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HomeMy WebLinkAboutDRC_2020-02-26_AgendaPacket http://www.facebook.com/planningatascadero @atownplanning Scan This QR Code with your smartphone to view DRC Website CITY OF ATASCADERO DESIGN REVIEW COMMITTEE AGENDA Committee Meeting Wednesday, February 26, 2020 2:00 P.M. City Hall 6500 Palma Avenue, Room 306 Atascadero, California CALL TO ORDER Roll Call: Chairperson Roberta Fonzi Committee Member Heather Newsom Committee Member Duane Anderson Committee Member Mark Dariz Committee Member Emily Baranek APPROV AL OF AGENDA PUBLIC COMMENT CONSENT CALENDAR 1. APPROVAL OF DRAFT MINUTES OF JANUARY 15, 2020 City of Atascadero Design Review Committee Agenda Regular Meeting February 26, 2020 Page 2 of 2 http://www.facebook.com/planningatascadero @atownplanning Scan This QR Code with your smartphone to view DRC Website DEVELOPMENT PROJECT REVIEW 2. DESIGN REVIEW OF CONTRACT CONSTRUCTION YARD AND OFFICE AT 1680 EL CAMINO REAL. The project includes development of a contract construction yard and office. The site is currently operating as described. Approval of the building permit will bring the use into conformance with current codes. The project includes the addition of a parking area, frontage improvements and landscaping, an accessory structure constructed of cargo containers, and 9,996 square feet of outdoor storage.  Recommendation: Staff requests the DRC review the proposed design and direct the applicant to make any modifications to the site or building design as necessary. (PRE19-0047) COMMITTEE MEMBER COMMENTS AND REPORTS DIRECTOR’S REPORT ADJOURNMENT The next DRC meeting is tentatively scheduled for Wednesday, March 11, 2020, at 2:00 p.m. Agendas, Minutes and Staff Reports are available online at www.atascadero.org under City Officials & Commissions, Design Review Committee. DRC Draft Minutes of 1/15/2020 Page 1 of 4 ITEM NUMBER: 1 DATE: 2-26-20 x CITY OF ATASCADERO DESIGN REVIEW COMMITTEE DRAFT MINUTES Regular Meeting – Wednesday, January 15, 2020 – 2:00 P.M. City Hall, 6500 Palma Avenue, Rm. 202, Atascadero, CA CALL TO ORDER – 2:00 p.m. Chairperson Fonzi called the meeting to order at 2:02 p.m. ROLL CALL Present: Chairperson Roberta Fonzi Committee Member Duane Anderson Committee Member Mark Dariz Committee Member Emily Baranek Absent: Committee Member Newsom (excused absence) Staff Present: Community Development Director, Phil Dunsmore Assistant Planner, Mariah Gasch Recording Secretary, Annette Manier Others Present: Reggie Bauer Kevin Mulligan, Image Custom Homes Dustin Bauer Rosemary Jorgens APPROVAL OF AGENDA MOTION: By Committee Member Dariz and seconded by Committee Member Anderson to approve the Agenda. There was Committee consensus to approve the Agenda. PUBLIC COMMENT None. Chairperson Fonzi closed the Public Comment period. 1 DRC Draft Minutes of 1/15/2020 Page 2 of 4 ITEM NUMBER: 1 DATE: 2-26-20 CONSENT CALENDAR 1. APPROVAL OF DRAFT MINUTES OF DECEMBER 11, 2019 MOTION: By Committee Member Dariz and seconded by Committee Member Anderson to approve the Consent Calendar. There was Committee consensus to approve the Consent Calendar. DEVELOPMENT PROJECT REVIEW 2. DESIGN REVIEW OF RESIDENTIAL UNITS AT 5590 TUNITAS AVE. The applicant is proposing a construction of four (4) detached residential units on a vacant parcel.  Recommendation: Staff requests the DRC review the proposed design and direct the applicant to make any modifications to the site or building design as necessary. (PRE19-0111) Planner Gasch presented the staff report, and she and Director Dunsmore answered questions from the Committee. The applicant team (Reggie Bauer, Kevin Mulligan, and Dustin Bauer) presented the project to the Committee. Mr. Bauer was unaware of the required 20’ driveway width when they started the project, and stated that if there were no viable alternative, he would be willing to build two houses instead of three. The Committee discussed having three vs. four units on the lot and the Fire Department policies in regards to driveways and turnarounds. Staff is in favor of four units due to housing needs. The applicant’s civil engineer would have to weigh in prior to deciding to flip or rotate the houses. PUBLIC COMMENT The following members of the public spoke during public comment: Rosemary Jorgens Chairperson Fonzi closed the Public Comment period. Staff, the applicant, and the Committee addressed the questions raised by Rosemary Jorgens. DRC ITEMS FOR DISCUSSION: The Committee made the following recommendations: 2 DRC Draft Minutes of 1/15/2020 Page 3 of 4 ITEM NUMBER: 1 DATE: 2-26-20 Architectural Design The Committee agreed that the wall facing the street with landscaping could make the property more appealing. If house B is flipped, probably with height, it would give more articulation. Units could have a mixture of hardie board and hardie board siding broken up as alternatives to fit with historical styles. The Committee recommends stucco on the lower portion of the houses and siding above. Color Schemes The Committee recommends that the applicant look at historical color pallets. There should be color variety (earthtones). There is a colony-home pallet. Horizontal siding on all units The Committee recommends that the applicant incorporate some alternatives (hardie board siding broken up) as they could fit with historical styles. Stucco Applicant can use regular stucco (not blown on textured stucco) with a troweled effect. (knockdown stucco). Windows Until staff knows where houses will be placed, windows will have to be reviewed again. Windows should be a high quality material (not vinyl). Front windows should open from the bottom at the front of the house as long as they meet egress. Applicant should make sure there are consistent window sizes. Porch Cover Extend the front porch and porch cover to the entire side, opposite of the garage. The front door/porch should be the focus of the home. Roofing Roofing materials will be at the discretion of the applicant. Applicant is proposing a shingle-tile. Landscaping and Fencing The Committee prefers a top rail fence. Front Doors and Porch Doors should be in the middle of the porch if possible (symmetry). The front door should be the focus with an accent color that is different from the rest of the house . Applicant does not have a door schedule yet, but door preference will be a decision made by the customer. Garage Doors Applicant should look at different types of garage doors that would be more compatible with historic-style. Carriage doors are more appropriate for this historical look. Garage door shall not be brightly-colored and should not be the focus of the house. 3 DRC Draft Minutes of 1/15/2020 Page 4 of 4 ITEM NUMBER: 1 DATE: 2-26-20 Small House (4th house) The small house is 900+ square feet. The Committee recommended that the door upstairs be the same color as the siding/house with an accent paint color on the area where the gable is. The porch railings could be painted a different color. Wood pickets will be preferred for the railing, and the columns should be accentuated. The applicant could extend the upper deck to create a small overhang and put some detailing on the fascia. The applicant will work with staff on the above changes, and since the applicant is already in plan check, he can resubmit corrections with the comments incorporated by the DRC. COMMITTEE MEMBER COMMENTS AND REPORTS None DIRECTOR’S REPORT Director Dunsmore stated that the storage yard project that the Committee reviewed at the last meeting has been withdrawn. The owner is entertaining another contractor-type use for that site. Director Dunsmore stated that the next meeting will likely be cancelled. Director Dunsmore stated that over 65 construction permits were applied for in December, and we expect to see a lot of development in the next year. ADJOURNMENT– 3:50 p.m. The next regular meeting of the DRC is tentatively scheduled for January 29, 2020, at 2:00 p.m. MINUTES PREPARED BY: _________________________________________________ Annette Manier, Recording Secretary Administrative Assistant 4 ITEM 2 Carlson Plumbing Yard PRE19-0047 / Carlson Design Review Committee | City of Atascadero | www.atascadero.org | fb.me/planningatascadero Atascadero Design Review Committee Staff Report – Community Development Department Carlson Construction Yard MEETING DATE PROJECT PLANNER APPLICANT / CONTACT PLN NO. 2/26/2020 Kelly Gleason Steve Carlson PRE19-0047 PROJECT ADDRESS GENERAL PLAN DESIGNATION ZONING DISTRICT ASSESOR PARCEL NUMBER(S) SITE AREA 1680 El Camino Real Commercial Park (CPK) Commercial Park (CPK) 049-131-053 0.84 acres RECOMMENDATION Staff Requests the Design Review Committee: 1. Review the proposal for a Contract Construction Yard in the Commercial Park zoning district and direct the applicant to make any modifications to the site design as necessary. PROJECT DESCRIPTION The applicant is proposing a contract construction yard and office. The office building is within an existing converted single-family structure on-site. A new storage building is proposed comprised of connected cargo containers under a unifying roof struct ure. The proposal also includes 9,996 square-feet of outdoor storage, perimeter landscaping, and a new parking lot and carport. ENVIRONMENTAL DETERMINATION The City of Atascadero’s environmental review process incorporates the requirements in implementing the California Environmental Quality Act. Persons, agencies, or organizations interested in obtaining more information regarding the environmental should contact the Community Development Department. ☐ EIR / MND / ND / Statutory Exemption to be circulated ☐ Prior CEQA Review: ☐ Categorical Exemption: ☒ No Project - § 15268 Ministerial Project 5 ITEM 2 Carlson Plumbing Yard PRE19-0047 / Carlson Design Review Committee | City of Atascadero | www.atascadero.org | fb.me/planningatascadero DISCUSSION: Project Description / Summary The subject site is approximately 0.84 acres in size and is currently developed with an office previously converted from a single-family residence. The site is currently occupied by the applicant. The intent of this review is to bring the project into conformance with applicable Zoning and Building Code requirements. The project includes a new parking lot, frontage improvements, site landscaping, a new storage structure, and formalized outdoor storage area. Background: The project site was occupied by the applicant in 2016. At the time of business license application, it was noted that the site was being used exclusively for outdoor storage and a CUP would be required for the project. In addition, site accessibility, parking, and frontage improvements would be required. The applicant subsequently submitted a building permit application with all required on - and off-site improvements proposed, as well as a reduced storage area that complies with current zoning. Under existing zoning standards, outdoor storage areas less than 10,000 square-feet do not require use permit approval. The applicant is proposing 9,996 square-feet of outdoor storage area. Analysis Site Design The project is designed to maintain the existing on-site office within the previously converted single-family residence. A new parking lot will be constructed at the rear of the office and will provide parking for employees as well as fleet vehicles. A new carport is proposed over 2 of the parking spaces attached to the rear of the building. Oversized- vehicles, equipment, and construction materials will be stored either in the outdoor storage area or the proposed storage building. The new storage building will be constructed of cargo containers covered by a single roof structure to appear as one building. The building is proposed to be painted a light color to match the existing building and the development to the south. 6 ITEM 2 Carlson Plumbing Yard PRE19-0047 / Carlson Design Review Committee | City of Atascadero | www.atascadero.org | fb.me/planningatascadero Landscaping The site includes landscaping along the perimeter of the site on every side except where adjacent to the existing light-industrial development. As required by code, there is a proposed 10-foot landscaped area along Highway 101. This area also includes a storm water basin. Fencing and screening The Atascadero Municipal Code requires solid screening between outdoor storage areas, the right-of-way, and residential uses. There is an existing single-family residence to the north of the project site. Based on Municipal Code standards, fencing is required to be solid between these uses. As an alternative, vinyl coated chain link can be used where a minimum 5-feet of landscaping is provided to allow for dense shrub planting. 7 ITEM 2 Carlson Plumbing Yard PRE19-0047 / Carlson Design Review Committee | City of Atascadero | www.atascadero.org | fb.me/planningatascadero The applicant is proposing black vinyl coated chain link with landscaping. Conditions have been included to ensure that landscape varieties will form a dense screen. DRC DISCUSSION ITEMS: 1. Landscape, Fencing and Screening 2. Architectural Design/Colors and materials ATTACHMENTS: 1. Notice of Action 2. Development Plan 3. Plans & Elevations 8 ITEM 2 Carlson Plumbing Yard PRE19-0047 / Carlson Design Review Committee | City of Atascadero | www.atascadero.org | fb.me/planningatascadero Attachment 1: Notice of Action PRE19-0047 DRC NOTICE OF ACTION Conditions of Approval: 1. A building permit shall be issued within 3 months of the DRC final action date. Improvements and building permits shall be completed within 6 months of the final DRC action date. Failure to meet these deadlines will result in re-activation of the code enforcement case. 2. Landscaping between the building and the frontage shall include street tree varieties at a minimum number of 1 per each 30-feet of linear frontage. 3. The existing asphalt area in front of the building shall be removed and code compliant landscaping shall be installed. 4. Fencing shall comply with code requirements for fencing and screening of outdoor storage uses and between commercial and residential uses. This includes solid screening or transparent fencing with a minimum of 5 feet landscape hedge material. Solid screening is not required between the proposed project and the adjacent light industrial center to the south. 5. Undergrounded utilities must be located to eliminate conflict with required perimeter landscaping. 6. Vehicular access gate shall be constructed of a solid material. No chain link or transparent material is permitted. Action/ Decision Summary: To be recorded at meeting conclusion Meeting Date: February 26, 2020 Project Planner: Kelly Gleason Senior Planner 9 ITEM 2 Carlson Plumbing Yard PRE19-0047 / Carlson Design Review Committee | City of Atascadero | www.atascadero.org | fb.me/planningatascadero Attachment 2: Development Plan PRE19-0047 10 ITEM 2 Carlson Plumbing Yard PRE19-0047 / Carlson Design Review Committee | City of Atascadero | www.atascadero.org | fb.me/planningatascadero Attachment 3: Plans & Elevations PRE19-0047 See Following 11 18 32212012239311910221077241564138151611NATURALFLOW LINENATURALFLOW LINE FLOW LINE NATURAL FLOW LINE SHEET A2.02SHEET A2.0120'-0"10'-0"9'-6"EL CAMINO REALN 59° 16' 04" E 361.00'N 35° 54 00" W95.60'N 28° 9' 25" W102.10'N 59° 16' 04" E 353.00'292827OUTDOOR STORAGE30210'-0"25'-0" 54'-3"24'-0"16'-0"3217777771111111015222222103'-0"102'-0"9,996 S.F.RAMPLANDINGLANDINGRAMPLANDINGDNDNPARKING13 SPACESNATURALFLOW LINENATURALFLOW LINENATURALFLOW LINE 2'-0"56'-0"20'-0"PARKING6 SPACES25233311LANDSCAPINGLANDSCAPING1422222222322625'-0"SEA-TRAINSTORAGE BUILDING5'-0"8203334343326'-6"EXISTINGNEIGHBORINGBUILDINGEXISTINGNEIGHBORINGBUILDINGEXISTINGNEIGHBORINGBUILDINGLANDSCAPINGLANDSCAPINGSolutions Designdrawings prepared by:3357 rio lado, atascadero, ca 93422(805) 462-9488DesignSolutionsT1.01charlie TrenbethmdctTitle Sheet SHEET INDEXT1.0TITLE SHEET/SITE PLANA1.01LANDSCAPE AND UTILITY PLANA2.01OFFICE FLOOR PLANA2.02STORAGE BUILDING PLANA3.01ELEVATIONSA4.01DETAILSVICINITY MAP1680 El Camino RealAtascadero, CA 93422SITE PLANADDRESS1680 El Camino Real Atascadero, CA 93422APN049-131-053ZONECPKLOT AREAAPPROX 40,000 S.F.OCCUPANCY (Current)SFROCCUPANCY (Proposed)BCONSTRUCTION TYPEV-BSTORIES1MAX HEIGHT14'-9"PROPOSED HEIGHTUNCHANGEDSPRINKLEREDNOPROJECT DATA AND INFORMATIONAPPLICABLE CODESTHIS PROJECT SHALL COMPLY WITH THEFOLLOWING APPLICABLE CODES AND STANDARDS-Convert existing single family residential building into office space for S.Carlson Plumbing-Provide retro active documentation for cover erected over concrete pad-Organize and combine (7) sea-train shipping containers to have acommon roof-Provide engineering for shipping container foundation and holdown-Show extent of outdoor storage - to be less than 10,000 s.f.-Show paved area for work vehicle storage-Provide parking for office building per code-Provide Van Accessible Parking space per code-Provide accessible path of travel to building entrance-Provide landscaping where property borders Highway 101-Provide frontage improvements of curb, gutter and sidewalk across frontof propertyPROJECT DESCRIPTION1. CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING: A minimumof 70% of the construction waste generated at the site is diverted to recycle orsalvage per Atascadero City Ordinance. 4.408.2 Where a local jurisdictiondoes not have a construction and demolition waste management ordinance,a construction waste management plan shall be submitted for approval to theenforcing agency.2. The contractor shall maintain the job site in a clean and orderly condition -free of debris and litter. Each sub-contractor, immediately upon completion ofeach phase of his work, shall remove all trash and debris created as a result ofhis operation3. V.O.C.'S -4.504.2.4 DOCUMENTATION SHALL BE PROVIDED TO VERIFY THATCOMPLIANT VOC LIMIT FINISH MATERIALS HAVE BEEN USED.4. No hazardous materials, liquids or chemicals shall be stored or used withinthe subject building as to require a hazardous classification per the CaliforniaBuilding Code5. Light, ventilation and sanitation shall comply with the current provisions ofthe CBC6. Provide address numbers at least six inches high which shall be visible fromthe roadway7. All work described in the drawings shall be verified for dimension, grade,extent and compatibility with existing site conditions. Any discrepancies andunexpected conditions that affect or change the work described in thecontract documents shall be brought to the Architect's attention immediately.Do not proceed with the work in the area of discrepancies until all suchdiscrepancies are resolved. If the contractor chooses to do so, he/she shall beproceeding at his/her own risk.8. Omissions made in these drawings and specifications or the mis- descriptionof the work which is manifestly necessary to carry out the intent of thedrawings and specifications, or which is customarily performed shall not relievethe Contractor from performing such omitted or described details of the workas if fully and completely set forth and described in the drawings andspecifications.9. Dimensions shown shall take precedence over drawing scale or proportion.Larger scale drawings shall take precedence over smaller scale drawings.10. In the event of the unforeseen encounter of materials suspected to be ofan archaeological or paleontological nature, all grading and excavation shallcease in the immediate area and the appropriate authorities are to benotified by the Contractor. The find shall be left untouched until an evaluationby a qualified Archaeologist or Paleontologist is made.11. Contractor is to be responsible for being familiar with these documentsincluding all contract requirements.12. All damaged work shall be patched or repaired by the contractor. Allrepaired surfaces shall be equal to new13. It is the contractor's responsibility to insure that the installation methods andmaterials conform to to all current building code requirements. The materialsspecified are intended to meet code. Any discrepancy between buildingcode requirements and the construction documents shall be brought to theattention of the architect by the contractor prior to proceeding with any work.14. All new areas and facilities shall be accessible to the physicallyhandicapped per the State of California Architectural Barriers , Title 24code/law15. The contractor shall provide all necessary blocking, backing, framing,hangers or other support for all fixtures, equipment, cabinetry, furnishings andall other items requiring the same16. Substitutions of any item specified within the construction documents,except building standard items, will require written approval by the architectprior to installation.17. The intent of the drawings and specifications is to include all labor,materials and services necessary for the completion of all work shown,described or reasonably implied, but not limited to that explicitly indicated inthe contract documents.Grading plans, drainage improvements, road and access requirements andenvironmental health considerations shall comply with all local ordinances.Any damage, as a result of construction operations for this project, to Cityfacilities, i.e. curb/burm, street, sewer line, water line or any publicimprovements shall be repaired at no cost to the City of AtascaderoNo work shall occur within (or use of) the City's Right of Way without anencroachment permit. Encroachment permits are available at the City ofAtascadero Public Works Office. The Encroachment permit shall be issuedconcurrently with the building permit.GENERAL NOTESAPPLICABLE CODES- California Code of RegulationsTitle 24·California Building Code (2016)·California Plumbing Code (2016 UPC)·California Mechanical Code (2016 UMC)·California Electrical Code (2016 NEC)·California Energy Code (2016)·California Green Building Code (2016)·California Fire Code (2016 IFC)·California Reference Standards Code (2016)·Atascadero Municipal codeSTORM WATER RUNOFF CALCULATIONPERVIOUS VS IMPERVIOUS CALCULATIONFRONTAGE IMPROVEMENTS INCLUDING ADA ACCESS FROM PUBLIC WAYDEFERRED APPROVALS2170903Code Compliance and OccupancyConversion 1680 El Camino Real Atascadero, CA 93422 APN - 049-131-053 --10/19/19--3-2Plan check corrections1Feb. 17, 2020COPYRIGHT ©: This drawing, as an instrument of service, is theproperty of the Architect/Engineer and may not bereproduced without their permission and unless thereproduction carries their name. All design and otherinformation shown on this drawing are for the use on thespecified project only and shall not be used otherwisewithout written permission of the Architect/Engineer.Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and theArchitect/Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shopdrawings shall be submitted to the Architect/Engineer forapproval before proceeding with fabrication.CONSTRUCTION DRAWINGS Parking Calculation:NEW PARKING:1 parking space per 500 s.f. 3+ spaces requiredParking Provided7 Standard1 AccessiblePARKING CALCULATIONEXISTING BUILDING:LIVING AREA:GARAGE:TOTALPROPOSED BUILDING:OFFICE SPACE:STORAGE:TOTALPROJECT SUMMARYPROJECT TEAMSTRUCTURALARCHITECTMark A. DarizLic# C351783357 Rio LadoAtascadero, CA 93422(805) 462-9488 - Office(805) 462-9088 - faxOWNERSteve Carlson1680 El Camino RealAtascadero, CA93422Phone: (805)XXX-XXXXCharles TrenbethLic # C689373074 Beachcomber Dr.Moro Bay, CA 93442Phone: (805) 772-38511" = 20'-0"1,222 S.F.446 S.F.1,668 S.F.1,222 S.F.446 S.F.1,668 S.F.KEYNOTESEXISTING RESIDENCE TO BE CONVERTED TO OFFICE SPACE. REFER TO SHEET A2.01EXISTING UTILITY POLENEW ADA RAMP TO BUILDING ENTRANCEEXISTING ELECTRIC METER AND SERVICEEXISTING GAS METER TO BE RELOCATED.EXISTING WATER METER TO BE RELOCATEDEXISTING GALVANIZED CHAIN LINK FENCE WITH VINYL PRIVACY SLATS. GALVANIZEDCHAIN LINK AND SLATS TO BE REMOVED AND REPLACED WITH BLACK VINYL COATEDCHAIN LINK, TYPICALEXISTING CURB, GUTTER AND SIDEWALKNEW CONCRETE CURB, GUTTER AND SIDEWALK PER ATASCADERO PUBLIC WORKSSTANDARDS. TO BE COMPLETED UNDER SEPARATE PERMITNEW AC PAVINGNEW LANDSCAPING WITH DRIP IRRIGATIONEXISTING CONDENSER FOR AIR CONDITIONING SET ON CONCRETE PADRELOCATED WATER METERNEW VAN ACCESSIBLE PARKING SPACE ON EXISTING COVERED CONCRETE PADEDGE OF NEW AC PAVINGEXISTING GATE TO REMAINRELOCATED GAS METERNEW COMMERCIAL DRIVEWAY APPROACH PER ATASCADERO PUBLIC WORKSSTANDARDS. TO BE COMPLETED UNDER SEPARATE PERMITPROPERTY LINEOFFICE PARKINGEXISTING OPEN SIDED COVER OVER PARKING.EDGE OF ROOFSHIPPING CONTAINER STORAGE BUILDINGOUTDOOR STORAGE AREA (LESS THAN 10,000 S.F.) (HATCHED AREA)EXISTING SUB-PANELROLL OFF DUMPSTER ENCLOSURE WITH SPLIT FACE CMU WALL AND 16' CHAIN LINKGATE WITH PRIVACY SLATSEXISTING (3) 70' LEACH LINES TO BE ABANDONEDLEACH FIELD EXPANSION AREA NOT APPLICABLE. SYSTEM TO BE ABANDONEDEXISTING SEPTIC TANK TO BE REMOVED AND HOLE TO BE FILLED IN AND COMPACTEDWORK VEHICLE PARKINGNEW STREET TREE PER ATASCADERO MUNICIPAL CODEACCESSIBLE PATH OF TRAVELELECTRICAL, CABLE AND TELEPHONE PULL BOXES FOR FUTURE UNDERGROUNDUTILITIESUNDERGROUND CONDUIT FOR FUTURE UNDERGROUND UTILITIES12345678910111213141516171819202122232425262728293031323334EL CAMINO REALHIGHWAY 101VIA RANCH I TO S VIA V I EN TO Landscaping required: 10%Lot Size:Minimum Landscaping required:Landscaping Provided:North property Line:West property line:East property line:TOTAL:LANDSCAPING CALCULATION33,462 S.F.3,462 S.F.1,350 S.F.2,549 S.F.1,010 S.F.4,909 S.F.12 SEA-TRAIN STORAGE BUILDINGPARKINGLANDSCAPINGLANDSCAPINGTRASHENCLOSURE 13 SPACESPARKING6 SPACES181141321126711849,996 S.F.5679101215151611616193EXISTINGNEIGHBORINGBUILDINGOUTDOOR STORAGEEXISTINGNEIGHBORINGBUILDINGEXISTINGNEIGHBORINGBUILDINGLANDSCAPING18SITE PLAN NOTES1. All planters shall be drip irrigated using 34" water lines. Irrigation lines shall beunder the existing asphalt paving2. Tree and shrub species shall be approved by the City of Atascadero3. Parking lot striping shall conform to the requirements of the City ofAtascaderoLANDSCAPING AND UTILITY PLAN1" = 20'-0"Solutions Designdrawings prepared by:3357 rio lado, atascadero, ca 93422(805) 462-9488DesignSolutionsA1.01charlie TrenbethmdctLandscape and Utility Plan PLUMBING NOTES (parking lot landscaping)2170903Code Compliance and OccupancyConversion 1680 El Camino Real Atascadero, CA 93422 APN - 049-131-053 --10/19/19--3-2Plan check corrections1Feb. 17, 2020COPYRIGHT ©: This drawing, as an instrument of service, is theproperty of the Architect/Engineer and may not bereproduced without their permission and unless thereproduction carries their name. All design and otherinformation shown on this drawing are for the use on thespecified project only and shall not be used otherwisewithout written permission of the Architect/Engineer.Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and theArchitect/Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shopdrawings shall be submitted to the Architect/Engineer forapproval before proceeding with fabrication.CONSTRUCTION DRAWINGS 1. Verify existing (or provide new) backflow preventer at existing buildingwater meters2. New sewer lateral to connect to city sewer and service existing building.Existing septic system to be abandonedSITE ACCESSIBILITY NOTES1.The location of the parking stalls shall be on the shortest accessible routeto the accessible entrance2.Provide curb cuts and ramps to accessible pathways as needed3.Person with disabilities must not be compelled to wheel or walk behindparked cars other than their own4.36" x 36" outlined profile view of wheelchair with occupant, in white withblue background, visible to traffic enforcement officer when vehicleoccupies space5.SLOPE: Maximum of 1 vertical unit to 50 horizontal units in any direction6.The surface must be stable, firm and slip resistant7.Provide bumper or curb to prevent vehicle encroachment on walkways8.SIGNAGE: "Van Accessible" sign for van spaces. Reflectorized InternationalSymbol of Accessibility at each space, min. 70" square (min. 80" high inpath of travel), and unobstructed by parked vehicles9.Provide tow away sign with telephone number at each entrance toparking area and adjacent to accessible spaces, min 17" x 22" with 1" highletters10.ACCESSIBLE EXTERIOR ROUTES OF TRAVEL, ENTRANCES & EXISTS shall beprovided for all entrances and exterior ground floor exits; along normalpath of travel; between buildings and accessible site facilities; at least oneach from public transportation stops, accessible parking and publicstreets or sidewalks to the entrance they serve11.EXTERIOR SIGNS AND IDENTIFICATION: Provide the International Symbol ofAccessibility at every major junction in the accessible route; everyaccessible entrance; as required along route, direction persons to anaccessible entrance12.CURB RAMPS: (NOT APPLICABLE. THERE ARE NOT CURB RAMPS THISPROJECT)13.WALKS AND SIDEWALKS:13.1.Must be a minimum of 48" in width; max 1:20 slope in the direction oftravel. Where slope exceeds 1:20, must comply with ramps standards13.2.Change in level: max 12", 14" - 12" beveled 1:213.3.Surface must be stable, firm and slip resistant13.4.No grating if possible13.5.Level areas by doors and gates: Swing side 60" x 60"; push side 48"wide x 48" deep; swing side strike edge clearance min. 24"13.6.Provide warning curbs (6" high) at abrupt changes in level (greaterthan 4" vertical13.7.Provide detectable warnings (truncated domes) where walk crossesor adjoins or vehicular way not separated by a curbLandscaping KeyWestern Redbud TreeCeanothus brushSite ConcreteSite AC PavingExisting StructureExisting Neighboring StructuresKEYNOTESNEW LANDSCAPINGCITY APPROVED STREET TREEASPHALTIC CONCRETE PAVINGEXISTING SITE CONCRETEPROPOSED OUTDOOR STORAGE (LESS THAN 10,000 S.F.)ELECTRICAL, CABLE AND TELEPHONE PULL BOXES FOR FUTURE UNDERGROUNDUTILITIESUNDERGROUND CONDUIT FOR FUTURE UNDERGROUND UTILITIESCONCRETE CURB, GUTTER AND SIDEWALK UNDER SEPARATE PERMITEXISTING RAISED DECK, 28" ABOVE GRADENEW CMU TRASH ENCLOSURENEW SEWER LATERAL, CONNECT TO EXISTING BUILDING. EXISTING SEPTIC SYSTEM TOBE ABANDONEDSEA-TRAIN STORAGE BUILDINGEXISTING UTILITY POLE. RELOCATION OF POWER, CABLE AND PHONE LINES TOCOORDINATE WITH EL CAMINO REDEVELOPMENT PLANEXISTING UTILITY POLE WITH OVER HEAD LINES SERVICING EXISTING BUILDING. ALLLINES TO BE RELOCATED UNDERGROUNDNEW BLACK, VINYL COATED CHAIN LINK FENCEEXISTING GALVANIZED CHAIN LINK FENCE MATERIAL AND PRIVACY SLATS TO BEREMOVED AND REPLACED WITH BLACK, VINYL COATED CHAIN LINK FENCE MATERIALEXISTING OVERHEAD POWER TO BE REMOVED AND LOCATED UNDERGROUNDPOWER RELOCATED UNDERGROUNDIRRIGATION MANIFOLD WITH "SMART CONTROLLER" FOR DRIP IRRIGATION TO ALL NEWLANDSCAPING12345678910111213141516171819Existing Site AC Paving13 ADA RESTROOM STORAGEADMIN / LOBBYBREAK ROOMPRIVATE OFFICE 1STORAGERESTROOM 1PRIVATE OFFICE 2EXISTING RAISED DECK28" ABOVE FINISHED GRADEEXISTING RAISED PORCH28" ABOVE FINISHED GRADE241045'-0"2532926151112232213141718196555555437'-5"13'-11"8'-3"924882511211'-5"1'-6"12726'-0"5'-0"163'-5"6'-0"5'-0"18'-6"9'-6"1'-0"5'-0"3'-11"4'-6"19'-812"8'-6"5'-0"4'-6"3'-5"4'-6" 3'-5" 1'-3"13'-11"17'-7"2'-2"3'-9"9333353437101010101010102662710266'-0"2624291'-0"2'-0"A4.014A4.018SEE OFFICE BUILDING NORTH ELEVATIONFOR SECTION THROUGH COVER2630 3030301'-0"1'-0"1'-0"GENERAL NOTES1. All gates and exit doors shall be equipped with panic hardware2. See Sheet T1.01 for continued exit pathway beyond the buildingOFFICE FLOOR PLAN18" = 1'-0"Solutions Designdrawings prepared by:3357 rio lado, atascadero, ca 93422(805) 462-9488DesignSolutionsA2.01mark darizmdctOffice Floor Plan2170903Code Compliance and OccupancyConversion 1680 El Camino Real Atascadero, CA 93422 APN - 049-131-053 --10/19/19--3-2Plan check corrections1Feb. 17, 2020COPYRIGHT ©: This drawing, as an instrument of service, is theproperty of the Architect/Engineer and may not bereproduced without their permission and unless thereproduction carries their name. All design and otherinformation shown on this drawing are for the use on thespecified project only and shall not be used otherwisewithout written permission of the Architect/Engineer.Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and theArchitect/Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shopdrawings shall be submitted to the Architect/Engineer forapproval before proceeding with fabrication.CONSTRUCTION DRAWINGS KEYNOTESADA RAMP. MAX SLOPE 1:12EXISTING PORCH STAIRSEXISTING PORCH RAILEXISTING EDGE OF CONCRETEEDGE OF ROOFEXISTING 5 12" THICK CONCRETE SLAB WITH #5 BAR @ 24" O.C. EACH WAYEXISTING COVERNEW PARKING STRIPINGNEW WHEEL STOP(E) 4x4 STEEL POST WITH 10"x10"x12" THICK BASE PLATE. REFER TO DETAILS ANDSTRUCTURAL CALCULATIONSTOILET PAPER DISPENSER. REFER TO MOUNTING SCHEDULE48" GRAB BAR. REFER TO MOUNTING SCHEDULESEAT COVER DISPENSER. REFER TO MOUNTING SCHEDULEWALL MOUNTED TRASH RECEPTACLE. REFER TO MOUNTING SCHEDULEEXISTING WALL TO BE REMOVEDREMOVE EXISTING DOOR AND PORTION OF WALL AS NECESSARY TO PROVIDEOPENING FOR NEW 3'-0" DOORNEW 3'-0"x6'-8" DOOR WITH LEVER ADA APPROVED LEVER HARDWARE2x WALL INFILL. FINISH TO MATCH EXISTING ADJACENT FINISHADA APPROVED LAV. REFER TO MOUNTING SCHEDULESOAP DISPENSER. REFER TO MOUNTING SCHEDULEMIRROR. REFER TO MOUNTING SCHEDULE36" GRAB BAR. REFER TO MOUNTING SCHEDULEADA APPROVED TOILETPATIO COVER PURLINEXISTING 3'-0" DOOR PROVIDE LEVER HARDWARERAMP LANDING. MAX CROSS SLOPE 2%ACCESSIBLE PATH OF TRAVELEXISTING PORCH STAIRSRAMP HANDRAIL, 36" ABOVE FINISH SURFACEADA RAMP, MAXIMUM SLOPE 1:1212345678910111213141516171819202122232425262728293014 4 56'-0"2'-0"789540'-0"SEA-TRAIN - 1SEA-TRAIN - 2SEA-TRAIN - 3SEA-TRAIN - 4SEA-TRAIN - 5SEA-TRAIN - 6SEA-TRAIN - 762222A2.02A1222'-0"2'-0"322313131A4.0120TYP. 810'-0"1'-0"30'-0"20'-8"1516TRASH ENCLOSURE2'-0"2'-0"98761310111214148'-6"40'-0"SEA-TRAIN SPECIFICATIONSCONTAINER DATES:A.AUG. 2005B.SEPT. 2004C.JUN. 2004D.MAY 2005E.UNABLE TO LOCATEF.UNABLE TO LOCATEG.UNABLE TO LOCATELENGTH: 40'WIDTH: 8'HEIGHT: 8'-6"WEIGHT (EMPTY): 8,776 LBSSTORAGE BUILDING PLAN14" = 1'-0"Solutions Designdrawings prepared by:3357 rio lado, atascadero, ca 93422(805) 462-9488DesignSolutionsA2.02Mark DarizmdctStorage Building Plan2170903Code Compliance and OccupancyConversion 1680 El Camino Real Atascadero, CA 93422 APN - 049-131-053 --10/19/19--3-2Plan check corrections1Feb. 17, 2020COPYRIGHT ©: This drawing, as an instrument of service, is theproperty of the Architect/Engineer and may not bereproduced without their permission and unless thereproduction carries their name. All design and otherinformation shown on this drawing are for the use on thespecified project only and shall not be used otherwisewithout written permission of the Architect/Engineer.Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and theArchitect/Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shopdrawings shall be submitted to the Architect/Engineer forapproval before proceeding with fabrication.CONSTRUCTION DRAWINGS KEYNOTESEDGE OF ROOF8" x 46" HELICOIL HOLDOWN, 9,500# CAPACITY EACH. SEE STRUCTURALCALCULATIONSEDGE OF COMPACTED CLASS II BASE. BASE MAY BE BUILT UP ON NATURAL GRADE OREXCAVATED TO BE FLUSH. BUILT UP BASE SHALL HAVE A 2:1 EDGE AT 2' MINIMUM FROMFACE OF CONTAINERSHIPPING CONTAINER BUILDING.CABLE HOLDOWN FROM HELICOIL TO HELICOIL THREADED THROUGH SHIPPINGCONTAINER ANCHOR HOLES. SEE DETAIL 20/A4.0112" HIGH C-CHANNEL ROOF PURLIN. ATTACH TO SEA-TRAIN WITH (1) 12GA SCREWWITH ROBBER GROMMIT @ 24" O.C.10" HIGH C-CHANNEL ROOF PURLIN. ATTACH TO SEA-TRAIN WITH (1) 12GA SCREWWITH ROBBER GROMMIT @ 24" O.C.8" HIGH C-CHANNEL ROOF PURLIN. ATTACH TO SEA-TRAIN WITH (1) 12GA SCREW WITHROBBER GROMMIT @ 24" O.C.6" HIGH C-CHANNEL ROOF PURLIN. ATTACH TO SEA-TRAIN WITH (1) 12GA SCREW WITHROBBER GROMMIT @ 24" O.C.CORRUGATED METAL ROOFING8" COMPACTED CLASS II BASENATURAL GRADESHIPPING CONTAINER FRAME36" "HELICOIL" ANCHOR WITH CABLE ATTACHED TO SHIPPING CONTAINER ANCHORCASTING6' TALL, SPLIT FACE CMU TRASH ENCLOSURE WALL ON A 12"W x 12"D FOOTING. PLACE#4 BAR IN CMU WALL 24" O.C. EACH WAY16' CHAINLINK GATE. 4" ROUND GALVANIZED GATE POSTS IN 24" x 36" DEEP FOOTINGWITH 30" MIN. EMBEDMENT12345678910111213141516SECTION A-A14" = 1'-0"15 10 10'-0"546792810151510132A4.014A4.0188'-3"13'-11"9'-4" 9'-6"TYP. 9TYP. 911111112121213141'-1"161718779918GENERAL NOTES1. All gates and exit doors shall be equipped with panic hardware2. See Sheet T1.01 for continued exit pathway beyond the buildingSolutions Designdrawings prepared by:3357 rio lado, atascadero, ca 93422(805) 462-9488DesignSolutionsA3.01mark darizmdctElevations2170903Code Compliance and OccupancyConversion 1680 El Camino Real Atascadero, CA 93422 APN - 049-131-053 --10/19/19--3-2Plan check corrections1Feb. 17, 2020COPYRIGHT ©: This drawing, as an instrument of service, is theproperty of the Architect/Engineer and may not bereproduced without their permission and unless thereproduction carries their name. All design and otherinformation shown on this drawing are for the use on thespecified project only and shall not be used otherwisewithout written permission of the Architect/Engineer.Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and theArchitect/Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shopdrawings shall be submitted to the Architect/Engineer forapproval before proceeding with fabrication.CONSTRUCTION DRAWINGS KEYNOTESOFFICE BUILDING EAST ELEVATION14" = 1'-0"OFFICE BUILDING NORTH ELEVATION14" = 1'-0"ACCESS FROM PUBLIC WAY. APPROVAL DEFERRED TO COORDINATE WITH FRONTAGEIMPROVEMENTSEXISTING STAIRSEXISTING BUILDINGMETAL SIDING ON NEIGHBORING BUILDINGSTUCCO FINISH ON NEIGHBORING BUILDINGPROPOSED SHIPPING CONTAINER BEYONDREMOVE GALVANIZED CHAIN LINK FENCING AND GREEN VINYL SLATS AND REPLACE WITHCORRUGATED METAL SIDING AND WOOD CAPEXISTING 16' GATE. RE-FINISH WISH WITH CORRUGATED METAL SIDING AND WOOD CAPEXISTING STANDING SEAM METAL ROOFPROPERTY LINE4X4 METAL POST2X8 CEE GIRTCORRUGATED METAL ROOFINGEXISTING 5 12" THICK CONCRETE PAD WITH #5 BAR AT 24' O.C.E.W.EXISTING EXTERIOR WALL SCONCE TO REMAIN123456789101112131415OFFICE BUILDING WEST ELEVATION14" = 1'-0"16 2 1340'-0"8'-6" ±9'-8"1A4.0120TYP. 8555548 / 8 / 16 SPLITFACE BLOCK, TAN2x6 WOOD CAPCORRUGATEDMETAL SIDINGGALVANIZEDMETAL POST6'-0"2'-0"16'-0"6'-0"2x6 WOOD CAP2x NAILER, TYP.EXISTING GALVANIZEDMETAL POSTCORRUGATEDMETAL SIDINGGENERAL NOTES1. All gates and exit doors shall be equipped with panic hardware2. See Sheet T1.01 for continued exit pathway beyond the buildingSTORAGE BUILDING EAST ELEVATION (WEST ELEVATION, SIMILAR)14" = 1'-0"Solutions Designdrawings prepared by:3357 rio lado, atascadero, ca 93422(805) 462-9488DesignSolutionsA3.02mark darizmdctElevations2170903Code Compliance and OccupancyConversion 1680 El Camino Real Atascadero, CA 93422 APN - 049-131-053 --10/19/19--3-2Plan check corrections1Feb. 17, 2020COPYRIGHT ©: This drawing, as an instrument of service, is theproperty of the Architect/Engineer and may not bereproduced without their permission and unless thereproduction carries their name. All design and otherinformation shown on this drawing are for the use on thespecified project only and shall not be used otherwisewithout written permission of the Architect/Engineer.Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and theArchitect/Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shopdrawings shall be submitted to the Architect/Engineer forapproval before proceeding with fabrication.CONSTRUCTION DRAWINGS KEYNOTESSTORAGE BUILDING NORTH ELEVATION14" = 1'-0"14" FASCIA, PAINTED MATCH TRIM COLOR ON ADJACENT BUILDINGSRAIN GUTTER, PAINTED MATCH TRIM COLOR ON ADJACENT BUILDINGSSHIPPING CONTAINER SIDE, PAINT TO MATCH EXISTING ADJACENT BUILDINGSCORRUGATED METAL ROOFING36" "HELICOIL" ANCHOR WITH CABLE THROUGH SHIPPING CONTAINER ANCHOR CASTINGS12345TRASH ENCLOSURE12" = 1'-0"FENCE CROSS SECTION12" = 1'-0"17 Solutions Designdrawings prepared by:3357 rio lado, atascadero, ca 93422(805) 462-9488DesignSolutionsA4.01mark darizmdctDetails2170903Code Compliance and OccupancyConversion 1680 El Camino Real Atascadero, CA 93422 APN - 049-131-053 --10/19/19--3-2Plan check corrections1Feb. 17, 2020COPYRIGHT ©: This drawing, as an instrument of service, is theproperty of the Architect/Engineer and may not bereproduced without their permission and unless thereproduction carries their name. All design and otherinformation shown on this drawing are for the use on thespecified project only and shall not be used otherwisewithout written permission of the Architect/Engineer.Written dimensions shall have precedence over scaleddimensions. Contractors shall verify and be responsible for alldimensions and conditions on the job and theArchitect/Engineer shall be informed of any variations fromthe dimensions and conditions shown on the drawing. Shopdrawings shall be submitted to the Architect/Engineer forapproval before proceeding with fabrication.CONSTRUCTION DRAWINGS MAX. 2" HIGHFIRE EXTINGUISHERMECHANISMBRACKET LATCHFIRE EXTINGUISHERCABINETFIRE EXTINGUISHERFIRE EXTINGUISHERSANITARY NAPKIN DISPOSALMECHANISMCABINET LATCHSEATTOILET TISSUE DISPENSERSEAT COVER DISPENSERGRAB BARSANITARY NAPKINPER 5/A10.01PIPE INSUL.LAVATORY W/DRINKING FOUNTAINURINALDISPENSER/DISPOSALPAPER TOWELSOAP DISPENSERVENDORSIDE OF THE ROOM/STALL.WATER CLOSET FLUSH VALVEDETAIL 4/A10.01.(AS OUTLINED IN DSA POLICYJUVENILE MOUNTING HEIGHTSDISABILITIES. FOR ADULT ANDTO ADULT PERSONS WITHTHE ITEMS IN THIS DETAIL ARESHOWN HERE.4.COIN SLOTS3.HEIGHTS NOTED ON INTERIORPROJECT.NECESSARILY OCCUR IN THIS2.1.NOTES:SHALL BE ORIENTED TO THE WIDE94-15, DATED AUG. 1, 1994) SEESHOWN AT HEIGHTS ACCESSIBLEELEVATIONS GOVERN OVER THOSENOT ALL FIXTURES/ACCESSORIES18(DIMENSION TO TOP OF SEAT)DRINKING FOUNTAIN KNEE CLEARANCEDRINKING FOUNTAIN BUBBLER HEIGHTURINAL FLUSH HANDLE HEIGHTLAVATORY/SINK KNEE CLEARANCELAVATORY/SINK TOP HEIGHTDISPENSER OR MIRROR HEIGHTNAPKIN DISP. IN FRONT OF TOILETTOILET PAPER IN FRONT OF TOILETGRAB BAR HEIGHT (SIDE)URINAL LIP HEIGHT27" MIN36" MAX44" MAX17" MAX12" MAX29" MIN34" MAX40" MAX7"-9"33"-36"TOILET CENTERLINE FROM WALLTOILET SEAT HEIGHT17"-19"18"SIGNAGE6112"=1'-0"Where permanent identification is provided for rooms and spaces, raised letters shall be provided and accompaniedby approved Braille. Mounting location and height as follows: install on wall adjacent to outside door latch. Tactilecharacters on signs shall be located 48 inches above the finish floor, measured from the baseline of the lowest Braillecells and 60 inches maximum above the finish floor, measured from the baseline of the highest line of raisedcharacters.FINISHED FLOOR TYP.W/ WEEP HOLECLEANOUT NUT ENCLOSURESUPPLY VALVE LOCATIONSHINGED ACCESS CAP ATFASTENERSTYPICAL W/ NYLONAT SUPPLY/WASTE PIPEVINYL PIPE INSULATIONMOLDED CLOSED CELLRIM OF SINKTOP OF COUNTERTOP ORLINE OF FINISHED WALLHAND SINK7112"=1'-0"(N) 36" DoorApproved thresholdFinish floor Threshold33"=1'-0"12" 14"Landing Door thresholds shall be a minimum of 12" in height and the height at the edgeshall be a maximum of 14". Maximum bevel shall be not greater than 1 unitvertical to 2 units horizontalSign perdetail 10/ A5.2VAN ACCESSIBLEtyp.SPACEPaint symbolper detail3" wide bluestripes @ 36"o.c. typ.H.C. Striping118"=1'-0"12'5'18'-0" 3'-0"Cross slope at parking and loading area shall not exceed 2% in any direction9'-0" @ StandardAccessible SpacePARKING SYMBOL5WHITE PAINTED SYMBOLBLUE PAINTED BACKGROUNDPARKING SIGNAGE934"=1'-0"PARKING SIGNAGE1334"=1'-0"STANDARD SIGN AT VAN SPACE ONLY3"VAN7"7"ACCESSIBLEADJACENT GRADECONCRETE FOOTINGBOLT AFTER INSTALLING NUTSCREWS OR SPOT WELD END OFNOTE: PROVIDE VANDAL RESISTANT1'-0"LOCATE VAN SIGN BELOW2" GALV. STEEL PIPEBLUE BACKGROUNDWHITE FIGURE AS SHOWN,.063 REFLECTORIZED ALLUMINUM SIGN6'-8"3'-0"10"3"6"NOTE: SIGN MAY BE MOUNTED ON THE WALL ATCENTERED AT THE INTERIOR END OF THE PARKINGSPACE A MINIMUM OF 36" FROM THE PARKING SPACEFINISH GRADEPATIO COVER TOP41 12" = 1'-0"SEA-TRAIN ANCHORAGE AND ROOF DETAILS201" = 1'-0"PATIO COVER BASE81 12" = 1'-0"29 GA. GALVANIZED CORRUGATED METAL ROOFING.ATTACH TO PURLINS WITH #12 SCREW @ 12" O.C.29 GA. GALVANIZED CORRUGATED METAL ROOFING.ATTACH TO PURLINS WITH #12 SCREW @ 12" O.C.12" C-PURLIN ATTACHED TO TOP OF CONTAINER.SIMILAR FOR 10", 8" AND 6" PURLINS. SEE SHEET A2.02#12 SCREWS WITH RUBBER WASHER @ 24" O.C. (TYP.)PE-46 GUY "AMERICAN EARTH ANCHOR". 9,500 LBCAPACITY. (TYPICAL) REFER TO SHEET A2.028" COMPACTED CLASS II BASE38" CABLE ATTACHED TO HELICOIL AND THREADEDTHROUGH CONTAINER CORNER CASTING12" C-PURLIN ATTACHED TO TOP OF CONTAINER.SIMILAR FOR 10", 8" AND 6" PURLINS. SEE SHEET A2.02#12 SCREWS WITH RUBBER WASHER @ 24" O.C. (TYP.)38" CABLE FROM LOOP AT HELICOIL AND THREADEDTHROUGH CONTAINER CORNER CASTING8" COMPACTED CLASS II BASE38" CABLE THREADED THROUGH CONTAINER CORNERCASTING TO NEXT CONTAINER. REFER TO SHEET A2.024x4 STEEL POST WELDED TO BASE PLATE WITH 316' FILLETWELD10" x 10" x 12" THICK METAL PLATE.(4) 12" ANCHOR BOLTS, TYPICAL EACH COLUMN5 12" THICK CONCRETE#5 BAR @ 24" O.C EACH WAY12" CEE GIRTCORRUGATED METAL ROOFING. ATTACHE TOPURLIN WITH #12 SCREW @ 12" O.C.(8) #12 SCREWS - PURLIN TO POST4X4 STEEL POST18 SolutionsDesign3357 rio lado, atascadero, ca(805) 462-9488DesignSolutionsmd2170903Carlson Code Compliance & Occupancy ConversionColor BoardOct. 19, 20191680 El Camino RealAtascadero, CA 93422Western Redbud TreeCeanothus brushProposed "Sea-Train" Storage BuildingMain body color to match main building color on neighbor's buildingFascia trim color to match trim color on neighbor's buildingOffice building colors to remain unchaingedExisting Office and Neighboring BuildingsSherwin Williams# SW6206 - Oyster BaySherwin Williams# SW6494 - LakeshoreExisting Building Sample19