice to the Contractor/Builder/Installer/Subcontractor/Owenr-Builder. By using this permitted construction drawings for construction/installation of the work specified herein,you acknowledge and are aware of the requirements contained in the statement of special inspection, you agree to comply with the requirements of the City of San Diego for special inspections, structural observations, construction material testing and off-site fabrication of building components, contain in the statement of special inspections and, as required by the California Construction Codes". 3. The Special Inspector must be Certified by the City of San Diego, Development Services, In the category of work required to have special inspection. 4. The Construction Material Testing Laboratory must be approved by the City of San Diego, Development Services, for testing of material, systems, components, and equipment 5. A Property Owners' Final Report form for work required to have special inspections, testing and structural observations mist be completed by the property owner, property owner's agent of record, architect of record or. engineer of record and submitted the Inspection Services Division 6. The special inspection identified on plans are, in addition to, and not a substitute for, those inspections required to be performed by a City's Building Inspector. 7. Special inspections, Structural test and Structural observations shall comply with applicable provision of Chapter 17 of 2016 California Building Code. SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING ITEMS: See Structual Sheet S-1 SEE SHEET S-1 FOR COMPLETE LIST OF SPECIAL INSPECTION ITEMS (IF PART OF SET) OFF-SITE FABRICATION: Yes No A. An Application To Perform Off-Site Fabrication is required and must be submitted to the Inspection Services Division for approval prior to fabrication. B. A Certificate of Off Site Fabrication is required and must be submitted to the Inspection Services Division for approval. C. Fabricator must be registered and approved by the City of San Diego, Development Services for the fabrication of members and assemblies on the premises of fabricator's shop. (Sec. 1704.2.2) D. "Fabricator shall submit an "shop welding - Application to perform off-site fabrication" to the Inspection Services Division for approval prior to commencement of fabrication". E. Specify on plans, name and address of the fabricator where products and assemblies area going to be fabricated. F. "Shop welding fabricator must be registered and approved by the city of san Diego , development services for fabrication of members and assemblies on the premises of the fabricator's shop" . G. "Steel Fabricator shall submit a 'Certificate of compliance for off-site fabrication ' to the inspection services division prior to erection of fabricated items and assemblies" STRUCTURAL OBSERVATION STRUCTURAL, SOILS ENGINEER OR GEOTECHNICAL OBSERVATION: Yes No 1. Structural Observation Report are required and must be performed and submitted to the Building Inspector. 2. The Structural Observer shall submit a written statement to Inspection Services a written statement that site visit have been made and identifying any reported deficiencies that the best of structural observer's knowledge have note been resolved. 3. The structure will not be in compliance until the registered professional has notified Inspection Services that all deficiencies area resolved". 4. This report must be stamped, signed and dated by the Registered Design Professional in responsible charge. 5. Structural Observation Must Be Provided By The Engineer Or Architect Of Record Responsible For The Structural Design, Or Another Engineer Or Architect Designated By The Engineer Or Architect Responsible For The Structural Design, As Outlined In The Structural Observation Program. STRUCTURAL, SOILS ENGINEER, OR GEOTECHNICAL OBSERVATION SHALL BE PROVIDED FOR THE FOLLOWING ITEMS: 1. See Structual Sheet-S-1 REFER TO SHEET FOR "STRUCTURAL OBSERVATION PROGRAM". HEIGHT LIMIT AREA THE HIGHEST POINT OF THE ROOF, EQUIPMENT, OR ANY VENT, PIPE, ANTENNA, OR OTHER PROJECTION SHALL NOT EXCEED 30'-0" ABOVE GRADE. SPECIAL COASTAL NOTES DETAILED SCOPE OF WORK PROJECT DATA SHEET INDEX PROJECT TEAM BASIS FOR STRUCTURAL DESIGN VICINITY MAP Remodel and existing garage /storage located in an Developed Single Family Residential lot by the conversion of the existing garage/ storage area into a Proposed Junior Companion Unit (ADU) of 368 S.F. 1 42 Marengo Morton Architects 7724 Girard Ave. Second Floor La Jolla, CA 92037 Tel. (858) 459-3769 Fax. (858) 459-3768 Michael Morton AIA Claude Anthony Marengo D ESA All design, ideas and arrangements as indicated on these drawings are the legal property of Marengo Morton Architects, Incorporated and the specific project for which they were prepared as indicated on the project title block. Reproduction, publication or re-use by any method, in whole or part, without the express written consent of Marengo Morton Architects, Incorporated is prohibited. There shall be no changes, substitutions, modifications or deviations from these drawings or accompanying specifications without the consent of Marengo Morton Architects, Incorporated. Visual, physical, or electronic contact or use of these drawings and attached specifications shall constitute the acceptance of all these restrictions. REVISIONS PHASE PROJECT NO. DATE DRAWN BY REVIEWED BY Marengo Morton Architects, Inc. is providing, by agreement with certain parties, materials stored electronically. The parties recognize that data, plans, specifications, reports, documents, or other information recorded on or transmitted as electronic media (including but not necessarily limited to "CAD documents") are subject to undetectable alteration, either intentional or unintentional, due to, among other causes, transmission, conversion, media degradation, software error, or human alteration. Accordingly, all such documents are provided to the parties for informational purposes only and not as an end product nor as a record document. Any reliance thereon is deemed to be unreasonable and unenforceable. The signed and stamped hard copies with the wet signature of the Architect of Record are the Architect's Instruments of Service and are the only true contract documents of record. SHEET TITLE S:\Projects\2019 Projects\2019-35 5623 La Jolla Hermosa\CADD Drawings\Architecure\Coastal Phase\Sheets\T-1.1 - Title Sheet.dwg Apr 02,2020-5:07pm RENEWAL 04/30/2021 C-19371 L I C E N S E D A R C H I T E C T S T A T E O F C A L I F O R N I A M I C H A E L R E N E M O R T O N NAVIAUX TRUST COMPANION UNIT 5623 LA JOLLA HERMOSA, LA JOLLA, CA 92037 2019-35 FG / AP / MM MRM SHEET OF CONSTRUCTION DOCUMENT - CDP 04-03-2020 A Coastal Revision - 01/15/2020 B C D SITE ADDRESS: Naviaux Trust Companion Unit 5623 Hermosa Avenue La Jolla, CA 92037 APN#: 357-441-10-00 OWNER: Naviaux Family Trust Jeanine Naviaux 5623 Hermosa Ave. La Jolla, CA 92037 Owner Address: Naviaux Family Trust Jeanine Naviaux 5623 Hermosa Ave. La Jolla, CA 92037 Email - [email protected] ARCHITECT Marengo Morton Architects 7724 Girard Avenue, Suite 200 La Jolla, CA 92037 Telephone: (858) 459-3769 Fax (858) 459-3768 Principal in Charge Michael Morton AIA [email protected] Cell: (619) 857-8144 Project Team: Jorge Santana Flavia Gomes SURVEYOR San Diego Land Surveying & Engineering 9665 Chesapeake Dr., Suite 445 San Diego, CA 92123 Phone: (858) 565-8362 Fax: (858) 565-4354 Robert J. Bateman [email protected] STRUCTURAL ENGINEER Marshall Casey Pfeiffer S.E. Calif Struct Eng 5013 P.O. Box 33522 San Diego, CA 92163 Ph.: 619.417.3662 Cell : 619.417.3662 [email protected] TITLE 24 CONSULTANT Gallant Energy Consulting Mark Gallant, CEA/CEPE 508 W Mission Ave Ste 201 Escondido CA 92025 (760)743-5408 tel:760-743-5408> [email protected] MICHAEL R. MORTON AIA SITE 5623 Hermosa Avenue SPECIAL INSPECTION & OFFSITE FABRICATION SPECIAL COASTAL NOTES 1. A pre-construction inspection is required due the height of the proposed structure being within one foot of the maximum height allowing the Coastal Height Limit Overlay zone (Proposition D) 2. The pre-constriction inspection must be schedule and cleared by the field inspector before any subsequent inspection can be scheduled. 3. Contact the Inspection Services office at (858)492-5070 to schedule the pre-construction inspection. ABBREVIATIONS EXISTING BUS STOP 4. AFTER THE BUILDING PERMIT HAS BEEN ISSUED, THE OWNER SHALL BE RESPONIBLE FOR ANY COSTS INCURRED AS A RESULT OF CHANGES TO THE DESIGN OF THE SPRINKLER SYSTEM WHICH PRODUCE A HIGHER GPM AND LARGER METER SIZE REQUIREMENT. OWNER SIGNATURE ___________________________________________________ General Project Notes Responsible party for the Water and Sewer fees: Jeanine Naviaux Naviaux Family Trust 5623 La Jolla Hermosa La Jolla, CA 92037 Jeanine Naviaux- (858) 583-2940 Email - [email protected] FIRE HYDRANT 233 FEET FROM PROPERTY BUS STOP 375 FEET FROM PROPERTY

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Page 1: AM r NAVIAUX TRUST co ra r hte COMPANION UNIT i ton eng c ... · l a e j o l l a b l v d c h e l s e a f a v e f o r w a r d d s t f o r w a r d s t c h e l s e a y p l b i r d r

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