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HomeMy WebLinkAboutMP 02-03D; Robertson Ranch PA 17; Master Plan (MP)The City of Carlsbad Planning Department A REPORT TO THE PLANNING COMMISSION P.C. AGENDA OF: May 1, 2013 ItemNo. 0 Application complete date: Febmaty 26, 2013 Project Planner: Chris Garcia Project Engineer: Steve Bobbett SUBJECT: MP 02-03{D)/PUD 06-13(B) -ROBERTSON RANCH PA 17 -Request for approval of a Master Plan Amendment to reduce the percentage of single-story homes required and a Planned Development Pennit Amendment to revise the building elevations and plotting for the development of 109 single-family detached homes within Planning Area (P A) 17 of the East Village of the Robe1ison Ranch Master Plan, generally located n01ih of Cannon Road and west of College Boulevard in Local Facilities Management Zone 14. I. RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolutions No. 6970 and 6971 APPROVING Master Plan Amendment MP 02-03(D) and Planned Development Pennit Amendment PUD 06-13(B) based on the fmdings and subject to the conditions contained therein. II. INTRODUCTION The applicant is requesting approval of a Master Plan Amendment to reduce the percentage of single-story homes required and a Planned Development Pe1mit (PUD) Amendment to revise the architecture and plotting for 109 dwelling units on 28.22 acres in PA 17 within the East Village of the Robe1ison Ranch Master Plan (MP). The lots for this planning area were created through Tentative Map CT 04-26 and Planned Development Pe1mit PUD 06-13 which was recommended for approval by the Planning Commission on October 3, 2007 and approved by the City Council on November 6, 2007. Tentative Map CT 04-26 included the grading and subdivision of Robe1ison Ranch Planning Areas 16, 17 and 18 into 304 residential lots, 5 recreation area lots and 22 HOA lots. PUD 06-13(A), for the approval of architecture and plotting, was approved by the Planning Commission on October 1, 2008. Since then, two Consistency Dete1minations have been approved administratively for Plans 1, 1x, 2 and 3 (CD 11-15 & CD 12-16) allowing minor modifications to these plans. However, the applicant is now proposing the addition of a new Plan (Plan 4), re-plotting of the project and a Master Plan Amendment to reduce the percentage of single-story homes required in Planning Areas 16, 17 and 18. Planned Development Pe1mits are required for these planning areas since the residential lot sizes are less than 7,500 square feet. Pursuant to Section V.F.4 of the MP, architecture and plotting requires approval of a PUD Amendment. The MP specifies that the Planning Commission shall be the fmal decision-making body (unless appealed) for any PUD amendment processed after approval of the Tentative Map, regardless of the number of units in the previously approved Tentative Map. The proposed residences are a mixture of one and two-st01y homes, consisting of five different floor plans with living areas ranging from 1,982 to 3,838 square feet. Planning Area 17 inc01porates three distinct architectural elevation styles and color schemes to provide variation MP 02-03(D)/PUD 06-13(B) – ROBERTSON RANCH PA 17 May 1, 2013 Page 2 throughout the planning area. The development of the private recreation areas (Lots 305 and 306) and Centralized Community Recreation Area in PA 19 were approved concurrently with CT 04-26. The project complies with City standards and all necessary findings can be made for the approval being requested. III. PROJECT DESCRIPTION AND BACKGROUND Background On November 14, 2006, the City Council certified the Robertson Ranch Master Plan Final Program EIR (EIR 03-03), and approved the MP, East Village Master Tentative Map (CT 02-16), and related applications for the Robertson Ranch project. The MP establishes the permitted uses, development standards, and design criteria for each planning area as well the method by which the MP will be implemented. Master Tentative Map CT 02-16 established the boundaries of the various planning areas in the East Village of Robertson Ranch and CT 04-26, PUD 06-12, PUD 06-13, and PUD 06-14 subdivided PAs 16, 17 and 18, respectively, into single-family residential lots and HOA lots. Final Maps have been approved for both CT 02-16 and CT 04-26, grading and improvement plans have been approved, architecture and plotting has been approved and construction of homes is presently underway for PA’s 16 and 18. Project Description The development proposal consists of the review of the architectural design and plotting for PA 17 located in the East Village of Robertson Ranch. The MP allows for a delayed review of architecture and plotting through a PUD Amendment. PUD 06-13(A) was approved by the Planning Commission on October 1, 2008 for the architecture of 4 different floor plans and plotting for the entire 109 lot planning area. Since then, two Consistency Determinations have been approved administratively for Plans 1, 1x, 2 and 3 (CD 11-15 & CD 12-16) allowing for minor modifications to these plans. However, the applicant is now proposing to and add one additional floor plan, creating a total of five different floor plans (inclusive of a modified Plan 1(Plan 1X). All of the plans incorporate three distinct architectural styles for each plan and a number of different color schemes to provide variation throughout the project. The following description and table (Table 1) outlines the square footage and building styles. Further information regarding the architectural style and influence has been provided by the applicant and attached as Attachment 11, entitled “The Architecture of Palo Verde”. The applicant is also proposing a Master Plan Amendment to reduce the percentage of single- story homes required in Planning Areas 16, 17 & 18. Since Planning Areas 16 and 18 are already approved and under construction, it is anticipated that the proposed change would only affect Planning Area 17. The Robertson Ranch Master Plan currently contains the following special design criteria: “At least 20 percent of the homes in these planning areas shall be designed as single-story. Single story is defined as a maximum plate-line of 15 feet and a maximum building height of 20 feet. Lofts are permitted subject to Carlsbad Municipal Code Section 21.04.330. Alternatively, a total of 25 percent of the homes in each neighborhood shall be designed as either single-story or modified MP 02-03(D)/PUD 06-13(B) – ROBERTSON RANCH PA 17 May 1, 2013 Page 3 single story homes, provided that no fewer than 15 percent of the homes in the planning area are designed as single-story homes. Homes designed as modified single story homes shall conform to the following criteria: • Modified Single-Story. To qualify as a Modified Single-Story home, the structure must comply with the following criteria: A minimum of 60 percent of the area of the roof shall be single story. A two-story element may be added in the central portion of the front and rear elevation. For modified single-story, the livable space on the second floor shall not exceed 25 percent of the first floor lot coverage. • The single story or Modified Single-Story units are intended to be strategically located in the plotting scheme, and distributed throughout the village.” The applicant is proposing to modify the alternative to providing 20 percent single story homes by continuing to require 25 percent combined single-story and modified single-story homes, but reduce the single-story home requirement from 15% to 10%. The applicant notes the following reason for their proposed change as follows: “Through the selling process in this community, the builder has become more knowledgeable about the wants and needs of buyers wanting to purchase in this area. Time also changes desirability of design. It was originally thought that many buyers were seeking a single-story floor plan, however we have learned that most of these likely buyers want a home that provides the advantages of single-story living while still giving them a separate space upstairs for guests, storage or pastimes that are better separated from daily activity.” The proposed change would make the master plan more consistent with a similar requirement contained in City Council Policy 44. Please see Exhibit “X” attached to Planning Commission Resolution No. 6970 for the “strikeout/underline” version of the proposed change to the master plan. PA 17 is generally located north of Cannon Road, west of College Boulevard, and south of an open space preserve area. The 28.22 acre site is subdivided into 109 single-family residential lots with a minimum lot size of 5,000 sf, 10 HOA lots, and 2 recreation area lots totaling 53,570.2 sf (gross). Recreation area Lot 306 (13,495 sf) exceeds the 10,000 sf minimum lot size for the required planning area pocket park and Lot 305 has been integrated into the design of the Centralized Community Recreation Area in PA 19. TABLE 1 – SUMMARY OF FLOOR PLANS – PA 17 PLAN NO. 1ST FLOOR SQ. FT. 2ND FLOOR SQ. FT. LIVING AREA SQ. FT. GARAGE SQ. FT. TOTAL BLDG. SQ. FT. ARCHITECTURAL STYLES 1 1,982 – 2,047 N/A 1,982 – 2,047 419 – 484 2 car 2,466 Mission English Country Italian Tuscany 1X 2047 517 2,564 419 2 car 2,983 Mission English Country Italian Tuscany MP 02-03(D)/PUD 06-13(B) – ROBERTSON RANCH PA 17 May 1, 2013 Page 4 TABLE 1 – SUMMARY OF FLOOR PLANS – PA 17 CONTINUED PLAN NO. 1ST FLOOR SQ. FT. 2ND FLOOR SQ. FT. LIVING AREA SQ. FT. GARAGE SQ. FT. TOTAL BLDG. SQ. FT. ARCHITECTURAL STYLES 2 1,318 – 1,404 1,667 2,985 – 3,071 441 – 527 2 car 3,512 Mission English Country Italian Tuscany 3 1,625 1,689 3,314 497 2 car 3,811 Mission English Country Italian Tuscany 4 1,798 – 1911 1,927 3,725 – 3,838 416 – 529 2 car 4,254 Mission English Country Italian Tuscany To determine compliance with the provisions of the Master Plan and Planned Development Ordinance, a Major PUD Amendment is required for the development of homes in neighborhoods with minimum lot sizes of less than 7,500 square feet. The Master Plan specifies that the Planning Commission shall be the final decision-making body (unless appealed) for any PUD amendment processed after approval of the Tentative Map, regardless of the number of units in the previously approved Tentative Map. IV. ANALYSIS The project is subject to the following land use plans, policies, programs and zoning regulations: A. Robertson Ranch Master Plan (MP 02-03), Planned Development Ordinance (CMC Chapter 21.45), City Council Policy 44, and City Council Policy 66. The recommendation for approval of this project was developed by analyzing the projects consistency with the standards contained in the Robertson Ranch Master Plan, the Planned Development Ordinance, and City Council Policies 44 and 66. The project complies with these standards as discussed in detail in the section below. A. Robertson Ranch Master Plan (including Planned Development Ordinance, City Council Policy 44, and City Council Policy 66) The Robertson Ranch Master Plan provides a framework for the development of vacant properties within the Master Plan area to ensure the logical and efficient provision of public facilities and community amenities for future residents. Planning Area 17 was subdivided into residential lots through CT 04-26 and PUD 06-13 and compliance with the Master Plan and Planned Development standards relating to the subdivision were analyzed at that time. Previously approved features include project density, lot size, street design, trail system, pocket parks, community recreation area, affordable housing, and RV storage. The PUD Amendment reviewed herein focuses only on the standards and criteria related to the architectural design and plotting of the residences in PA 17. In addition to the Master Plan requirements, this includes all applicable regulations and development standards of the Carlsbad MP 02-03(D)/PUD 06-13(B) – ROBERTSON RANCH PA 17 May 1, 2013 Page 5 Municipal Code (CMC) including the Planned Development Ordinance (CMC Chapter 21.45) and City Council Policies 44 and 66, except as modified by the Robertson Ranch Master Plan. The staff report Attachments 7 through 10 demonstrates the projects compliance with all of the applicable requirements of Table C and D of the Planned Development Ordinance and City Council Policies 44 and 66. Additionally, the proposed architectural design and plotting layout meets or exceeds all of the unique development standards of the Master Plan and the Special Design Criteria for PA 17 as outlined in Table 2. The exception to this is the quantity of single- story homes currently required by the master plan, which is proposed to be amended with this proposal (MP 02-03(D)). As discussed in the project description, the Robertson Ranch Master Plan is proposed to be amended to reduce a component of the single story requirement. The applicant is proposing to modify the alternative to providing 20 percent single story homes by continuing to require 25 percent combined single-story and modified single-story homes, but reduce the single-story home requirement from 15% to 10%. The Master Plan determines amendments to be minor if the amendment does not increase the densities or change the boundaries of the subject property or involve an addition of a new use or group of uses not shown on the original master plan or the rearrangement of uses within the master plan. The determination of a minor amendment shall be made by the Planning Commission pursuant to Chapter 21.38.120 of the CMC. The proposed minor amendment to the Master Plan complies with the parameters of being a minor amendment as set forth above. Staff supports the amendment which ultimately adds seven modified single-story homes to Planning Area 17. The modified single-story homes have the advantages of a single-story home, while providing an area for guests, storage, or other uses upstairs. The modified single-story homes comply with the requirement that the floor area upstairs not exceed 25% of the downstairs. Furthermore, the upstairs is required to be centrally located and therefore exhibit single-story building edges on all sides. The changes in the percentages required by the Master Plan are consistent with what is required by the architectural design guidelines found in City Council Policy 44. MP 02-03(D)/PUD 06-13(B) – ROBERTSON RANCH PA 17 May 1, 2013 Page 6 TABLE 2 - COMPLIANCE WITH THE SPECIAL DESIGN CRITERIA OF THE ROBERTSON RANCH MASTER PLAN Standard Requirement Proposed Maximum Lot Coverage Single-story and modified single-story: Maximum 60% of the net pad area. Two-story: Maximum 45% of the net pad area. *This coverage shall include balconies and second-story decks. *Porches or covered entryways with no livable space above the porch or entryways are exempt from lot coverage requirements regardless of size or dimensions. 49.8% or less lot coverage 44.9% or less lot coverage Modified single-story: The livable space on the second floor shall not exceed 25% of the first floor lot coverage. 19% of first floor lot coverage. Rear Yard Setback 10 feet minimum 10.6 feet or greater Side Yard Setback 5 feet minimum 5 feet or greater Private Rear Yard Single-story or modified single-story: 15 feet x 15 feet of useable rear yard Minimum 15 feet x 15 feet Private Rear Yard Two-story: 18 feet x 18 feet of useable rear yard Minimum 18 feet x 18 feet Structural Setbacks from Arterial Roadways College Blvd.: 40 foot structural setback from right-of-way College Blvd.: 40 feet or greater Storage Space 480 cubic feet of storage space or 392 cubic feet if in one area. A garage (12' × 20' one- car, 20' × 20' two-car, or larger) satisfies the required storage space per unit. All plans have a two-car garage at least 20’ x 20’ in size which satisfies the storage requirement. Building Height One-story: 15 feet to plate line and 20 feet maximum building height. Two-story: 30 feet and two stories with a minimum roof pitch of 3:12. Plan 1: approx. 10’ plate height and 17’6” to 19’8” overall height. Plan 1X: 23’4” to 24’8” Plan 2: 24’4” to 28’2” Plan 3: 27’4” to 29’11.5” Plan 4: 28’7” to 29’11” All DUs have a minimum 3:12 roof pitch. MP 02-03(D)/PUD 06-13(B) – ROBERTSON RANCH PA 17 May 1, 2013 Page 7 TABLE 2 - COMPLIANCE WITH THE SPECIAL DESIGN CRITERIA OF THE ROBERTSON RANCH MASTER PLAN CONTINUED Standard Requirement Proposed Special Design Criteria PA 17: Provide a supplemental Acoustical Analysis The project is conditioned to comply with the noise mitigation measures recommended in the Robertson Ranch Planning Area 17 Final Noise Analysis, Urban Crossroads, December 4, 2007, to ensure that the interior noise level for the residential structures does not exceed the City of Carlsbad’s 45 dBA interior noise standard, including, but not limited to, upgraded windows for residences located on Lots 85, 86 and 87. Each PUD shall be designed with unique floor plans and architectural design. PA 17 has been designed with unique floor plans and building designs that comply with the Robertson Ranch design guidelines. At least 20% of the homes in each PA shall be designed as single-story, or alternatively, a total of 25% of the homes shall be designed as either single-story or modified single-story provided that no fewer than 15% of the homes are single-story. Single-story and modified single-story shall be considered as two separate floor plans. Single-story: 10.1%* Modified single-story: 16.5% Combined total: 26.6% *Project is consistent only if Master Plan Amendment MP 02- 03(D) is approved. MP 02-03(D) maintains the 25% combined requirement but reduces the single-story requirement from 15% to 10% minimum. Modified single-story: Minimum 60% of the roof area shall be single-story. Livable space on the second floor shall not exceed 25% of the first floor and shall be centrally located. Plan 1X: Single-story roof area: 81% 2nd story element: 19% of 1st floor. Doors, porches, balconies and walkways should face the streets to promote social interaction. 75% of the homes must have a front door that is clearly visible from a street or courtyard. 100% of the homes have a front door or entryway that is clearly visible from the street. MP 02-03(D)/PUD 06-13(B) – ROBERTSON RANCH PA 17 May 1, 2013 Page 8 TABLE 2 - COMPLIANCE WITH THE SPECIAL DESIGN CRITERIA OF THE ROBERTSON RANCH MASTER PLAN CONTINUED Standard Requirement Proposed Special Design Criteria, Continued Porches shall have a minimum depth of 6 feet and a minimum width of 10 feet for 50% of the homes. Covered front porches and open courtyards have a minimum depth of 6 feet and a minimum width of 10 feet for 54% of the homes. Some of the remaining homes contain a porch or entryway, but do not meet the 6’x10’ requirement. Building elevations visible from the surrounding roadways shall feature enhanced elevations. All of the residences in PA 17 have been designed with upgraded rear elevations. Residences with enhanced side elevations are plotted in instances where the side elevations are visible from surrounding roadways or open space areas. The proposed project is located within Local Facilities Management Zone 14 in the northeast quadrant of the City. The impacts on public facilities created by the project, and its compliance with the adopted performance standards was analyzed and evaluated at the time of approval of EIR 03-03 and CT 04-26. V. ENVIRONMENTAL REVIEW The proposed project has been reviewed pursuant to the California Environmental Quality Act (CEQA). Staff has analyzed the project and has concluded that no potentially significant impacts would result with the implementation of the project that were not previously examined and evaluated in the certified Final Program Environmental Impact Report for the Robertson Ranch Master Plan (EIR 03-03), dated April 2006, BRG Consulting, Inc. EIR 03-03 evaluates the potential environmental effects of the development and operation of the “Robertson Ranch Master Plan” and associated actions inclusive of the proposed residential neighborhood project reviewed here. The City Council certified EIR 03-03 on November 14, 2006. At that time, CEQA Findings of Fact, a Statement of Overriding Considerations, and a Mitigation Monitoring and Reporting Program were approved. The EIR 03-03 “Findings of Fact and Statement of Overriding Considerations” applies to all subsequent projects covered by the Robertson Ranch Master Plan Final Program EIR. All mitigation measures contained in the adopted Mitigation Monitoring and Reporting Program from EIR 03-03 applicable to the proposed project have been completed, incorporated into the project design, or are required as conditions of approval for the project or for the previously approved East Village Master Tentative Map (CT 02-16) and Tentative Subdivision Map for the Planning Areas 16, 17 and 18 (CT 04-26). All mitigation required for the grading plan and the Final Map for CT 02-16 and CT 04-26 to permit grading of the project area have been applied. Mitigation measures for the single-family residential housing project in MP 02-03(D)/PUD 06-13(B) – ROBERTSON RANCH PA 17 May 1, 2013 Page 9 PA 17 required preparation of a supplemental acoustical analysis. The acoustical analysis identified that in addition to the 6 to 10-foot high noise barrier that has been installed on College Boulevard, additional noise mitigation measures are required to ensure that the interior noise level for the residential structures does not exceed the City of Carlsbad’s 45 dBA interior noise standard. These mitigation measures include, but are not limited to, upgraded windows for residences located on Lots 85, 86 and 87. The project has been conditioned to comply with the noise mitigation measures recommended in the Robertson Ranch Planning Area 17 Final Noise Analysis, Urban Crossroads, December 4, 2007. The proposed project would have no effects beyond those analyzed in the program EIR, as it is a part of the program analyzed earlier. This project is within the scope of Final Program EIR 03-03 and no further CEQA compliance is required. EIR 03-03 is available for review at the Planning Division. ATTACHMENTS: 1. Planning Commission Resolution No. 6970 (MP) 2. Planning Commission Resolution No. 6971 (PUD) 3. Location Map 4. Disclosure Statement 5. Background Data Sheet 6. Local Facilities Impact Assessment 7. Table C – Planned Development Ordinance: General Development Standards 8. Table D – Planned Development Ordinance: One-Family Dwellings on Small Lots 9. City Council Policy 44 Compliance Table 10. City Council Policy 66 Compliance Table 11. The Architecture of Palo Verde 12. Reduced Exhibits 13. Full Size Exhibits - “A” - “YY” dated May 1, 2013. • N NOT TO SCALE Robertson Ranch PA 17 MP 02-03(0) I PUD 06-13(8) DISCLOSURE STATEMENT P-1 (A) Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov Applicant's statement or disclosure of certain ownership interests on all applications which will require discretionary action on the part of the City Council or any appointed Board, Commission or Committee. The following information MUST be disclosed at the time of application submittal. Your project cannot be reviewed until this information is completed. Please print. Note: Person is defined as "Any individual, firm, co-partnership, joint venture, association, social club, fraternal organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county,_ city municipality, district or other political subdivision or any other group or combination acting as a unit." Agents may sign this document; however, the legal name and entity of the applicant and property owner must be provided below. 1. APPLICANT (Not the applicant's agent) Provide the COMPLETE, LEGAL names and addresses of ALL persons having a financial interest in the application. If the applicant includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person N l A Corp/Part B roo\:;.feJ \::,.._\ Mrw B"i l((ku.s.( .... c__ Title. ___________ _ Address. __________ _ Title !\sst '\l f Address \2.-Slo;s-\('~ ~ McHC Wc;.,{-lt ..::l.o o \:),_ l fi.Aa_v.-CA. "? 2.-0 l 4 2. OWNER (Not the owner's agent) P-1(A) Provide the COMPLETE, LEGAL names and addresses of ALL persons having any ownership interest in the property involved. Also, provide the nature of the legal ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the ownership includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person N \£:>, Corp/Part ~V::..gc.(~\..k(M....-?.,1, n Ll.C-- Title Title.~As;;:,.e;;;.:;\-L....:\J'-'1 _________ _ Address, __________ _ Address p_J>It>S \:>a·, '<1.\e. W f~, ~-It _)_Q 0 b._ 1.._ ['{\a_.-c..A, "~'l::;u::> \ ± Page 1 of 2 Revised 07/10 3. NON-PROFIT ORGANIZATION OR TRUST If any person identified pursuant to (1) or (2) above is a nonprofit organization or a trust, list the names and addresses of ANY person serving as an officer or director of the non- profit organization or as trustee or beneficiary of the. Non Profit/Trust ll \A Non Profit/Trust _________ _ Title, ___________ _ Title _____________ _ Address. __________ _ Address, ____________ _ 4. Have you had more than $500 worth of business transacted with any member of City staff, Boards, Commissions, Committees and/or Council within the past twelve (12) months? DYes 52J No If yes, please indicate person(s): ___________ _ NOTE: Attach additional sheets if necessary. Print or type name of owner Print or type name of applicant Signature of owner/applicant's agent if applicable/date Print or type name of owner/applicant's agent P-1(A) Page 2 of 2 Revised 07/10 Revised 01/06 BACKGROUND DATA SHEET CASE NO: MP 02-03(D)/PUD 06-13(B) CASE NAME: ROBERTSON RANCH PA 17 APPLICANT: Brookfield Del Mar Builders, Inc. REQUEST AND LOCATION: Request for approval of a Master Plan Amendment to reduce the number of single-story homes required and a Planned Development Permit Amendment to revise the building elevations and plotting for the development of 109 single-family detached homes within Planning Area (PA) 17 of the East Village of the Robertson Ranch Master Plan, generally located north of Cannon Road and west of College Boulevard in Local Facilities Management Zone 14 LEGAL DESCRIPTION: Lots 1 through 43 inclusive; Lots 64 through 88 inclusive; Lots 100 through 116 inclusive; Lots 141 through 159 inclusive; and Lots 190 through 194 inclusive; per Map No. 15682, filed in the office of the County Recorder of San Diego County as File No. 2008-0192971 on April 11, 2008 APN: Portion of 168-050-47 Acres: 28.22 acres Proposed No. of Lots/Units: 109 units GENERAL PLAN AND ZONING Existing Land Use Designation: Medium Density Residential (RM) Proposed Land Use Designation: N/A Density Allowed: 4-8 du/ac Density Proposed: 4.4 du/ac Existing Zone: P-C (underlying zone: RD-M) Proposed Zone: N/A Surrounding Zoning, General Plan and Land Use: Zoning (underlying zone designation ) General Plan Current Land Use Site P-C (RD-M) RM Vacant North P-C (OS) OS Open Space South P-C (RD-M) RMH detached condominiums East P-C (RD-M) RM small-lot SFR West P-C (RD-M) RM small-lot SFR LOCAL COASTAL PROGRAM Coastal Zone: Yes No Local Coastal Program Segment: N/A Within Appeal Jurisdiction: Yes No Coastal Development Permit: Yes No Local Coastal Program Amendment: Yes No Revised 01/06 Existing LCP Land Use Designation: N/A Proposed LCP Land Use Designation: N/A Existing LCP Zone: N/A Proposed LCP Zone: N/A PUBLIC FACILITIES School District: Carlsbad Unified Water District: Carlsbad Sewer District: Carlsbad Equivalent Dwelling Units (Sewer Capacity): 109 EDU ENVIRONMENTAL IMPACT ASSESSMENT Categorical Exemption, Negative Declaration, issued Certified Environmental Impact Report, EIR 03-03, dated November 14, 2006 Other, CITY OF CARLSBAD GROWTH MANAGEMENT PROGRAM LOCAL FACILITIES IMPACTS ASSESSMENT FORM (To be Submitted with Development Application) PROJECT IDENTITY AND IMPACT ASSESSMENT: FILE NAME AND NO: Robertson Ranch PA 17 – MP 02-03(D)/PUD 06-13(B) LOCAL FACILITY MANAGEMENT ZONE: 14 GENERAL PLAN: RM ZONING: P-C (underlying zone: RD-M) DEVELOPER’S NAME: Brookfield Del Mar Builders, Inc. ADDRESS: 12865 Pointe Del Mar, Ste 200 Del Mar, CA 92014-3859 PHONE NO.: 858-481-8500 ASSESSOR’S PARCEL NO.: Portion of 168-050-47 QUANTITY OF LAND USE/DEVELOPMENT (AC., SQ. FT., DU): 28.22 AC., 109 DU ESTIMATED COMPLETION DATE: Unknown A. City Administrative Facilities: Demand in Square Footage = 378.96 B. Library: Demand in Square Footage = 202.11 C. Wastewater Treatment Capacity (Calculate with J. Sewer) 109 EDU D. Park: Demand in Acreage = 0.76 E. Drainage: Demand in CFS = 1.84 East Village Identify Drainage Basin = B (Identify master plan facilities on site plan) F. Circulation: Demand in ADT = 1,090 (Identify Trip Distribution on site plan) G. Fire: Served by Fire Station No. = 3 & 5 H. Open Space: Acreage Provided = Provided throughout Master Plan I. Schools: CUSD E = 25.50 / Middle = 12.76 / HS = 15.72 J. Sewer: Demands in EDU 109 Identify Sub Basin = 14A (Identify trunk line(s) impacted on site plan) K. Water: Demand in GPD = 0.024 MGD L. The project is 0 units below the Master Plan Dwelling unit allowance. ATTACHMENT 7 PLANNED DEVELOPMENTS (CMC SECTION 21.45.060) TABLE C: GENERAL DEVELOPMENT STANDARDS APPLICABLE TO ALL PLANNED DEVELOPMENTS REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT C.1 Density Per the underlying General Plan designation. When two or more general plan land use designations exist within a planned development, the density may be transferred from one general plan designation to another with a general plan amendment. Master Plan allows 109 DUs in PA 17. 109 DUs are proposed. C.2 Arterial Setbacks All dwelling units adjacent to any arterial road shown on the Circulation Element of the General Plan shall maintain the following minimum setbacks from the right-of- way: Prime Arterial 50 Feet Major Arterial 40 Feet Secondary Arterial 30 Feet Carlsbad Boulevard 20 Feet 40 foot minimum building setbacks are maintained from College Boulevard. A minimum of 20 feet of landscape area is provided from the College Blvd. right-of-way and the perimeter wall. Half (50%) of the required arterial setback area located closest to the arterial shall be fully landscaped to enhance the street scene and buffer homes from traffic on adjacent arterials, and: Shall contain a minimum of one 24” box tree for every 30 lineal feet of street frontage; and Shall be commonly owned and maintained Landscaping along the arterial roadways and within the parkways of the residential subdivision were previously reviewed in conjunction with the Master Tentative Map (CT 02-16) and the Tentative Map for PA 16, 17 and 18 (CT 04-26) within the East Village of Robertson Ranch. Project perimeter walls greater than 42 inches in height shall not be located in the required landscaped portion of the arterial setback, except noise attenuation walls that: Are required by a noise study, and Due to topography, are necessary to be placed within the required landscaped portion of the arterial setback. All project perimeter walls in the required setback over 42 inches in height are required for noise attenuation. C.3 Permitted Intrusions into Setbacks/ Building Separation Permitted intrusions into required building setbacks shall be the same as specified in Section 21.46.120 of this code. The same intrusions specified in Section 21.46.120 shall be permitted into required building separation. Intrusions into required setbacks are decorative shelves, architectural features and fireplaces that do not exceed 2 feet. C.4 Streets Private Minimum right-of-way width 56 feet N/A Minimum curb-to-curb width 34 feet Minimum parkway width (curb adjacent) 5.5 feet, including curb Minimum sidewalk width 5 feet (setback 6 inches from property line) Public Minimum right-of-way width 60 feet All streets, except cul-de-sac streets, are 34 feet wide with 7 foot wide parkways and 5 foot wide sidewalks on both sides of the street. Minimum curb-to-curb width 34 feet Minimum parkway width (curb adjacent) 7.5 feet, including curb Minimum sidewalk width 5 feet (setback 6 inches from property line) Street Trees within parkways One-family dwellings and twin homes on small-lots A minimum of one street tree (24-inch box) per lot is required to be planted in the parkway along all streets. The street tree plan was approved as part of CT 04-26/PUD 06-13. Condominium projects Street trees shall be spaced no further apart than 30 feet on center within the parkway. N/A Tree species should be selected to create a unified image for the street, provide an effective canopy, avoid sidewalk damage and minimize water consumption. The street tree plan was approved as part of CT 04-26/PUD 06-13. ATTACHMENT 7 REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT C.5 Drive-aisles 3 or fewer dwelling units Minimum 12 feet wide when the drive-aisle is not required for emergency vehicle access, as determined by the Fire Chief. N/A If the drive-aisle is required for emergency vehicle access, it shall be a minimum of 20 feet wide. 4 or more dwelling units Minimum 20 feet wide. N/A All projects No parking shall be permitted within the minimum required width of a drive-aisle. N/A A minimum 24-foot vehicle back-up/maneuvering area shall be provided in front of garages, carports or uncovered parking spaces (this may include driveway area, drive-aisles, and streets). N/A Additional width may be required for vehicle/emergency vehicle maneuvering area. N/A Parkways and/or sidewalks may be required. N/A No more than 24 dwelling units shall be located along a single-entry drive-aisle. N/A All drive-aisles shall be enhanced with decorative pavement. N/A C.6 Number of Visitor Parking Spaces Required (1) Projects with 10 units or fewer A .30 space per each unit. 28 visitor spaces required. Projects 11 units or more A .25 space per each unit. When calculating the required number of visitor parking spaces, if the calculation results in a fractional parking space, the required number of visitor parking spaces shall always be rounded up to the nearest whole number. REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT ATTACHMENT 7 REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT C.7 Location of Visitor Parking On Private/ Public Streets On-street visitor parking is permitted on private/public streets, subject to the following: The private/public street is a minimum 34-feet wide (curb-to-curb) There are no restrictions that would prohibit on-street parking where the visitor parking is proposed The visitor parking spaces may be located: o Along one or both sides of any private/public street(s) located within the project boundary, and o Along the abutting side and portion of any existing public/private street(s) that is contiguous to the project boundary 181 visitor parking spaces are provided on the public streets. In parking bays along public/private streets within the project boundary, provided the parking bays are outside the minimum required street right-of-way width. N/A When visitor parking is provided as on-street parallel parking, not less than 24 lineal feet per space, exclusive of driveway/drive-aisle entrances and aprons, shall be provided for each parking space, except where parallel parking spaces are located immediately adjacent to driveway/drive-aisle aprons, then 20 lineal feet may be provided. The on-street parking complies with these standards. Within the Beach Area Overlay Zone, on-street parking shall not count toward meeting the visitor parking requirement. N/A On Drive-aisles Visitor parking must be provided in parking bays that are located outside the required minimum drive-aisle width. N/A On a Driveway Outside the Beach Area Overlay Zone One required visitor parking space may be credited for each driveway in a project that has a depth of 40 feet or more. N/A For projects with 10 or fewer units, all required visitor parking may be located within driveways (located in front of a unit’s garage), provided that all dwelling units in the project have driveways with a depth of 20 feet or more. N/A Within the Beach Area Overlay Zone One required visitor parking space may be credited for each driveway in a project that has a depth of 40 feet or more. N/A If the streets within and/or adjacent to the project allow for on-street parking on both sides of the street, then visitor parking may be located in a driveway, subject to the following: All required visitor parking may be located within driveways (located in front of a unit’s garage), provided that all dwelling units in the project have driveways with a depth of 20 feet or more. If less than 100% of the driveways in a project have a depth of 20 feet or more, then a .25 visitor parking space will be credited for each driveway in a project that has a depth of 20 feet or more (calculations resulting in a fractional parking space credit shall always be rounded down to the nearest whole number). N/A All projects The minimum driveway depth required for visitor parking (20 feet or 40 feet) applies to driveways for front or side-loaded garages, and is measured from the property line, back of sidewalk, or from the edge of the drive-aisle, whichever is closest to the structure. N/A Compact Parking For projects of more than 25 units, up to 25% of visitor parking may be provided as compact spaces (8 feet by 15 feet). No overhang is permitted into any required setback area or over sidewalks less than 6 feet wide. No compact spaces are proposed. For all projects within the Beach Area Overlay Zone, up to 55% of the visitor parking may be provided as compact spaces (8 feet by 15 feet). N/A Distance from unit Visitor parking spaces must be located no more than 300 feet as measured in a logical walking path from the entrance of the unit it could be considered to serve. On-street visitor parking is located within 300 feet of each unit. ATTACHMENT 7 REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT C.8 Screening of Parking Areas Open parking areas should be screened from adjacent residences and public rights-of-way by either a view-obscuring wall, landscaped berm, or landscaping, except parking located within a driveway. N/A C.9 Community Recreational Space (1) Community recreational space shall be provided for all projects of 11 or more dwelling units, as follows: N/A Minimum community recreational space required Project is NOT within RH general plan designation 200 square feet per unit Project IS within RH general plan designation 150 square feet per unit Projects with 11 to 25 dwelling units Community recreational space shall be provided as either (or both) passive or active recreation facilities. N/A Projects with 26 or more dwelling units Community recreational space shall be provided as both passive and active recreational facilities with a minimum of 75% of the area allocated for active facilities. N/A Projects with 50 or more dwelling units Community recreational space shall be provided as both passive and active recreational facilities for a variety of age groups (a minimum of 75% of the area allocated for active facilities). PA 17 contains two recreation area lots with a gross area of 53,570.2 sf. 21,800 sf of recreation area is required with a minimum of 16,350 sf of active recreation facilities. 9,095 sf of active recreation area is provided onsite with the balance of the active recreation area requirement being provided within PA 19 and Lot 305 which has been incorporated into the design of PA 19. All recreation areas were previously approved as part of CT 04-26/PUD 06-14. For projects consisting of one-family dwellings or twin homes on small-lots, at least 25% of the community recreation space must be provided as pocket parks. Pocket park lots must have a minimum width of 50 feet and be located at strategic locations such as street intersections (especially “T-intersections”) and where open space vistas may be achieved. See above. All projects (with 11 or more dwelling units) Community recreational space shall be located and designed so as to be functional, usable, and easily accessible from the units it is intended to serve. See above. Credit for indoor recreation facilities shall not exceed 25% of the required community recreation area. See above. Required community recreation areas shall not be located in any required front yard and may not include any streets, drive-aisles, driveways, parking areas, storage areas, slopes of 5% or greater, or walkways (except those walkways that are clearly integral to the design of the recreation area). See above. Recreation Area Parking In addition to required resident and visitor parking, recreation area parking shall be provided, as follows: 1 space for each 15 residential units, or fraction thereof, for units located more than 1,000 feet from a community recreation area. 30 residences in the East Village of Robertson Ranch are located more than 1000 feet from PA 19 (4 in PA 17). 2 spaces are required. 6 spaces and 1 HC space are provided. The location of recreation area parking shall be subject to the same location requirements as for visitor parking, except that required recreation area parking shall not be located within a driveway(s). 6 spaces and 1 HC space have been provided in the recreation parking area. ATTACHMENT 7 REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT C.9, Cont’d Community Recreational Space, Cont’d.(1) Examples of recreation facilities include, but are not limited to, the following: Active Swimming pool area Children’s playground equipment Spa Courts (tennis, racquetball, volleyball, basketball) Recreation rooms or buildings Horseshoe pits Pitch and putt Grassy play areas with a slope of less than 5% (minimum area of 5,000 square feet and a minimum dimension of 50 feet) Any other facility deemed by the City Planner to satisfy the intent of providing active recreational facilities. Passive Benches Barbecues Community gardens Grassy play areas with a slope of less than 5%. C.10 Lighting Lighting adequate for pedestrian and vehicular safety shall be provided. Street and pedestrian lighting was reviewed and approved as shown on DWG 453-8 (Street Imp.) and DWG 458-8L (Landscape) for streets and pedestrian paths. These plans meet the safety requirements for this standard. C.11 Reserved C.12 Recreational Vehicle (RV) Storage (1) Required for projects with 100 or more units, or a master or specific plan with 100 or more planned development units. Exception: RV storage is not required for projects located within the RMH or RH land use designations. 11,667 sf of RV Storage (not including driveway access, turn-around area or visitor parking) has been provided in PA 22 to satisfy the RV storage requirements for the Robertson Ranch Master Plan. 20 square feet per unit, not to include area required for driveways and approaches. Developments located within master plans or residential specific plans may have this requirement met by the common RV storage area provided by the master plan or residential specific plan. RV storage areas shall be designed to accommodate recreational vehicles of various sizes (i.e. motorhomes, campers, boats, personal watercraft, etc.). RV storage design approved by CT 09-01, GPA 09-01, ZC 09-01, MP 02-03(B), SDP 09-01, PUD 09-01. The storage of recreational vehicles shall be prohibited in the front yard setback and on any public or private streets or any other area visible to the public. A provision containing this restriction shall be included in the covenants, conditions and restrictions for the project. All RV storage areas shall be screened from adjacent residences and public rights-of-way by a view-obscuring wall and landscaping. See above. C.13 Storage Space 480 cubic feet of separate storage space per unit. See Below If all storage for each unit is located in one area, the space may be reduced to 392 cubic feet. Required storage space shall be separately enclosed for each unit and be conveniently accessible to the outdoors. See Below Required storage space may be designed as an enlargement of a covered parking structure provided it does not extend into the area of the required parking stall, and does not impede the ability to utilize the parking stall (for vehicle parking). See Below A garage (12’x20’ one-car, 20’x20’ two-car, or larger) satisfies the required storage space per unit. A two-car garage at least 20’x20’ is provided for each unit. This requirement is in addition to closets and other indoor storage areas. See above (1) This standard does not apply to housing for senior citizens (see Chapter 21.84 of this code). ATTACHMENT 8 PLANNED DEVELOPMENTS (CMC SECTION 21.45.070) TABLE D: ONE-FAMILY DWELLINGS AND TWIN-HOMES ON SMALL LOTS REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT D.1 Livable Neighbor- hood Policy Must comply with city council Policy 66, Principles for the Development of Livable Neighborhoods. SEE SEPARATE COMPLIANCE CHART D.2 Architectural Requirements Must comply with city council Policy 44, Neighborhood Architectural Design Guidelines. SEE SEPARATE COMPLIANCE CHART D.3 Minimum Lot Area One-family dwellings 5,000 square feet (one dwelling per lot) Pursuant to the Master Plan, all lots in PA 17 must have a minimum lot size of 5,000 square feet. Lot sizes were approved with CT 04-26/PUD 06-13 and range in size from 5,000 to 9,522 square feet. Twin-homes 3,750 square feet (one dwelling per lot) N/A Exception 3,500 square feet (one-family or twin-home - one dwelling per lot) when either: 1. The project site contains sensitive biological resources as identified in the Carlsbad habitat management plan; or 2. The site has a general plan designation of RMH and unique circumstances such as one of the following exists: a. The project is for lower income or senior citizen housing; b. The site is located west of Interstate 5; c. The dwelling units are designed with alley-loaded garages; or d. The site is either located contiguous to a Circulation Element roadway or within 1200 feet of a commuter rail/transit center, commercial center or employment center. N/A D.4 Maximum Lot Coverage 1 story homes 60% of the net pad area All single story and modified single story homes are designed with a lot coverage less than or equal to 60% of the net pad area. At the modified single-story, the livable space on the second floor does not exceed 25% of the first floor lot coverage. See plans for individual lot coverage. Homes with 2 or more stories 45% of the net pad area for all lots in a project, if the minimum lot area in the project is 5,000 square feet or greater. The PD requirements are superseded by the Robertson Ranch Master Plan (MP) requirements. All two-story homes, regardless of size, are designed with a lot coverage less than or equal to 45% of the net pad area, including balconies and second-story decks. 50% of the net pad area for all lots in a project, if the minimum lot area in the project is less than 5,000 square feet. Porches with no livable space above the porch, and porte-cocheres no more than 20 feet in width and 6 feet in depth are exempt from lot coverage requirements. In accordance with the MP requirements, porches or covered entry ways with no livable space above the porch or entry way are exempt from lot coverage requirements regardless of size or dimensions. D.5 Minimum Lot Width (1) One-family dwellings on lots equal to or greater than 5,000 square feet 50 feet (35 feet when a lot is located on a cul-de-sac, or the curved portion of a sharply curved street/drive-aisle) Lot widths were approved as part of CT 04-26/PUD 06-13 with a minimum lot size of 5,000 SF and a minimum lot width of 50 feet, except for homes located on sharply curved streets or cul-de-sacs. One-family dwellings on lots less than 5,000 square feet 40 feet (35 feet when a lot is located on a cul-de-sac, or the curved portion of a sharply curved street/drive-aisle) N/A Twin-homes 35 feet N/A D.6 Minimum Street/Drive-Aisle Frontage Lots located on the curved portion of sharply curved streets/drive-aisles or cul-de-sacs: 25 feet. Street frontages were reviewed and approved with CT 04-26/PUD 06-13. D.7 Minimum Setback from a Private or Public Street(2) (3) Residential structure 10 feet All residences are setback a minimum of 10’ with an average front yard setback of 12.5’ for the project. Direct entry garage 20 feet All direct entry garages are setback at least 20’. Lot 109 has a side entry garage which is setback 10’ from the front due to the unique configuration of the lot and complies with the 10’ residential structure setback. ATTACHMENT 8 REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT D.8 Minimum Setback from a Drive-Aisle(4) Residential structure 5 feet, fully landscaped (walkways providing access to dwelling entryways may be located within required landscaped area) N/A Garage 3 feet N/A Garages facing directly onto a drive-aisle shall be equipped with an automatic garage door opener. N/A Projects of 25 units or less within the RMH and RH general plan designations 0 feet (residential structure and garage) N/A Garages facing directly onto a drive-aisle shall be equipped with an automatic garage door opener. N/A D.9 Minimum Interior Side Yard Setback One-family dwellings Option 1 Residential structure Each interior side yard setback shall be a minimum of 10% of the lot width; provided that each side yard setback is not less than 5 feet, and need not exceed 10 feet. PD requirements are superseded by the Robertson Ranch Master Plan. Side yard setbacks are 5 feet minimum per the approved Master Plan. Garage Located on the front half of the lot Same as required for residence. See Above. Located on the rear half of the lot Need not exceed 5 feet Any living space above a garage shall observe the same interior side yard setback required for the residence. Option 2 Residential structure & Garage One interior side yard setback may be reduced to 0 feet (zero lot line); provided the other side yard setback is a minimum of 20% of the lot width, and need not exceed 20 feet. See Above. Twin-homes One side yard – 0 feet (the side yard where the dwellings on each lot are attached). The other side yard setback shall be a minimum of 20% of the lot width, and need not exceed 20 feet. N/A D.10 Minimum Rear Yard Setback (where the rear property line does not front on a street or drive-aisle) Residential structure 20% of lot width, provided the rear yard setback is not less than 10 feet, and need not exceed 20 feet. PD requirements are superseded by the Robertson Ranch Master Plan. Rear yard setbacks are 10 feet minimum per the approved Master Plan. Garage (located on the rear half of the lot) 5 feet from rear property line N/A Any living space above a garage shall observe the same rear yard setback required for “residence”, above. D.11 Maximum Building Height/ Number of Stories Same as required by the underlying zone, and not to exceed three stories (5)(8) In accordance with the Robertson Ranch Master Plan (MP) requirements, single story homes have a minimum roof pitch of 3:12 and comply with the maximum building height of 20 ft. All two story homes have a minimum roof pitch of 3/12 and comply with the maximum 30 ft. building height. (See Table 2 of the staff report for more detail) ATTACHMENT 8 REF NO SUBJECT DEVELOPMENT STANDARD COMPLIANCE COMMENT D.12 Private Recreational Space Minimum total area per unit 400 square feet (may consist of more than one recreational space) The PD requirements are superseded by the Robertson Ranch Master Plan. Single story or modified single story homes have 15’x15’ of useable rear yard and two story homes have 18’ x 18’ of useable rear yard per the approved Master Plan. See General Standards, Table C. Minimum dimension of recreational space 15 feet Required private recreational space shall be located at ground level and designed so as to be functional, usable, and easily accessible from the dwelling it is intended to serve, and shall not have a slope gradient greater than 5%. See Above. Required private recreational space shall not be located within front yard setback areas, and may not include any driveways, parking areas, storage areas, or walkways (except those walkways that are clearly integral to the design of the recreation area). See Above. Open or lattice-top patio covers may be located within the required private recreation space (provided the patio cover complies with all applicable standards, including the required setbacks specified in Section 21.45.090). See Above. Attached solid patio covers and decks/balconies may project into a required private recreational space, subject to the following: The depth of the projection shall not exceed 6 feet (measured from the wall of the dwelling that is contiguous to the patio/deck/balcony). The length of the projection shall not be limited, except as required by any setback or lot coverage standards. The patio cover/deck/balcony shall comply with all applicable standards, including the required setbacks specified in Section 21.45.090. See Above. D.13 Resident Parking 2 spaces per unit, provided as either:(6) a two-car garage (minimum 20 feet x 20 feet), or All plans have two car garages with a minimum of 20 feet x 20 feet clear interior dimension. 2 separate one-car garages (minimum 12 feet x 20 feet each) D.14 Garages for 3 or more cars-in-a-row No more than 20% of the total project units may include garages with doors for 3 or more cars-in-a-row that directly face the street, including garages constructed as 3 one-car garages located adjacent to each other, or constructed as a two-car garage separated from a one-car garage with all garage doors directly parallel to the street. No homes have garage doors for 3 or more cars. Garages that are recessed 20 feet or more back from the forward-most plane of the house shall not be subject to the 20% 3-car garage limitation stated above. N/A Garages with doors for 3 or more cars in-a-row shall not be permitted on lots less than 5,000 square feet in area. N/A D.15 Driveways Driveways for side-loaded garages must be enhanced with decorative pavement to improve appearance. One unit (Lot 109) has a side loaded garage. The building elevation facing the street is an enhanced elevation and the lot is conditioned to provide decorative pavement for the driveway to improve appearance. (1) Lot width is measured 20’ behind the front property line. (2) See Table C in Section 21.45.060 for required setbacks from an arterial street. (3) Building setbacks shall be measured from one of the following (whichever is closest to the building): a) property line; or b) the outside edge of the required street right-of-way width. (4) Building setbacks shall be measured from one of the following (whichever is closest to the building): a) property line; b) the outside edge of the required drive-aisle width; c) the back of sidewalk; or d) the nearest side of a parking bay located contiguous to a drive-aisle (excluding parking located in a driveway in front of a unit’s garage). (5) If a project is located within the Beach Area Overlay Zone, building height shall be subject to the requirements of Chapter 21.82 of this code. (6) The required resident parking within the R-W zone shall be 2 spaces/unit, 1 of which must be covered. Any uncovered required parking space in the R-W zone may be located within a required front yard setback and may be tandem. (7) Garage location standards do not apply to projects where all garages are alley loaded. (8) Protrusions above the height limit shall be allowed pursuant to Section 21.46.020 of this code. Such protrusions include protective barriers for balconies and roof decks. ATTACHMENT 9 APPLICABLE FOR PROJECTS WITH 5 OR MORE HOMES CITY COUNCIL POLICY 44 – NEIGHBORHOOD ARCHITECTURAL DESIGN GUIDELINES Architectural Guideline Compliance Comments Floor Plans and Elevations 1 All residential projects shall be required to have a minimum number of different floor plans, different front and corresponding matching rear elevations with different color schemes as identified below: 2-4 dwelling units shall provide 1 floor plan and 2 different elevations. 5-12 dwelling units shall provide 2 different floor plans and 2 different elevations. 13-20 dwelling units shall provide 2 different floor plans and 3 different elevations. 21+ dwelling units shall provide 3 different floor plans and 3 different elevations. Currently, this project consists of a Plan 1, which is a single story, Plan 1X a modified single story and Plans 2 and 3, which are all two-story plans. A fifth plan, Plan 4, is proposed in order to add even more variety to the 109 unit project. Each will offer 3 different elevations for a total of 15 different homes. There are 4 color schemes for each Architectural style for a total of 12 schemes that will be evenly distributed throughout the project. 2 Every house should have a coherent architectural style. All elevations of a house, including front, side and rear, should have the same design integrity of forms, details and materials. Each house integrates the style and details on all elevations of each home in keeping with Italian Tuscan, English Country and Mission Architectural styles. 3 In addition to the previous requirements, design details should reinforce and enhance the architectural form and style of every house and differ from other elevations of the same floor plan. A minimum of 4 complimentary design details, including but not limited to those listed below, shall be incorporated into each of the front, rear and street side building façade(s) of the house. Design Details Each of the (3) architectural styles incorporate at least (4) of the design details on the front, rear and street side elevations of the home. Balconies Decorative eaves and fascia Exposed roof rafter tails Arched elements Towers Knee braces Dormers Columns Exterior wood elements Accent materials (i.e.; brick, stone, shingles, wood or siding) 4 Floor plans in a project shall exhibit a variety of roof ridges and roof heights within a neighborhood. Each plan offers numerous roof ridges, styles and heights. Site Planning 5 Houses with both the same floor plan and elevation style shall not occur on adjacent lots. Houses with the same floor plan and elevation do not occur on adjacent lots. 6 Reverse floor plans shall be included where possible to add variety to the street scene. 54% of the homes are reversed. ATTACHMENT 9 CITY COUNCIL POLICY 44 – NEIGHBORHOOD ARCHITECTURAL DESIGN GUIDELINES CONTINUED Architectural Guideline Compliance Comments Single Story Requirements 7 A minimum of 15% of the total number of homes shall be single-story structures. Single-story is defined as a maximum plate-line of 15 feet and a maximum building height of 20 feet. Lofts are permitted subject to CMC Section 21.04.330. or A minimum of 10% of the total number of homes shall be single-story structures and 15% shall be reduced second story structures. A reduced second story structure shall comply with the following criteria: A minimum of 60% of the roofline shall be single story; A 2-story element may be added in the central portion of the front and rear elevation; and The second story element may be no greater than 25% of the floor area of the first floor of the house (including garage). or For alley-loaded product, a minimum of 20% of the homes shall be single-story for the front 20% of the home (overall depth of house times 20%). Although the Robertson Ranch Master Plan requires 15% single story plans and 10% modified single story, due to the lack of buyer demand for single-story homes, 10% single-story and 16% of the project as modified single- story is proposed. The single-story and modified single-story design and mix meet the guidelines set forth in Policy 44. 8 A maximum of 20% of the total number of homes are exempt from the requirement to have a single-story building edge. All homes except the Plan 4 have a single-story edge. The Plan 4 makes up less than 20% of the project. ATTACHMENT 9 CITY COUNCIL POLICY 44 – NEIGHBORHOOD ARCHITECTURAL DESIGN GUIDELINES CONTINUED Architectural Guideline Compliance Comments Single Story Requirements (continued) 9 The remaining total number of homes shall comply with one of the following guidelines: The home shall have a single-story building edge with a depth of not less than 8 feet and shall run the length of the building along one side except for tower elements. The roof covering the single-story element shall incorporate a separate roof plane and shall be substantially lower than the roof for the two-story element. Porches and porte-cochere elements shall qualify as a single-story edge. Houses with courtyards that are a minimum of 15 feet wide located along the side of the house and setback a minimum of 15 feet from the property line are not required to have a single-story building edge. The home shall have a single-story building edge with a depth of not less than 5 feet and shall run the length of the building along one side. The roof of the single-story element shall be substantially lower than the roof for the two-story element of the building. The home shall have a single-story building edge with a depth of not less than 3 feet for 40% of the perimeter of the building. Plans 1, 1X, 2 and 3 comply with the single story edge requirements. Multiple Building Planes 10 For at least 66% of the homes in a project, there shall be at least 3 separate building planes on street side elevations of lots with 45 feet of street frontage or less and 4 separate building planes on street side elevations of lots with a street frontage greater than 45 feet. Balconies and covered porches qualify as a building plane. The minimum offset in planes shall be 18 inches and shall include, but not be limited to, building walls, windows, porches and roofs. The minimum depth between the faces of the forward-most plane and the rear plane on the front elevation shall be 10 feet. A plane must be a minimum of 30 sq. ft. to receive credit under this section. All plan types (100%) meet the minimum number of building planes on street side elevations. All plan types also meet the minimum plane size and offset requirements. ATTACHMENT 9 CITY COUNCIL POLICY 44 – NEIGHBORHOOD ARCHITECTURAL DESIGN GUIDELINES CONTINUED Architectural Guideline Compliance Comments Multiple Building Planes (continued) 11 Rear elevations shall adhere to the same criteria outlined in Number 10 above for front elevations except that the minimum depth between front and back planes on the rear elevation shall be 4 feet. Rear balconies qualify as a building plane. Plans 1, 1X, 2 and 3 (80%) meet the rear plane requirement. 12 For at least 66% of the homes in a project, one side elevation shall have sufficient offsets or cutouts so that the side yard setback averages a minimum of 8.5 feet. Plans 2, 3 and 4 comply with the average 8.5 foot side yard setback and comprise 73% of the project. Windows/Doors 13 At least 66% of exterior openings (door/windows) on every home in the project shall be recessed or projected a minimum of 2 inches and shall be constructed with wood, vinyl or colored aluminum window frames (no mill finishes). 100% of the exterior openings are recessed a minimum of 2”. All windows are vinyl. 14 Windows shall reinforce and enhance the architectural form and style of the house through, the use of signature windows and varied window shapes and sizes. Each elevation incorporates various window dimensions, shapes and trim to bring character to the architectural style of the home. Front Porches 15 Fifty percent (50%) of the homes shall be designed with a covered front porch, open courtyard, or balcony (each with a minimum depth of 6 feet and a minimum area of 60 square feet) located at the front of the dwelling. The minimum depth for a covered front porch shall be measured from the front façade of the home to the inside of any supporting porch posts. The front and sides of porches shall be open except for required and/or ornamental guardrails. A variety of roof elements shall be provided over porches. Porches may not be converted to living space. Plans 1, 1X and 2 meet this requirement and represent 55% of this project. Front Entries 16 Seventy-five percent (75%) of the homes must have a front entry to the home that is clearly visible from the street. Walkways from the front door to the street are encouraged. 100% of the homes have a front entry that is clearly visible. Chimneys 17 Chimneys and chimney caps shall be in scale with the size of the home. No more than 2 chimneys shall be allowed for homes on lots in planned developments having an area less than 7,500 square feet. The chimneys and chimney caps are in scale with the homes and no more than 2 chimneys are proposed on all homes. ATTACHMENT 9 CITY COUNCIL POLICY 44 – NEIGHBORHOOD ARCHITECTURAL DESIGN GUIDELINES CONTINUED Architectural Guideline Compliance Comments Garage Doors 18 Garage doors for 3 or 4 cars in a row that directly face the street must have a minimum of an 18” plane change between the garage doors after the 2 car garage door. All homes have 2 car garages. Note #1: Fractional units of .5 or greater shall be rounded up to the next whole number and located in a manner to achieve the best project design as determined by the project planner. When a percentage of units are described in the guidelines, the intent is to have that percentage spread throughout the entire project. ATTACHMENT 10 CITY COUNCIL POLICY 66 – LIVABLE NEIGHBORHOODS Principle Compliance Comments 1 Building Facades, Front Entries, Porches Facades create interest and character and should be varied and articulated to provide visual interest to pedestrians. Clearly identifiable front doors and porches enhance the street scene and create opportunities for greater social interaction within the neighborhood. Building entries and windows should face the street. Front porches, bay windows, courtyards and balconies are encouraged. All homes have detailing and materials unique to each of the three styles (Italian Tuscany, English Country and Mission). Front entries are visible from the street and the different elevations include covered entrances and front porches to provide visual interest and promote social interaction. 2 Garages Homes should be designed to feature the residence as the prominent part of the structure in relation to the street. A variety of garage configurations should be used to improve the street scene. This may include tandem garages, side-loaded garages, front-loaded garages, alley-loaded garages and recessed garages. All garage doors are recessed so that the front entrances to the homes are featured as the dominant design element when viewed from the street. Many of the garage doors are designed to look like split garages. 3 Street Design An interconnected, modified (grid) street pattern should be incorporated into project designs when there are no topographic or environmental constraints. Interconnected streets provide pedestrians and automobiles many alternative routes to follow, disperse traffic and reduce the volume of cars on any one street in the neighborhood. Streets should be designed to provide both vehicular and pedestrian connectivity by minimizing the use of cul-de-sacs. The street network should also be designed to create a safer, more comfortable pedestrian and bicycling environment. Local residential streets should have travel and parking lanes, be sufficiently narrow to slow traffic, provide adequate access for emergency and service vehicles and emergency evacuation routes for residents and include parkways with trees to form a pleasing canopy over the street. Local residential streets are the public open space in which children often play and around which neighborhoods interact. Within this context, vehicular movement should be additionally influenced through the use of City-accepted designs for traffic calming measures. The street design was approved as part of CT 04-26/PUD 06-13. 4 Parkways Street trees should be planted in the parkways along all streets. Tree species should be selected to create a unified image for the street, provide an effective canopy, avoid sidewalk damage and minimize water consumption. Parkway and street tree planting was approved as part of CT 04-26/PUD 06-13. 5 Pedestrian Walkways Pedestrian walkways should be located along or visible from all streets. Walkways (sidewalks or trails) should provide clear, comfortable and direct access to neighborhood schools, parks/plazas and transit stops. Primary pedestrian routes should be bordered by residential fronts, parks or plazas. Where street connections are not feasible (at the end of cul-de-sacs), pedestrian paths should also be provided. PA17 is designed as a walkable neighborhood with internal and external paths and trails. The pedestrian circulation system was approved as part of CT 04-26/PUD 06-13. Internal paths and non-contiguous walks provide multiple routes of access throughout the community and to the Recreation Center and trail systems. 6 Centralized Community Recreation Areas Park or plazas, which serve as neighborhood meeting places and as recreational activity centers should be incorporated into all planned unit developments. As frequently as possible, these parks/plazas should be designed for both active and passive uses for residents of all ages and should be centrally located within the project. Parks and plazas should be not be sited on residual parcels, used as buffers from surrounding developments or to separate buildings from streets. The Community Recreation Center in PA19 (The Swim Club) is located near the center of The Foothills with access via paths and sidewalks. The location was approved with SDP 06-06. There are also pocket parks scattered throughout the community. ATTACHMENT 11 The Architecture of Palo Verde Given the designated styles of the Palos Verde design guidelines, we decided to work with the Italian Tuscany, Mission and English Country. We started by designing building masses that could work well with all three styles. Our goal was for each home to offer a ‘gift to the street’ which, for example, could be a quaint 1-story stone or masonry building, a formal wood front door entering upon a entry courtyard, or perhaps a simple and charming gable fully clad in brick . The result is a nice palette of colors and materials that, we feel, will be composed to create a beautiful street scene. The Mission style grounds this neighborhood through its historical connection to Southern California. It is a very romantic style with the simple white and cream colors enhanced by the reddish-brown roof tiles and sculptural accents along with occasional shutters and decorative tiles for a splash of color. The stucco elevations of the Mission style are a nice balance to the stone and brick masonry featured in the other styles of this neighborhood. The Italian Tuscany style works well alongside the Mission because it can elevate nicely with similar massing. Its feature exterior material is the stone. It will have a ‘sack’ grout finish giving the stone an aged appearance and adding to the depth of textures on the street. The English Country is a nice contrast to the other styles. By carefully planning out the massing of the homes, we were able to isolate several roof forms where we could adjust to a steeper roof pitch to work with the English Country and add some variety to the roof lines of the neighborhood. The feature material for this style is masonry brick. When all three styles are brought together and enhanced with appropriate landscaping, the result will be a wonderful community that future homeowners will enjoy for years to come. RECREATION SUMMARY PA:s' UNITS SF/UNIT REO'lJ R£01 REC (SF) REC ON-SITE* R£0'0 (1fo ACTII4. PROV!uw· ACTIV£ AT PA 19* ~~(~~~~~-1~~r--~Wro~~-+~~;~~0~4-~~~;~8~0~~-+~~~~~~~-i6,~Uil;,_~t-~~-~-~~-4 . ~ 'J to9 ~~ 1.,oog ~'fff ~~--f----=e?:;;o;;i25c;-5----l 18 (4) 1!0 200 jfJ,()_02 _1§,-2()0 tnma \491 84 _l[JQ_ _j_t;fJQfJ_ tD.36u UBDD tn rm ',240 FOR 466 N/A 69, 105 64J!§!!_ N/A N/A tit/, lt/5 FOR 'PLAN (I) RECREATION AREAS PROVIDED ON-SIT£, S.O.P. 06-04 (2) LOTS 307 & JOB PA 19 AREA PROVIDED LESS AlP-REQUIRED AREA (3) LOTS 305 & 306 (4) LOT 309 (5) LOT 6 OF CT 02-16 *EXCLUDES SLOPES OV£R 5% [HQ] PURPOSE 1 PIPELINE LESS RESIDENTIAL -REQUIRED AREA SURPLUS ACTIV£ REC. AREA PA 19 TOTAL SURPLUS REC. AREA EASEMENTS OF RECORD EASEMENTS PER PR£LIMINARY Till£ REPORT BY fiRST AMERICAN Till£ INSURANCE COMPANY, NO. 2386895 (Off}. DATED 02-27-07 OWNER DOCUMENT C.M. W.O. BK 1796Lf§ 142 O.R. REC. DAlE 7-11-1930 DISPOSffiON ltl!JITCLAIM.J!fJi..PR 06-78 2 PRIVATE ROAD TARRY BK 6140/PG 102 O.R. 9 10 1957 TO REMAIN 3 PRIVATE ROAD LIDO LAND CO. BK 7016/PG 536 O.R. 4 1 1958 TO REMAIN 4 PIPELINES C.M. W.O. FILE NO. ff1,52__f)g_ l-4-19{i,]_ TO REMAIN 5 ROAD CARLSBAD DOC. 2003-1414299 11-25-2ro3 TO REMAIN 6 DRAINAGE CARLSBAD DOC. 2003-1414301 !! 25 2003 TO REMAIN WATER QUALITY REQUIRED TREATMENT CONTROL BliP TABLE MAINTENANCE MAINTENANCE TYPE DESCRIPTION OWNERSHIP AGREEMENT FREQUENCY fiLTER STORM DRAIN INLET BASKETS HOA CC&RS&BMP YEARLY W/ H'tDROBARBON ABSORPTION MAINTENANCE AGREEMENT B/0 fiLTRATION V£GETATED SWALE HOA CC&RS&BMP YEARLY P.A. 20 LOT 7 MAP 15608 MAINTENANCE AGREEMENT 68,785 (43,560) (17,73J) 6,187 5,790 GENERAL NOTES PARKING SUMMARY ASSESSOR:> PARCEl No's. . REQUIRED PROPOSED RECREATION . 168-370-1 THRU 28, INCL.; 168-3/Q-49 THRU 66, INCL.; 168-370-77 THRU 81, INCL.; 168-371-1 THRU 31, INCL.; 168-372-12 THRU 28, INCL.; 168-370-53 THRU 62, INCL.; RECREATION*'* RESIDENT VISITOR AREA TOTAL ACRES. • . • • . • . • • . . • . . 28.22 A C. EXISTING ZONING . • • . . . • • • . . . . P-C (PLANNED COMMUNITY) UNDERLYING ZONE PER ROBERTSON RANCH M.P.. . RO-M PROPOSED ZONING . • . . • . . NO CHANGE EXISTING GENERAL PLAN DESIGNATION . . RM PROPOSED GENERAL PLAN DESIGNATION . RESIDENTIAL LOTS. • • RECREATION AREA LOTS. HOA LOTS . OPEN SPACE LOTS. TOTAL LOTS. DENSITY. . UNDEVELOPABLE AREA. ADT. • • • . SCHOOL DISTRICT . . WATER DISTRICT. SEWER DISTRICT. SEWER DEMAND . AV£RAGE WATER DEMAND. PEAK WATER DEMAND (FIRE}. POTABLE WATER PRESSURE ZONE. EARTHWORK. TOPOGRAPHIC SOURCE. ©20 13 O'Day Consultants, Inc. . NO CHANCE . 109 • 2 (LOTS 305 & 306) . 9 (LOTS 313, 316-320, 322, 326 & 327) . 0 . 120 . 4.4 DU/ACRE .N/A .1,090 ADT (109 UNITS x 10 ADT/ UNIT) . CARLSBAD UNifiED SCHOOL DISTRICT . CARLSBAD MUNICIPAL WATER DISTRICT . CITY OF CARLSBAD . 23,980 GPO (109 DU} = .024 MGD I EDU = 220 GPO .59,950 GPO (109 UNITS X 550 GPO/UNIT) . 1500 GPM . HGL 255 · (SEE GRADING ANALYSIS) . c. T. 04-26 G:\011014\PA17\Consist0elerm\CD 2B\1193CD01-rev_82.<1wg Mor 29, 2013 8:15am Xrefs: 1193CD-revJl; 01148GRD-REV; 01148STR; 0114BMAP; 0114TP-G; 0114AMAP; 0114GSIT RESIDENT* VISITOR*' AREA (GARAGE) (ON-STREET) {PA-19) 218 28 2 218 181 7 (6 PS + 1 HC) * PO ORDINANCE REQUIRES A 7Jif) CAR GARAGE PER SINGLE FAMILY DWELLING. " PO ORDINANCE REQUIRES 0.25 VISITOR PARKING SPACES FOR PROJECTS OF II UNITS OR MORE *** PO ORDINANCE REQUIRES I SPACE FOR EACH 15 UNITS LOCATED MORE THAN I, 000 FEET AWA Y. UNIT TYPE SUMMARY PLAN I (ONE STORY} PLAN IX (BONUS ONE STORY} PLAN 2 (TWO STORY) PLAN 3 (lJif) STORY) PLAN 4 (TWO STORY) II (10.1%} 18 (16.5%} 31 (28.4%} 28 (25.7%} 21 (19.3%} GRADING ANALYSIS CUT.· fiLl: N/A (_ N/A 5 GRADED WITH C. T. 04-26 FLOOD ZONE DESIGNATION CITY OF CARLSBAD fiRM MAP No. 06073 C 0768F & 0768F DATED JUNE 19, 1997 ZONE X -AREAS OUTSIDE THE 500 YEAR FLOro PLAIN AND ZONE A£ -BASE FLOro ELEVATIONS DETERMINED LEGAL DESCRIPTION LOT NUMBERS 1 THROUGH 43 INCLUSIVE,· LOTS 64. THROUGH 99 INCLUSIVE,· LOTS 100 THROUGH 116 INCLUSIVE,· LOTS 141 THROUGH 159 INCLUSIVE,· LOTS 190 THROUGH 194 INCLUSIVE,· PER MAP NO. 15682, fiL£0 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY AS fiLE N0.2008-0192971 ON APRIL 11, 2roa. LOT SIZE SUMMitRY SEE SHEET 2 M 9985 I; I; I; I; I; lj I; I; I; cr oo~o2 J11AP 14 7 O!J PM 17985 j I I • i \ • CARLSBAD PM 17985 KEY MAP SCALE: 1" = 400' OWNER/DEVELOPER • BROOKfiELD ROBERTSON PAll, LLC A DELAWARE LIMITED LIABILITY COMPANY P.O. BOX 85/04 SAN DIEGO, CA. 92186-5104 (619) 794-1252 BY: BROOKFIELD DEL MAR, INC. ITS: MANAGER BY.· DATE: ITS: --~- ------------------------------ \ NOT TO SCALE PACIFIC OCEAN CIVIL ENGINEER/LAND SURVEYOR O'DAY CONSULTANTS, INC. 2710 LOKER AV£NUE HEST. SUITE 100 CARLSBAD, CA. 92010 (760) 931-7700 • MASTER PLAN AMENDMENT FOR PROJECT NO. P.U.O. 06-IJ{A) M.P. 02-03(0} Date: ____ __ Don Neu, City Planner 0' 1 00' 400' 200' 800' SCALE: 1" = 400' I L .. c;l"'J L.., ! CITY OF VISTA CITY OF ENCINITAS VICINITY MAP NO SCALE BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE HELL MONUMENT LOCATION: CENTERLINE OF £L CAMINO REAL AT ENGINEER'S STAnON 454+92 PER R.S 180Q-! SHEET 1 OF 6 SHEETS P.U.D. 06-13(B) M.P. 02-03(D) MASTER PLAN AMENDMENT FOR ROBERTSON RANCH EAST VILLAGE PLANNING AREA 17 LEGEND SUBDIVISION BOUNDARY. • . . . . . . . • . . • . • . • . • . • . . . • . • . . ---- ---- PROPOSED LOTL!N£. • • • . . • . • . • . . . . . • . . . . . . . . . . . . . • -------- ~:/:::R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CD PROPOSED PAD £LEVA TION. . •................•..••..• 126.7 EXISTING CONTOURS . • . • • . • • . . . . . . . . . . . • • . • • • • . • • . EXISTING WATER MAIN . . . . • . • . . • . . . . . . . . • . . . . . . . . . . . -~ EXISTING BLOW-OFF VAL V£ .•...•...•.••.........•... EXISTING MANUAL AIR RELEASE VALVE . . • • . . . . . . . . . . . . . • . EXISTING SEHER MAIN & A.H. • • . .. . • .. . . . • . . .. .. .. .. • . --~---{_}-----S- EXISTING SEHER FORCE MAIN & A.H. ..•.•.•....•........ ----0---FM- EXISTING STORM DRAIN . .. . . . .. • . .. .. • . • . .. . . . . . . .. . EXISTING fiRE HYDRANT ....•....................•.. EXISTING STREET LIGHT •...••...................••.. PROPOSED HANDICAP RAMP. .. • . • . . . . . • . • . . . . . . . . . . . . PROPOSED DRIVEWAY APPROACH. • . . . • . . • • • . . • • . • . • • . • . PROPOSED CONCRETE CROSS-GUTTER ........•..•••...... EXISTING SOUNDWALL .••••......................... PROPOSED SPLIT FACE/DECOR A TIV£ RETAINING WALL. • • . . . . . • . . c:}tf~tl#r£~F I MAX) ......................... . GRADED SWALE . . . . . . . . . . . . . .. • . . .. . • .. .. • . • .. .. • PROPOSED WA lER MAIN . . . • . . . • . . . . . . . . . . . . • . . . . • . . PROPOSED fiRE HYDRANT •.•.•••••...••............. PROPOSED SEWER MAIN & A.H. • . • • • • . . • • • . . . . . . . . . . . . PROPOSED STORM DRAIN & C. 0. . . • . . . . . . . . . . . . . . . . . . . . PROPOSED CURB INLET. . • . • . . • . • . • . • . . . . . . . • . . . . . . . PROPOSED STREET LIGHT. • . . . . . . . • . . • . . • . . . . . • . • . . • . REAR YARD RECREATION AREA . . . . . . • . • . • . • • • . . . • . • . MP-15o(H) SECTION VIII(B}(2)(j) (15x15' FOR SINGLE-STORY & Mro/FIED SINGLE-STORY,· IB'xl8' FOR TWO-STORY) HOUSE WITH ENHANCED. • • . • • • . . . . • . • . . . . . . . . • . . . • . • SIDE ELEVA TION DATE OF REVISION: MAR. 26, 2013 DATE OF REV!S/ON: MAR. I, 2013 ~-SD---- ---ll ~ OR -¢- ~ j l ~··· ,,., ~~ ------w----- ---G---o---G- £8 • r--, I I L __ _i OA TE OF REVISION: FEB. 12, 2013 DATE OF REVISION: JAN. 23, 2013 DATE OF REVISION: DEC. 14, 2012 DA 7E OF REVISION: NOV. 14. 2011 DATE OF REVISION.· SEP. 34 2011 DATE OF REVISION: SEP. 10, 2ro8 ROBERTSON RANCH PA-17 DATE OF REVISION: MAY 6, 2008 OAT£ OF REV!SION: DEC. 12, 2007 DATE OF REVISION: OCT. 15, 2007 DATE OF PREPARATION.· AUG. 20. 2007 SHEET 1 OF 6 SHEETS ' c~/~T DESIGNED BY: K.H .. T.C. DATE: AUG. 2007 DRAWN BY: J.S., G.M. SCALE: 1-S SHOWN PROJECT MGR. · T.C. JOB NO.: 01-1014 s 2710 Loker Ave. West Civil Engineering ENGINEER OF WORK RECOMMENDED BY:. ______________________ __ RECORD FROM: COUNTY BENCH LEV£LS (NO. COUNTY V£RT. CONTROL DATA) Suite 100 Planning Carlsbad. California 92010 Processing DATE: ·---------ELEVATION: 68.479 DATUM: U.S.C. & G.S. 760-931-7700 Surveying DATE: Fax: 760-931-8680 OOoyConsultants.com nMOTHY 0. CARROLL, JR. RCE: 55381 CO No.2B FRONT POLICY LOT AREA PAO AREA PAD YARD 442 LOT I (SF} (SF) PLAN1 COVERAGl SETBACK 1#1;, 1#1~ 1#16 1 6241 5743 !XAR 43.4% 15.5' X X 2 6132 6132 4CR* 37.7% 10.0' X X 3 7068 7068 28R* 27.6% 11.0' X X X 4 5529 5529 4AR* 41.8% 10.0' X X 5 5084 5084 JCR* 43.5% 11.0' X X 6 5532 5532 18R 45.0% 15.5' X X 7 5520 5520 JCR* 40.1% 10.2' X X 8 5215 5215 4AR* 44.3% 10.0' X X 9 5118 5118 28* 38.2% 11.0' X X X 10 5000 5000 2AR 43.4% 11.0' X X X 11 5000 5000 38R* 44.3% 11.0' X X 12 5000 5000 1XCR 49.8% 15.5' X X 13 5429 5429 48R* 42.5% 10.0' X X 14 5569 5569 JAR 44.6% 10.0' X X 15 5497 5497 !BR 45.3% . 14.5' X X 16 5621 5621 4CR* 41.1% 10.8' X X 17 5001 5001 2AR 43.4% 11.0' X X X 18 5000 5000 3CR* 44.3% 11.0' X X 19 5177 5117 !XB 48.1% 15.5' X X 20 6308 6308 3CR 39.4% 11.0' X X 21 6049 6049 18R 41.2% 15.2' X X 22 5783 5783 4C 44.9% 10.1' X X 23 5000 5000 2AR 43.4% 11.0' X X X 24 5300 5015 38* 44.1% 11.0' X X 25 7986 7656 2C 28.3% 14.8' X X X 26 8733 6547 28R 33.1% 10.0' X X X 27 7306 5105 !XCR 48.8% 15.5' X X 28 7119 5037 JAR* 44.0% 11.0' X X 29 7179 5168 1XBR 48.2% 15.5' X X 30 7127 5322 4AR* 43.4% 10.0' X X 31 7013 5547 2BR 39.1% 11.0' X X X 32 7740 7086 tAR 35.1% 21.1' . X X 33 5823 5402 4CR* 427% 18.7' X X 34 5511 4973 2A 43.6% 124' X X X 35 8988 5637 2CR 38.5% 11.0' X X X 36 6889 5088 1X8R 48.9% 15.5' X X 37 7003 5284 4AR* 43.7% 10.0' X X 38 8752 6422 1CR 38.8% 15.6' X X 39 8613 6447 JAR 38.5% 11.1' X X 40 6913 5559 4BR* 41.5% 15.0' X X 41 6766 5525 !CR 45.1% 15.5' X X TOTAL 29 22 41 NOTES 1. "R" INDICATES REVERSED FLOOR PLAN "*"/NO/CATES 2nd STORY DECK NOT ALLOWED 2 'X" INDICATES MEETS "POLICY 44 DESIGN GUJOEUNESn {SEE OEFIN/110N BELOW} OEFIN/110N POLICY 44 DESIGN GUIDELINENO. 12 FOR AVERAGE SIDE YARD SETBACK POLICY 44 DESIGN GUIDELINE NO. 15 FOR FRONT PORCHES POLICY 44 DESIGN GUIDELINE NO. 16 FOR FRONT ENTRIES POL/C Y 44 SUMMARY NO: OF UNITS THAT GUIDELINE MEET GUIDLINE No.f2 80 UNITS No.15 60 UNITS No./6 109 UNITS t109 UNITS TOTAL BUILDING COVERAGE PLAN 1 = 2, 490 SF PLAN IX= 2,490 SF PLAN 2 = 2,170 SF PLAN 2* = 1, 954 SF PLAN 3 = 2,484 SF PLAN 3* = 2,214 SF PLAN 4 = 2,599 SF PLAN 4* = 2,309 SF %OF TOTAL . UNtTst 73% 55% 100% AVERAGE FRONT YARD SETBACK= 125' ©2013 O'Day Consultants, Inc. G:\011014\PA17\Consist0eterm\CO 2B\1193C002-rev_82.dwg Mar 28, 2013 2:29pm Xrefs: 1193CO-rev_B PLANNING AREA 17 LOT AREA PAD AREA PAD LOT I (SF} (SF) PLAN COVERAGE 42 6601 5463 4A* 423%. 43 6694 5506 3C* 40.2% 64 5000 5000 2AR 43.4% 65 5000 5000 1X8 49.8% 66 5000 5000 2C 43.4% 67 5000 5000 38* 44.3% 68 6709 6709 2A 323% 69 5000 5000 JC* 44.3% 70 6858 6201 2A 35.0% 71 6102 5001 . 38* 44.3% 72 6022 5357 fAR 46.5% 73 5302 5302 2CR* 36.9% 74 5000 5000 3A* 44.3% 75 5382 5382 !XC 46.3% 76 5834 5834 28* 33.5% 77 5016 5016 !A 49.6% 78 5431 5102 38* 43.4% 79 5638 5150 4C* 44.8% 80 5508 5120 38* 43.2% 81 5508 5120 2C* 38.2% 82 5964 5418 4A* 426% 83 5924 5517 !X8 45.1% 84 5256 5256 28R* 37.2% 85 5786 5786 4AR 44.9% 86 6378 6378 1XCR 39.0% 87 7391 6420 2AR 33.8% I 88 9522 7295 3C 34.1% 100 6518 6046 1C 41.2% 101 5576 5223 !X8 47.7% 102 5616 5353 2A 40.5% 103 5546 5403 JB* 41.0% 104 5474 5433 4C* 425% 105 5400 5400 3CR* 41.0% 106 5259 5259 48* 43.9% 107 5100 5100 IXA 48.8% 108 5198 5198 2CR 41.1% 109 8031 8031 4BR 324% 110 5126 5126 JCR* 43.2% 111 5000 5000 2B 43.4% 112 5000 5000 !A 49.8% 113 5000 5000 . 2C 43.4% . FRONT POLICY YARD 442 LOT AREA PAD AREA SETBACK #121#1t. #1~ LOT I (SF) .(SFJ PLAN1 10.0' X X 114 5000 5000 !XC 11.0' X X 115 5000 5000 38* 11.0' X X X 116 5258 5258 2AR 15.5' X X 141 7552 5735 1X8 11.0' X X X 142 6463 5242 4CR* 11.0' X X 143 6428 5085 28R 10.0' X X X 144 6393 5075 JAR* 11.2' X X 145 6358 5192 4CR* 31.9' X X X 146 6324 5051 1X8R 10.8' X X 147 5967 5000 2C 15.3' X X 148 5906 5000 JA* 16.3' X X X 149 6247 5196 1XCR 11.0' X X !50 5931 5750 28 15.6' X X !51 6169 6169 !X8R 11.3' X X X !52 5155 5155 JCR* 15.5' X X 153 5070 5070 38R* 11.0' X X !54 5000 5000 2A 10.0' X X !55 5000 5000 18 11.0' X X !56 5000 5000 2C 11.0' X X X 157 5000 5000 38* 10.0' X X 158 5000 5000 !XC 18. !' X X 159 5252 5252 28R 11.0' X X X 190 6673 5002 JA* 10.0' X X 191 6186 5143 4BR* 15.5' X X 192 6249 5049 2CR 11.0' X X X 193 6312 5210 4BR* 18.2' X X 194 7190 5119 38R* 224' X X 305*** 0.92 AC 15.5' X X 306*** 13,495 SF 11.0' X X X 313** 1664 SF 11.0' X X 316** 620 SF 10.0' X X 311** 1030 SF 11.0' X X 318** 32,720 SF 10.0' X X 319** 10.217 SF 15.5' X X 320** 848SF 11.0' X X X 322** 1469 SF 10.3 X X 326** 1517 SF 11.0' X X 321** 4007 SF 11.0' X X X 15.5' X X 11.0' X X X TOTAL 31 23 41 ** H.O.A. LOTS *** RECREAnONAL AREA LOTS FRONT PAD YARD COVERAGE SETBACK 49.8% 15.5' 44.3% 11.0' 41.4% 11.0' 43.4% 15.5' 44.1% 10.0' 427% 11.0' 43.6% 11.0' 44.5% 10.0' 49.3% 15.5' 43.4% 11.0' 44.3% 11.0' 47.9% 15.5' 37.7% 13.8' 40.4% 15.4' 429% 10.0' 43.7% 15.0' 43.4% 11.0' 49.8% 15.5' 43.4% 11.0' 44.3% 11.0' 49.8% 15.5' 41.3% 11.0' 44.3% 11.0' 44.9% 10.0' 43.0% 11.0' 44.3% 10.0' 43.3% 11.0' TOTAL POLICY 442 [#12111~ #16 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X . X X X X X X X X X X X X X X X X X 20 15 27 BENCHMARK: DESCRIPTION: STANOARO J.l-10 SlREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S 180D-1 RECORD FROM: COUNTY BENCH LEVELS {NQ COUNTY VERT. CONlROL OA TA) ELEVATION: 68.479 DATUM.· U.S.C. & G.S. OA TE OF REVISION: MAR. 26, 2013 OA TE OF REVISION: MAR. 1, 2013 OA TE OF REVISION: FEB. 12, 2013 OA TE OF RE'ASION: JAN. 23, 2013 OA TE OF RE'AS/ON: OEC. 14, 2012 OA TE OF RE'ASION: NOV. 14, 2011 OA TE OF RE'ASION: SEP. 34 2011 OATE OF RE'ASION: SEP. 14 2008 OA TE OF RE'ASION: AlA Y 6, 2008 OA TE OF RE'AS/ON: OEC. 12, 2007 OA TE OF RE'ASION: OCT. 15, 2007 OATE OF PREPARAllON: A/JG. 20, 2007 c~~T SH££T 2 OF 6 SH££TS P.U.D. 06-13(0) M.P. 02-03(D} ROBERTSON RANCH PA-17 SHEET 2 OF 6 SH££TS DESIGNED BY: K.H .. T.C. DATE: AUG. 2007 DRAWN BY: J.S., G.t.l. SCALE: /IS SHOWN PROJECT MGR. · T.C. JOB NO.: 01-1014 s 2710 Loker Ave. West Civil Engineering ENGINEER OF WORK Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fox: 760-931-8680 DATE: OD<lyConsultonts.com TIWOlHY 0. CARROll. JR. RCE: 55381 CO No.28 PROPOSED SOUND WALL 2' 10' VAMES 5' HIGH SOUNDWALL 20':1: STORM DRAIN --'1-<:-r--l (32'-62'} EASEMENT LIN£ 10.75'(TYP) OVER LOTS J, 2 & 5 ---OF CT 02-16 VARIES OVER LOT 8 6" TYPE 'G" CURB & CUTT£R--t- ....... C"VJC'T, 6" TYPE CURB & CUTTER R£MOVE EXIST. t0'1AC mmw__- PAVEMENT WIDENING 'ER owe 4.53--6-" rA~ 15' Pfo'D [X/ST. 16" PVC RW 19' 'I'"YI•~r 5" AC PAVEMENT OVER AGGREGATE BASE EXISTING CANNON ROAD {REACH 3) 51' 10' 32' 8' 4' STA. 150+24.18 TO STA. 164+.f.0.73 TNAFFIC INIJ£X = 8.5 VARIES (102'-112') VARIES (51'-61') VA '?/ES VARIES (32'-52') {8'-18'} O.C. TRAil 9' to' 5.5' PRD.POS£0 6' SOVNO WAll 2' [ EXIST. M£0/AN HARDSCAPE/ -=-1 /IIRRIGATlON PER owe 433!q 2o' VBERM (4' MAX) ~~ri='P_% 2% = -.YoJ 2% 1-A- :1-'I -':J"" ---~-L-.,.If----= "v"' <:"';.. .\~'1-~ er\'//.V. Y.///§.6; IC' !2Z7W/Z02W/M, ) ~ ~+ 'r: VARIES - -EXIST. 8" TYPE '8-1' ( "-. EXISTlNC 6" TYPE "G'--' 0.5' ME1JIAN CURB EXISTlNC PCC SIDEWALK CURB & CUTTER (TYP.) EXISTlNC 5' AC PAVEMENT OVER_) ACCREGA T£ BAS£ EXIST. 5• AC PAVEMENT OVER ACGRECAT£ BASE EXISTING COllEGE BLVD. (REACH B) (PER owe 433-6} 13' 13' 0.5' 5' ©2013 O'Day Consultants, Inc. STA. 103+34.72 TO STA. 116+25.39 17' TRAFFIC INDEX= 8.5 NO SCALE 60' ROW 17 13' EXISTING 1YIND TRAIL WAY/:, STA. 14+62.35 TO STA. 16+75.95 TRAFFIC INDEX = 6 17' 6" TYPE "C" CURB & CUTTER NO SCALE 60' ROW 17' CENTERLINE ELEVATlON SHOWN ON PLAN 13' EXISTING GLEN AVENUE/:, STA. 10+00 TO STA. 23+92.82 TRAFRC INDEX = 5 NO SCALE G:\011014\PA17\Conslst0eterm\CD 28\1193CD03-rev_B2.dwg Mor 01, 2013 3:59pm Xrefs: 1193CD-rev_B 10' PUBLIC PEDESTRIAN ACCESS EASEMENT ---- t> EXIS11NC ROAD IMPROVEMENTS PER OWG. 433-6. CT 02-16 MEANDERING PCC SIDEWALK AC PAVEMENT £l£VA110N SHOWN ON PLAN 6" TYPE »GI~ CURB & GUTTER 78' ROW 39' '-S~-E LANDSCAPE PLANS FOR MEDIAN DESIGN (HOA MAINTAIN£])) 4" AC PAVEMENT OVER AGGREGATE BASE-./ THICKNESS TO BE DETERMINED BY R-VALU£ TESTS (6" MIN.) MEANDERING PCC SIDEWALK EXISTING HILLTOP STREETt> STA. 10+00 TO STA. 12+72.10 6" TYPE "C" CURB & CUTTER TNAFFIC INIJ£X = 6 78' ROW '--SFF' LANDSCAPE PlANS FOR MEDIAN O£SIGN (HOA MAINTAINED) 4" AC PAVEMENT OVER ACCRECATE BAS£ THICKNESS TO BE DETERMINED BY R-VALUE EXISTING HILLTOP STREETt> STA. 12+72.10 TO STA. 13+62.10 TRAFFIC INIJ£X = 6 NOSCAJ£ LOT UN£ / / \h~y ''-~c:. J rY TYPICAL BLDG. FOOTPRINT TYPE •c• CURB & CUTTER 10' 5' S/0£1'/ALK 6" TYPE "c" CURB & CUTTER FF=PA/J+0.5' 5' MIN --+-+---:-14% At4X AT CENTER OF DRIVEWAY r-=--NO MOUNDING THIS AR£4 (TOP OF SLOPE EXIST. UNDERORAIN PER owe 408-4 --..__ 05' MIN ABOVE SWAL£ & NOT TO EXCEED RNISH PAO £LEV.) ...-r-·PLAC£ RBER ROLL DURING CONSTRUCTlON NOTE· I) LOTS WILL SURfilC£ DRAIN UNLESS SHOWN OTHERWISE 2) TYPICAL LOT ORA/NAG£ PER CS-15. \_ CURB & CUTTER TYPICAL FINISH LOT DRAINAGE AND TEMPORARY EROSION CONTROL DETAIL NOSCAJ£ TYPE "G" CURB & CUTTER MEANOERINC DC TRAIL MOW CURB 1' MAX '--4-AC PAVEMENT OVER ACGRECAT£ BASE FOUR PEAKS ST. 13' 5' 7.5' 2% 2%''* -- NO SCALE • 5' TRAIL STA. 13+97.98 TO 32+5aOO •• MOW CURB 19+75 TO 21+15 17' 6" TYPE •c• CI/RB & (J(JTT£R 60' ROW 17' PCC SIDEWALK 4" AC PAVEMENT OVER ACGRECA T£ BAS£ 13' 5' 0.5' FOUR PEAKS ST.. BUCK RIDGE AVE.. 2% NORTH FORK AVE. & PERALTA ST. NO SCALE * LANDSCAPE BUFFER AT STR££T SIDE YARD. •• 2:1 MAX PORTlON OF PARKWAY FOR STREET C STA. 19+00 TO 27+90 !it: TYPE •c• CI/RB & CUTTER 2% ~ '-PtY' SIDEWALK 4" AC PAVEMENT OVER ACCRECA T£ BAS£ TYPICAL #CUL-DE-SAC~ -Al.4NDER CT. * STA. 32+33.19 TO STA. 33+68.89 GLEN AVENUE STA. 18+61.16 TO STA. 23+35. 71 STREET 'F' BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATlON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROL DATA) ELEVATION: 68.479 DATUM: U.S.C. & C.S. & MASTODON CT. NO SCALE OAT£ OF REVISION: MAR. 1, 2013 OAT£ OF REVISION: F£8. 12. 2013 OAT£ OF REVISION: JAN. 2-.t 2013 OAT£ OF REVISION: DEC. 14, 2012 DA 1£ OF REVISION: NOV. 14, 2011 DA 1£ OF REVISION: SEP. 3a 2011 OAT£ OF REVISION: SEP. 1a 2008 OA 1£ OF REVISION: MAY 6. 2008 OAT£ OF REVISION: !J£C. 12. 2007 OAT£ OF REVISION: OCT. 15, 2007 OAT£ OF PR£PARA110N: AI/C. 2a 2007 c~/~:?, ROBERTSON RANCH PA-17 SH££T .J OF 6 SH££TS DESIGNED BY: K.H.. T.C. DATE: AUG. 2007 · DRAWN BY: J.S.. G.ltl. SCALE: AS SHOWN PROJECT MGR. · T.C. JOB NO.: 01-1014 s 2710 Loker Ave. West Civil Engineering ENGINEER OF WORK SUite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fox: 760-931-8680 DATE: ODayConsuftants.com llMOlliV 0. CARROLl. JR. RCE: 55381 CO No.28 \ ' X /26.5 ' \ \ X /J/.0 \ ' \ );;r-p~~OP!IS£0 20\ ' ' ' ' \ EASEMENT TO SOGM ....._ -- --- -- l ----~ ---I I I I I I I I I I I I I I I I I I I I I I I ' \ ©2013 O'Day Consultants, Inc. G:\011014\PA17\Consis\Determ\CD 2B\1193CD04-rev...B2.dwg Mar 01, 2013 4:00pm ·"'· ----- I @ 124.8 -- BUCK RJJJGE A Vj. _ 13 117.19 ------ ---- I I I I I I I I \ Xrefs: 0114BGRD-REV; 0114TP-G; 1193ABLD; 1193CD-rev...B; 0114GSTR; 0114GMAP; 0114GUTL; 0114GGRD; 1193AGRD; 1193ABLD-4; 1193ABLDJev...B; 1193CD-TXTJev_82 ---- I \ 5 -116.69 --- -""" '" ---- 26 128.04 ----- ,- \ L-.Jl--'"1 --, !28.4 --- 116.0 113.19 113.69 --11' - ---17 114.19 ----- @ 1 16. 1 s.£~~l-l1'"-;;fffl - I ~ 115.0 112.69 -- -SEE SHEET 5 - BENCHMARK: DESCRIPTION: STANOARO M-10 STREET CENTERUNE /tELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL ATEN~NRR~Srn71~4~+n PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {Na CWNTY VERT. CONTROL DATA) ELEVATION: 68.479 DATUM: USC. & G.S ~ ~ 132.6 \ DATE OF RE't?S/ON: MAR. 1, 2013 DATE OF RE't?SION: F£8. 12. 2013 DATE OF RE't?SION: JAN. 2J; 2013 DATE OF RE't?S/ON: DEC. 14, 2012 DATE OF RE't?S/ON: NOV. 14, 2011 DATE OF RE't?S/ON: SEP. 34 2011 DATE OF RE't?S/ON: SEP. 14 2008 DATE OF RE't?SION: MAY 6, 2008 DATE OF RE't?S/ON: DEC. 12. 2007 DATE OF RE't?S/ON: OCT. 15, 2007 DATE OF PREPARA llON: AUG. 20. 2007 ' C~T f I I I I I 1;5 I \ I I I I I I I I I I I / / o· 10' 40' ----20' 80' SCALE: 1" = 40' ( ~ ...... ...... ROBERTSON RANCH PA-17 SHEET 4 OF 6 SHEETS DESIGNED BY: K.H .. T.C. DATE: AUG. 2007 DRAWN BY: J.S., G.l!, SCALE: ,. = 40' PROJECT MGR: I. C. JOB NO.: 01-10H: s 2710 Loker Ave. West Civil Engineering ENGINEER OF WORK Suite 100 Planning Carlsbad, Colifomia 92010 Processing 760-931-7700 Surveying F(IX: 760-931-8680 DATE: ODoyConsultonts.com TIMOTHY 0. CARROll, JR. RCE: 55381 CIJ No.28 --- I ~ ~ ~ vs ~ vs I ©2013 O'Day Consultants, Inc. I I ( I I I I \ I I ........ .._ ----- G: \011014\PA17\Consist0eterm\CD 28\1193CD06-rev.Jl2.dwg Mor 01, 2013 4:02pm Xrefs: 0114bgrd-rev, 0114bmop; 0114tp-g; 0114omop; 0114bstr; 0114gmop; 0114gutl; 0114gstr, 0114ggrd; 1193CD-rev_B; 1193ABLD_rev.Jl; 1193CD-TXT_rev.Jl2; 1193AGRD ( \ \ \ \ \ \ / / / / , ,,,,,,,, / / / -- "' "' "' "' ""- ""-""- "" ""-...... "'"" ""-"" ""-"" "-. "-. "-. "-. ""' ""' BENCHMARK: DESCRIPTION: STANDARD M-10 Sll?EET CENTERliNE WELL MONUMENT LOCATION: CENTERliNE OF EL CAMINO REAL ATENmN~RYS~11~4M+n PER R.S 1800-1 ' / RECORD FROM: COIJNTY BENCH lEVELS (NQ COUNTY VERT. CONll?Ol DATA) ELEVATION: 68.479 DATUM: U.S.C. & G.S. DATE OF REVISION: MAR. 1. 2013 DATE OF REVISION: FEB. 12, 2013 DATE OF REVISION: .JAN. 2J; 2013 DATE OF REVISION: DEC. 14, 2012 DATE OF REVISION: NOV. 14, 2011 DATE OF REVISION: SEP. 30, 2011 DATE OF REVISION: SEP. 10, 2008 DATE OF REVISION: MAY 6, 2008 DATE OF REVISION.· DEC. 12. 2007 DATE OF REVISION: OCT. 15, 2007 DATE OF PREPARA110N: AUG. 20. 2007 . . • c~J~' SHEET 6 OF 6 SHEETS P.U.D. 06-13(0} M.P. 02-03(D} 0' 10' 40' ----20' 80' SCAlE: 1" = 40' ROBERTSON RANCH PA-17 SH££T 6 OF 6 SHEETS DESIGNED BY: K.H.. T.C. DATE: AUG. 2007 DRAWN BY: J.S., G.M. SCALE: 1" = 40' PROJECT MGR. · T.C. JOB NO.: 01-1014 s 2710 Loker Ave. West Civil Engineering ENGINEER OF WORK Suite 100 Planning Carlsbad, Colifornia 92010 Processing 760-931-7700 Surveying Fox: 760-9J 1-8680 DATE: OOayConsultonts.com nMO!lil' 0. CARROLL, JR. RCE: 55381 CO No.2B AT PALO VERDE SINGLE FAMILY HOMES ASSESSOR'S PARCEL# 168-370-01-00 THRU 168-370-28-00 168-370-49-00 THRU 168-370-66-00 168-370-77-00 THRU 168-370-81-00 168-371-01-00 THRU 168-371-31-00 168-372-12-00 TH RU 168-372-28-00 168-372-53-00 THRU 168-372-62-00 LOTS 1-43,64-80,100-116,141-159,190-194 PLAN 1A PLAN 1B PLAC 1C PLAN 1 OPTIONS MUD ROOM DEN I.L.O. BR 3 COVERED PATIO I TRELLIS PLAN 1xA PLAN 1xB PLAC 1xC PLAN 1x OPTIONS DEN I.L.O. BR 3 BR 5 I.L.O. LOFT COVERED PATIO I TRELLIS PRODUCT TYPE: SINGLE FAMILY RESIDENCE PLAN 2A, 2B, 2C PLAN 2 OPTIONS CLIENT: ARCHITECT: BROOKFIELD HOMES INC. 12865 POINTE DEL MAR STE 200, DEL MAR, CA 92014 (858) 481-8500 DANIELIAN ASSOCIATES 60 CORPORATE PARK, IRVINE, CA 92606 (949) 474-6030 FAX: (949) 474-1422 www.danielian.com CODE ANALYSIS APPLICABLE CODES: JURISDICTION: TYPE OF CONSTRUCTION: OCCUPANCY: FIRE SPRINKLERED: 2010 CALIFORNIA RESIDENTIAL CODE (CRC) 2010 CALIFORNIA BUILDING CODE (CBC) 2010 CALIFORNIA PLUMBING CODE (CPC) 2010 CALIFORNIA MECHANICAL CODE (CMC) 2010 CALIFORNIA ELECTRICAL CODE (CEC) 2010 CALIFORNIA FIRE CODE (CFC) 2008 CALIFORNIA ENERGY CODE 2010 CALIFORNIA GREEN BUILDING CODE CITY OF CARLSBAD, CALIFORNIA V-B R-31 U 13 D THIS PROJECT SHALL COMPLY WITH ALL OTHER REGULATIONS AND ORDINANCES ADOPTED BY THE LOCAL GOVERNING AGENCIES. 3/28/2013 5:56:01 PM MUD ROOM BR 5 I.L.O. LOFT COVERED PATIO I TRELLIS DECK PLAN 3A PLAN 3B PLAN 3C PLAN 3 OPTIONS JUNIOR SUITE I.L.O. DEN BR 5 I.L.O LOFT PLAN 4A, 4B, 4C PLAN 4 OPTIONS MUD ROOM BR 5 I.L.O LOFT COVERED PATIO I TRELLIS CONSULTANTS STRUCTURAL ENGINEER SWANSON & ASSOCIATES ENGINEERING 17055 VIA DEL CAMPO SUITE 100 SAN DIEGO, CA 92127 TEL 949.752.0601 FAX 949.752.7559 MARK SWANSON, PE ENERGY CONSULTANT ENERGY INSPECTORS 1036 COMMERCE STREET, SUITE B SAN MARCOS, CA 92078 TEL 760.761.3695 FAX 760.761.3650 CIVIL ENGINEER O'DAY CONSULTANTS INC 2710 LOKER AVE W SUITE 100 CARLSBAD, CA 92010 TEL 760.931.7700 TIM CARROLL AREA TABULATION FIRST FLOOR 1,982 SF 1,989 SF 1,989 SF 65 SF SECOND FLOOR NO ADDED SQ. FOOTAGE 203 SF 2,047 SF 2,054 SF 2,054 SF 523 SF 523 SF 523 SF NO ADDED SQ. FOOTAGE NO ADDED SQ. FOOTAGE 203 SF 1,338 SF 1,665 SF 86 SF NO ADDED SQ. FOOTAGE 214 SF 1,618 SF 1,657 SF 1,657 SF 214 SF 1,712SF 1,745SF 1,745SF NO SQ. FOOTAGE ADDED NO SQ. FOOTAGE ADDED 1,798 SF 1,927 SF 113 SF NO SQ. FOOTAGE ADDED 256 SF R-3 TOTAL 1,982 SF 1,989 SF 1,989 SF 2,570 SF 2,577 SF 2,577 SF 3,003 SF 3,330 SF 3,402 SF 3,402 SF 3,725 SF u GARAGE 484 SF 484 SF 484 SF 419 SF 419 SF 419 SF 527 SF 441 SF- 497 SF 497 SF 497 SF 529 SF PORCH 12 SF 12 SF 12 SF 12 SF 12 SF 12 SF 102 SF 35 SF 41 SF 41 SF 88 SF DEFERRED SUBMITTALS FIRE SPRINKLERS WOOD TRUSSES BALCONY COVERED PATIO 48 SF 48 SF 48 SF 248 SF 248 SF 248 SF VICINITY MAP &t«:h --t,r:>t.;,»te~'" cao>bM \ 5 · ·. 'e, FWY ~--_,----- _i.'J'"i"<'J., ;f ;-,~""' E.'<'l' -- ---'q ,. \ SITE c N % \ _,. ·(1~1< !':i> o~.;\.0'\1~<U __ , __ -__ P~<i '--'$ 1h-'-"'"" !::«-'"'' :,, • SHEET INDEX SHEET# SHEET NAME ARCHITECTURAL A-IN1.1 INDEX SHEET A-IN1.2 REVISED HISTORY LIST A-GN1.1 ABBREVIATIONS AND SYMBOLS A-GN1.2 FIRE PROTECTION R-3/U OCCUPANCY SEPERATION A-GN1.3 GENERAL NOTES A-GN1.4 GENERAL NOTES A-GN1.5 GENERAL NOTES A-1A1.1 PLAN 1A MISSION SLAB & FLOOR PLAN A-1A1.2 A-1A2.1 A-1A2.2 A-1A3.1 A-1A4.1 A-1A5.1 A-1A6.1 A-1B1.1 A-1 B2.1 A-1C1.1 A-1C2.1 PLAN 1A MISSION ROOF PLAN AND INSULATION PLAN PLAN 1A MISSION EXTERIOR ELEVATIONS COURTYARD WALL ELEVATIONS AND PLANS PLAN 1 BUILDING SECTIONS PLAN 1 INTERIOR ELEVATIONS PLAN 1 UTILITY FLOOR PLANS PLAN 1 FLOOR & ELEVATION OPTIONS PLAN 1 B ITALIAN TUSCANY PARTIAL SLAB, FLOOR, AND ROOF PLAN PLAN 1 B ITALIAN TUSCANY EXTERIOR ELEVATIONS PLAN 1 C ENGLISH COUNTRY PARTIAL SLAB, FLOOR, AND ROOF PLAN PLAN 1C ENGLISH COUNTRY EXTERIOR ELEVATIONS PLAN 1AX MISSION SLAB & FIRST FLOOR PLAN PLAN 1AX MISSION SECOND FLOOR & ROOF PLAN PLAN 1AX MISSION EXTERIOR ELEVATIONS COURTYARD WALL ELEVATIONS AND PLANS PLAN 1X BUILDING SECTIONS PLAN 1X INTERIOR ELEVATION FOR REFERENCE ONLY PLAN 1X UTILITY FLOOR PLANS PLAN 1X FLOOR & ELEVATION OPTIONS PLAN 1X QUALITY INSULATION A-1XA1.1 A-1XA1.2 A-1XA2.1 A-1XA2.2 A-1XA3.1 A-1XA4.1 A-1XA4.1 A-1XA5.1 A-1XA6.1 A-1XA7.1 A-1XB1.1 A-1XB2.1 A-1XC1.1 A-1XC2.1 PLAN 1 BX ITALIAN TUSCANY PARTIAL SLAB, FLOOR, AND ROOF PLAN PLAN 1 BX ITALIAN TUSCANY EXTERIOR ELEVATIONS PLAN 1XC ENGLISH COUNTRY PARTIAL SLAB, FLOOR, AND ROOF PLAN PLAN 1XC ENGLISH COUNTRY EXTERIOR ELEVATIONS PLAN 2A MISSION SLAB & FIRST FLOOR PLAN PLAN 2A MISSION SECOND FLOOR & ROOF PLAN PLAN 2A MISSION EXTERIOR ELEVATIONS PLAN 2 BUILDING SECTIONS PLAN 2 INTERIOR ELEVATION PLAN 2 UTILITY FLOOR PLANS PLAN 2 FLOOR & ELEVATION OPTIONS PLAN 2 QUALITY INSULATION A-2A1.1 A-2A1.2 A-2A2.1 A-2A3.1 A-2A4.1 A-2A5.1 A-2A6.1 A-2A7.1 A-2B1.1 A-2B2.1 A-2C1.1 A-2C2.1 PLAN 2B ITALIAN TUSCANY FIRST & SECOND FLOOR PLAN PLAN 2B ITALIAN TUSCANY EXTERIOR ELEVATIONS PLAN 2C ENGLISH COUNTRY FIRST & SECOND FLOOR PLAN PLAN 2C ENGLISH COUNTRY EXTERIOR ELEVATIONS PLAN 3A MISSION SLAB & FIRST FLOOR PLAN PLAN 3A MISSION SECOND FLOOR & ROOF PLAN PLAN 3A MISSION EXTERIOR ELEVATIONS PLAN 3 BUILDING SECTIONS PLAN 3 INTERIOR ELEVATION PLAN 3 UTILITY FLOOR PLANS PLAN 3 FLOOR & ELEVATION OPTIONS PLAN 3 QUALITY INSULATION A-3A1.1 A-3A1.2 A-3A2.1 A-3A3.1 A-3A4.1 A-3A5.1 A-3A6.1 A-3A7.1 A-3B1.1 A-3B2.1 A-3C1.1 A-3C2.1 PLAN 3B ITALIAN TUSCANY PARTIAL SLAB, FIRST, SECOND AND ROOF PLAN PLAN 3B ITALIAN TUSCANY EXTERIOR ELEVATIONS PLAN 3C ENGLISH COUNTRY PARTIAL SLAB, FIRST, SECOND, AND ROOF PLAN PLAN 3B ENGLISH COUNTRY EXTERIOR ELEVATIONS A-4A1.1 A-4A1.2 A-4A2.1 A-4A3.1 A-4A4.1 A-4A5.1 A-4A6.1 A-4A7.1 A-4B1.1 A-4B2.1 A-4C1.1 A-4C2.1 PLAN 4A MISSION SLAB & FIRST FLOOR PLAN PLAN 4A MISSION SECOND FLOOR & ROOF PLAN PLAN 4A MISSION EXTERIOR ELEVATIONS PLAN 4 BUILDING SECTIONS PLAN 4 INTERIOR ELEVATION PLAN 4 UTILITY FLOOR PLANS PLAN 4 FLOOR & ELEVATION OPTIONS PLAN 4 QUALITY INSULATION PLAN 4B ITALIAN TUSCANY PARTIAL SLAB, FIRST, SECOND, AND ROOF PLAN PLAN 4B ITALIAN TUSCANY EXTERIOR ELEVATIONS PLAN 4C ENGLISH COUNTRY PARTIAL SLAB, FIRST, SECOND, AND ROOF PLAN PLAN 4C ENGLISH COUNTRY EXTERIOR ELEVATIONS A-AD1.1 DETAILS A-AD1.2 DETAILS A-AD1.3 DETAILS A-AD1.4 DETAILS A-AD1.5 DETAILS A-AE1.1 ENHANCED ELEVATIONS A-AE1.2 ENHANCED ELEVATIONS A-AE1.3 ENHANCED ELEVATIONS A-AE1.4 ENHANCED ELEVATIONS STRUCTURAL SN-1 STANDARD NOTES SN-2 STANDARD NOTES SN-3 STANDARD NOTES S1.1.0 FOUNDATIONA S1.1.1 FOUNDATION BAND C S1.2.0 FLOOR FRAMING A S1.2.1 FLOOR FRAMING BAND C S1.3.0 ROOF FRAMING A S1.3.1 ROOF FRAMING BAND C S14.0 OPTIONS. S2.1.0 FOUNDATIONA S2.1.1 FOUNDATIONBANDC S2.2.0 FLOOR FRAMING A S2.2.1 FLOOR FRAMING BAND C S2.3.0 ROOF FRAMING A S2.3.1 ROOF FRAMING BAND C S2.4.0 OPTIONS. S3.1.0 FOUNDATION A S3.1.1 FOUNDATION BANDC S3.2.0 FLOOR FRAMING A S3.2.1 FLOOR FRAMING BAND C S3.3.0 ROOF FRAMING A S3.3.1 ROOF FRAMING BAND C S34.0 OPTIONS. SD1 SD2 SD3 SD4 SD5 SD6 FOUNDATION DETAILS STANDARD FRAMING DETAILS ROOF FRAMING DETAILS DRAG DETAILS FLOOR DETAILS MISC. DETAILS TITLE 24 T24-1 T24-1.1 T24-1X T24-2 T24-2.1 T24-3 T24-4 T24-4.1 T24-MM PLAN 1 PLAN 1_MUD ROOM PLAN 1X PLAN 2 PLAN 2_MUD ROOM PLAN 3 PLAN 4 PLAN 4_MUD ROOM MF-1R BUILD IT GREEN BIG-1 ALL PLAN TYPES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: INDEX SHEET SHEET NUMBER: A-IN1.1 PLOT DATE: 00-00-00 f._ ' 1'-711'' ------------------,----- I o I ' "' I 1..- --' ------------7 /[_ __ ' " CONTINUE CONC_ SLAB / @ FIREPLACE OPTION AJC PAD VERIFY LOCATION WI GENERAL CONTRACTOR b ' [] ' ' \ ,I _j_ -( r ~ 25' - 2 1/2" I 40'-0" • 1/4.12 PATIO SLAB PATIO FF -3" '-''''''-''''''.;'1 FF +0" AT EXTERIOR LANDING: 7-1/2" MAX 2" MIN BELOW SCREED b ' VERIFY ELECTRICAL REQUIREMENTS AT KITCHEN ISLAND W/ GENERAL CONTRACTOR 14'-91/2" 6' -0" 4' -2" -----------. . . GONG STOOP@ FRENCH DR OPTION • 114 12 4 SLAB ON GRADE (REFER TO STRUCTURAL DRAWINGS BY OTHERS) FF +0" 4'-8" b ' ' ''"~+0' ~l-75" ~---. __ . STAll OF GARAGE SLAB SLOPE AT EXTERIOR LANDING: 7-112" MAX 2" MIN BELOW SCREED 1/8 12 • GARAGE SLAB I AT EXTERIOR LANDING. 7-1/2" MAX 2" MIN BELOW SCREED CONCRETE DRIVEWAY PORCH SLAB I ':'~-I -L-4-----------~ 1'-6'' 12'-0" 2' -8'' 4'-0" " 2'-6'' 16'-0'' 2'-6" 40'-0" SLAB PLAN 3/19/2013 1:12:08 PM '1.\ --4'-0"x3'-0" CONC. STOOP b ' b ' b ' b ' 1/4"= 1'-0" 21 OPT. TRELLIS OPT COVERED PATIO ro ' "' ~ A/C PAD VERIFY LOCATION W/ GENERAL CONTRACTOR A ~6\.. A-1A3.1 ,' ·----/ ~ ~ ~ ~ "' ' ~ N N ~ . ~ "' ' b N I /----, I i' 2 \ 'A-1A61 ! I >~< (-------~-----__'\ -------j 'A-1A61 1 I 40'-0" 25' -2112" / 6' -8" 6'-1" 6' -1' 6'-41/2" 1----1---------------- ,---- I I I I I I I ------------ ------------ :n:-111 rll.ll I OPl. 9'-0" CLG -----~--, _____ _L_ I ' -1 I I I ~ Ill ' II I [2o5 I"2CC05" I •UULL 6080 ? 6080 j? I j -~-=-=_=_= _JTI/l:"_ "_E":_OO<_LJ_;:; -~;:;_ =-~O~P~T;;1;;8_';;·;;0;;"B:_I-~F;:;O;:;L_D~D~O-O~RS;;_ ~~-;;_~_l_:OOO:_ ~=-Jr:OOOOO<_rf~rf_:l_ 7'-41/2" I I J_ _/ 14'-91/2" / MBR 7' -5" II I. ,_ _L; 9'-0" CLG I -----' -I . I Giilt I I [] 3o46 SH 2'-7" s 0 ,;, 4' -0" 1~?1 y CJ()CJ _.-· 1: : ...... CL()() I I I 219 I, 3050 SH I OPT DEN I /--1~-...___\ I I ·~ ·. A-1A6.1 1 243 -+- ' I I I I 3'-1" • 11'-81/2" BR3 9'-0" CLG 11'-81/2" - GRAND ROOM 10'-0" CLG :: 2'-5" 1'-10"2'-31/2" 3' -0" 1' -2 4'-1" 16'-0" b f._ ' LAUNDRY 9'-0" CLG 3'-8" '2'-0"1'-8112" 2' 8" 5'-8" ,_ ' "' ' II " sfo" cf8 0 ~ J 9'-0" ILG -~ r- "' 3' -8" ·, ' ' ------ n II / / / OPT. MUDROOM ' t:::======= II 11' -9" ! --------·------/. OPT. MUDROOM @5] GARAGE 9'-0" CLG 20'-0" x 20'-0" CLR. MIN. SEE SHEET A-GN1.2 FOR FIRE PROTECTION REQUIREMENTS 226] I 205 t- 1208 f--- 5'-51/2" WIC 9'-0" CLG ' 9'-3" -"' ' 214 ;-./ 1 · - 5 1 ~.. 3' _ 1 0" =2=.rJs4.4. m--j 21""4·· _ 8" 6'-81/2" 21'-0" I • "' ' BR2 9'-0" CLG b ' ~ ' I• T SH 1-k-I! I 219 __ / 3'-21/2" ~2'-9112" 1'-7" / 2'-91/2" 3'-21/2" 12'-0" I" ~. PORCH~ ' " ;:. -~V?~ 4'-0" 7'-0" ,-4" :' 2' -6" ~/ / 40'-0" 214 ___, ' 16'-0" 2'-6" / / 21'-0" FLOOR PLAN ......................... 'k ~ "' ' b N b ----, '; ·._ ~ 0 ~ ~ ~ N ~ ~ N I 1/4"= 1'-0" 6 FOR: REFER TO. SYMBOLS AND ABBREVIATIONS SHEET A-GN1.1 FOUNDATION INFORMATION FRAMING INFORMATION ELECTRICAL INFORMATION A-IN1.1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS. GENERAL NOTES SECTION3A STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN11 (INDEX) ELECTRICAL PLANS A-GN1 1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1 1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH GENERAL NOTES SECTIONS 9, 1 OA SCHEDULE EXT. HARDSCAPE, LANDSCAPE DRAWINGS BY OTHERS STEPS. PLANTERS, CIVIL DRAWINGS BY OTHERS ETC FIREPLACE INFORMATION A-GN1 1 AND GENERAL NOTES SECTIONS 10A NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE AL TERANATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES THIS PROFILE IS FOR DIMENSIONAL INFORMATION ONLY REFER TO DRAWINGS BY OTHERS FOR ALL STRUCTURAL INFORMATION. STRUCTURAL ENGINEER SHALL PROVIDE ARCHITECT WITH FINAL DRAWINGS PRIOR TO CONSTRUCTION. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ENTRY PORCHES, PATIOS, STOOPS, WALKS DRIVEWAYS, WALLS. STEPS, ETC_ NOT SHOWN HERE REFER TO CIVIL DRAWINGS FOR ALL BUILDING LOCATIONS. GRADING, AND FINISH FLOOR ELEVATION INFORMATION_ NOTE· WATER WILL BE DRAINED AWAY FROM THE BUILDING AT LEAST THE FIRST 10'-0" WITH A MINIMUM GRADE OF 6". SEE CIVIL DRAWlNGS FOR DRAINAGE INFORMATION AND ALTERNATE DRAINAGE METHODS WHERE THIS REQUIREMENT CAN NOT BE MET BECAUSE THE DISTANCE BETWEEN THE STRUCTURE AND THE PROPERTY LINE IS LESS THAN 10' 2010 CRC R401 3_ FOUNDATION NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1 THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS, 2010 CRC R310.1 2. SHEET ROCK NAILING INSPECTION IS REQUIRED, 2010 CRC R1 09.1.4.1 AND 2010 CBC 110.3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702.3.5. 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT 2010 CMC 916_1 & 916_2 4_ THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE_ THE GARAGE AND ITS ATIIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING, 2010 CRC R302 5 & R302 6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS, 2010 CRC R702 4 2 6_ ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 205 206 208 209 210 214 215 217 219 222 223 224 225 226 227 242 243 415 FLOOR PLAN NOTES TEMPERED GLASS +36" COUNTER W/2X6 WALL BELOW, COUNTER MATERIAL PER CLIENT AND INT. DESIGN PACKAGE SHELF AND POLE 1-3/4'' THK SOLID WD_ TIGHT FITIINGDOOR W/ SELF CLOSURE AND SELF LATCH 22"X30" TYP. A TIIC ACCESS 14"X6" CORROSION RESISTANT EXHAUST VENTS (2) LOCATIONS 6" MAXIMUM ABOVE SLAB ROLL UP GARAGE DOOR SEE 29&30/A-AD1 _2 4" DIA. DRYER VENT TO OUTSIDE AIR THROUGH ROOF 14' RUN MAX EGRESS RECESSED MEDICINE CABINET MIRROR PER CLIENT TANKLESS WATER HEATER. ATTACH AND VENTILATE PER MNFR INSTRUCTIONS_ (RINNAI VALUE SERIES #751) 1 LAYER 5/8" TYPE "X" AT CEILING OF GARAGE TYP. ENCLOSED BUILT-IN SHOWER WITH BENCH SEAT. FRAMELESS GLASS DOOR, HARDWARE, FIXTURE AND SHOWER WALL FINISH MATERIAL PER CLIENT AND INTERIOR DESIGN PACKAGE TUB PLATFORM SURFACE MATERIAL PER CLIENT AND INTERIOR DESIGN PACKAGE SOFFIT 0/ GARAGE DOOR, SEE EXTERIOR ELEVATION FOR HEIGHT AND DETAIL TILED TUB SHELF OPT FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +Pl./INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMPr PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BYr Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 1A MISSION SLAB & FLOOR PLAN SHEET NUMBER: A-1A 1.1 PLOT DATE: 00-00-00 "'-- 1 ' I I ~VERE~P~A:IO OPTION ·. A-113·;--~ !-' ~~ --~ ··~JA61' / / / / / / / / / / / --/---- ~============================================~1 '· A-1A31 _j_ .1. 3/19/20131:12:10 PM ......... 4:12 RIDGE 4:12 • VALLEY y I I I I / I / ( / / / / A-AD1.1 '·----- .1. .1. 303 302 / / / / / / / u - / / / / • 3.5" 12 ' / I I -- 3.5:12 ~· / --/- / / / / 0 3_5:12 / / / 4- / / AREA 1 • 25 . A-AD11 ··-·· '"' . ·. A-AD1.1 w (9 0 0: ROOF PLAN _________ _/ I ..-*---j305_3 - 1/4" = 1'-0" 21 I -- l J - II . ( . - ..... . .. ·•· . . . ) .... ·· .. · ... I c·~·> _L__ -------- -- -- l -: --'" . -- ·r· (/ .. ·· II •••lr/ '·/···················· • ' l ........... . ·----------- NO INSULATION INSULATION AT MUDROOM OPTION .. 0/////////////// //~I .. ··. ·. INSULATION PLAN o--403 ... '1 1/4" = 1'-0" 6 FOR: SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION REFER TO. SHEET A-GN1.1 A-INU (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS. GENERAL NOTES SECTION3A FRAMING INFORMATION STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECT! ON 6A ELECTRICAL INFORMATION A-IN11 (INDEX) ELECTRICAL PLANS A-GN1.1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1 1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH GENERAL NOTES SECTIONS 9, 10A SCHEDULE EXT. HARDSCAPE, LANDSCAPE DRAWINGS BY OTHERS STEPS, PLANTERS. CIVIL DRAWINGS BY OTHERS ETC_ FIREPLACE INFORMATION A-GN1.1 AND GENERAL NOTES SECTIONS 10A NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE ALTERANATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1. TOTAL ATTIC SPACE CALCULATION: A 2,500 SQ. FT X 144 = 360,000 SQ. IN OF ATTIC 2. TOTAL VENTILATION REQUIRED: A 360.000 SO. IN I 300 = 1200 TOTAL SQ_ IN OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) 302 303 304 305_3 305.4 403 (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN. HIGH VENT REQUIRED= (1200 X 50%= 600 SO. IN.) A. HIGH VENT REQUIREMENT: 6 OHAGIN VENTS AT 100 SO. IN EA = 600 SQ_ IN OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 6 OHAGIN VENTS AT 100 SQ. IN EA = 600 SQ. IN OF LOW VENTILATION PROVIDED C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 600 + 600= 1200 SQ. IN OF VENTILATION PROVIDED ATTIC VENTILATION CALCS GUTTERS, TYP DOWNSPOUT, TYP. OHAGIN ROOF VENT, 100 SO IN OF VENTILATION PER VENT, H HIGH VENT L: LOW VENT TRUSS HEEL, 1'-5" TYP_ ARCH HEEL 12" 4·12 TRUSS HEEL, 2'-9" TYP. ARCH HEEL 2'-4" 4:12 INSULATION: EXTERIOR WALLS PER ENERGY CALCULATIONS KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 1A MISSION ROOF PLAN AND INSULATION PLAN SHEET NUMBER: A-1A1.2 PLOT DATE: 00-00-00 fj ---------, k-1 .0\----';)!~, I V'' ' ~'~~s· ------. -0" ! / -------...._ / /' I ·) ....... ~~1 ~10" -----------v SEE PLAN ·-/ ------------------··f·· WING WALL 3/19/2013 5:13:14 PM OJ OJ t 6 ·. A-AD1.3 SILL JAMB HEAD 1/2" = 1'-0" 28 /--~. ' 5 \ ---------------] A-AD1.4 '~---/ -:,_:- 1 11 ' A-AD1.3 . ------- 20 A-AD1.1 A-AD1.1 --------/ 25 A-AD1.2 302 1 -( .. ·-c+-'-"-' FLR T.O.P. ----1 415 1 HDR "'- . ~ 0 Cn "' REAR ELEVATION 1/4"= 1'-0" ! OJ ' - •--1··_ "i --. A-AD12 ----_ A-AD1.1 ·----·- 10 ·. A-AD1.3 / --" / 1 ' A-AD1.1 ', ----_/ I 1-- - - --1 ~" 14151 27 -,\ A-AD12 ! ~ OJ ' A-AD1.3 ~ rn I 19 ! 20 A-AD1.1 I [[] . 6 I A-AD1.3 IJ~i • • . 24 \_/ 25 28 A-AD1 2 ' A-AD1 2 A-AD1.2 SILL JAMB HEAD b ' TO.P .. ·······'j--y;' ~t--I ---"'"::4-L- HOR 1 ·. A-AD1.1 ' /.-----2s--~\., . A-AD1.2 ', A-AD1 2 ' A-AD1 2 ;, A-1A21 _; I / ', / 24•/25 26 '-Ac--Ac-0-12.J\--A-AD1.2 A-AD1 2 I SILL JAMB HEAD 12 3.5 3' -0" 302 . ~ /~;-~'\\ A-AD1.4 ', 12 3,5 3 ' A-ADU ' ' "' ,----1-----------!=---------------------____ ·_··-:-' ;§ (lFT,I . 'II 3'-0" TRUSS HEEL ~ ~ HDR LEFT ELEVATION ~-'1,S_o_T FLR T_.O_P_. _ FIN. 1ST FLOOR RIGHT ELEVATION b ' . ~ 111 ir• :W 1ST FLR T.O.P. ~---'FC"IN._1§T FLOOR 1/4" = 1'-0" 1/4"= 1'-0" TOP OF RIDGE / -"" ,/ 6 \ A-AD1.4 ' '-,_ _____ / -3021 -3031 HEEL ---a GARAGE HDR LANTERN HEIGHT ' 29 A-AD1.2 . ' . ~ ~_1.,ST FLR T.O.P. FIN. 1ST FLOOR FRONT ELEVATION 1/4" = 1'-0" 8 6 NOTE: FINISH MATERIALS SHALL COMPLY WITH CGBC 4.504.2 EXTERIOR MATERIALS: 1_1 3-COAT STUCCO, REFER TO COLOR SCHEMES 1.2 MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215, REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS 1.3 SOFFITS/BOTTOM OF CANTILEVERED AREAS: 3-COAT STUCCO, REFER TO COLOR SCHEMES TRIM: 2.1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTIERS AND DOWNSPOUTS: 3.1 ALL ROOFS TO BE GUTTERED WITH DOWN SPOUTS VVlTH CORROSION RESISTANT MATERIAL ROOFING: 5.1 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS: BY BORAL ROOFING, ICC# ESR 1647, COOL ROOF, REFER TO COLOR/MATERIAL SCHEMES 6.1 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS. REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS_ NOTE 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED 302 303 400 415 TO BE INSTALLED OVER WOOD SHEATING, 2010 CRC. R703_6 3 GUTIERS, TYP. DOWNSPOUT, TYP. ELEVATION NOTES ROOFING: LIGHTWEIGHT CONCRETE S-TILE ROOF AT MISSION AND ITALIAN TUSCANY & CONCRETE FLAT TILE AT ENGLISH COUNTRY-SLOPES SHOWN ON ELEVATION, U.N.O OPT FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION KEYNOTES 4 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +Pl./INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 1A MISSION EXTERIOR ELEVATIONS SHEET NUMBER: A-1A2.1 PLOT DATE: 00-00-00 3/19/20131:12:18 PM _·--. .. -::- '! : _______________ b_ __ _ ..•.......... _·,,,,,,,, :)/·/·/·//·//·/·/·//·//·/·/·//·//·/·/·//j/·/·//·//·/·/·//·//·/·/·//·//·/·/·/' ;; • . : ''" --------------c_::-+· •_-_-_-_-_-_-_-_-_-,_-_-_-_-_-_-_-_-_-, '----_-_-_-_-_-_-_-,_-_-_-_-_-_-_-_-_-,••.--__j '" "' ' "' ' (0 --"~------ ~ ~ ~ ~ ~ 0 ' ~ 00 ' f.- ~ ~ ~ ~ ~ 0 ' ~ 00 ' f.- 0 ' "' I 1'-5" 1'-5" / / / 12'-01/2" 2'-10" 3'-8" '-11/2" 20'-8" / ' '---F"··-·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.:.:. ' i 0 ' "' / . ' IF='== ------------------------------------------____ I 1'-5" 1'-5" / / / 12'-3" 2'-10" 3'-8" 2'-4" 21'-1" ...... ::::::::::::::::~ ___ 1~----- 0 ' 9" " r ~r-------------~----- 1'-5" 1'-5" 12'-3" 2'-10" 3'-8" 2'-4" 21'-1" m . !. ·----- ________ -.---" 1ST FLR T.O.P. . '< MISSION ELEVATION AND PLAN COURTYARD WALL ---------- _1=ST FLR T_Q_p_ _.QFIN"C_. 1ST FLOOR ITALIAN TUSCANY ELEVATION AND PLAN COURTYARD WALL __ ----~-,~-~----r=:~=~'"-c=:~=-"c:-----------ri r :;":·---•••••----•••••••••••••••••••-----•••••-----••••••••••••••••••-----•••••----•••••••••••••••••••-----••••-----•••••••••••••••••••-----••••-----•••••••••••••••••••, ~-:_ : ; : . l I : """""""'"' """""""'"' !!!!!!!!!/, ENGLISH COUNTRY ELEVATION AND PLAN COURTYARD 1ST FLR T.O_P_ 1/4" = 1'-0" 5 1/4" = 1'-0" 3 1/4" = 1'-0" 1 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP; PROJECT NAME PROJECT MANAGER VA PROJECT DESIGNER DP DRAWN BY; Bl, MM PROJECT NUMBER; 12046 REVISIONS; BID SET SHEET TITLE: COURTYARD WALL ELEVATIONS AND PLANS SHEET NUMBER A-1A2.2 PLOT DATE: 00-00-00 3'-0" 3'-0" /······················/······················/ "' ' "" ' / / ~~ -------------------------------------,,, II -------------------------------------,1 b ' 2'-6" 2· -6" 1 ' 1 MUDROOM SOUTH 3'-0" 3'-0" "' ' N ' b ' MUDROOM EAST 3/19/2013 1:12:28 PM lrtJ o 11 COUNTERTOP & RETURNS PER CLIENT & INT. I DESIGNER PACKAGE U LJ 1/2" = 1'-0" / / COUNTERTOP & RETURNS PER CLIENT & INT. DESIGNER PACKAGE 1/2" = 1'-0" 27 26 303 f----11 -----~! b ~ ' / / FL VVP ' STO CAN p OPT PEND. ff-, :1----r=- !;"'\\ FL WP jdj_ STD CAN OPT_ PEND OPT. 18'-0" 81-FOLD DOORS FLOOR PLAN r;; FLWP \d/ STD CAN OPT PEND NOTE: REFER TO SHEET A-1A1 2 FOR ATTIC VENT CALCULATIONS A-ADU . • 3 5:12 UJ (9 0 0:: / tt /,_ .... "::-.Y / //25" ..:,.'?' / ·. MDI.I / -------" • 3.5.12 . / ---io--'. '· A-AD11 , -, __ ROOF PLAN-TYP. FOR ALL ELEVATION STYLES f((T !':.wz ~~~6 .......... ±t't JL ...... JI:~ lL . i z ., ' "' ··············································································~,-cu.-~ -__.-----LOCATE SWITCH 8"MAX TO ENTRY/DOOR JAMB L ::::: ::::: ::::: ~:.:_ I DEN 9'-0" CLG ~ -.J. 8'-0" H THREE CENTERED ARCHED SOFFIT@ 2x8 WALL OR PR 3'-0"x?'-0" FRENCH DOORS @ 2X4 WALL 0 -...... ' >-1 "' I c===~-= I ALIGN-- FLOOR PLAN -OPT. DEN 1/4" = 1'-0" 16 12 3.5 12 b ' ' ~~~~~~~~~~~~~~~~~~====~==========~========~~====~~~==$=~====~~HEE~L~:T- rnrn 12 rnrn ---j 3031 rnrn .. _ 8x42 BELOW II 5 H ' II il ~ u c II ' __ : · .. _ 4'8@30"0C II "" ' , s r n ' II OPT. 18'-0" Bl FOLD DOORS FLOOR PLAN FIN. 1ST FLR '-c----- FIN.~A~---·· INTERIOR ELEVATION _--1'-71/2" SIDE EXT. ELEVATION f ' 7 ' A-AD14 . 5'-3" 1 FRONT EXT. ELEVATION NOTE SEE 21/A-1A61 FOR SLAB INFORMATION 3x3@ 42" O.C. b ' b ' OPT. FIREPLACE '-' '-' I I I I I I I I I I I I I I I I I I .. lft-0".1' II II II II II II II II II II 1ST FLR~O.P. 0... ~ I ~ ' "' b 1A MISSION REAR ELEVATION 12 . ~ 0 ' ' "' "' T.O.P. 18 ITALIAN TUSCANY REAR ELEVATION 12 Is 12 · ·. 1e· -o· :EXTENTS_ II II II II II II II II II II b ' ~ HEELr '-C'-,--- 1C ENGLISH COUNTRY REAR ELEVATION OPT. COVERED PATIO 1/4"= 1'-0" 4 8'-0" ----------------------------------------------------------------------------------------------------------------------------------------------~- EXTENTS OF OPT BIFOLD DOORS c HI 1::: 1 1 ::1.. H H.................... !:::!................... !:1 H H ................... . '-} ·.'1 I --+ ·.'1 I " GRAND ROOM 10'-0" CLG 1/4" = 1 '-0" '1 II 'I .I 'I .I 'I .I 'I I ,_·I I 'I I ELEVATION OPT. TRELLIS STANDARD DOOR (SELF CLOSURE AND SELF LATCH NOT REQUIRED AT THIS DOOR FOR MUDROOM OPTION) MUDROOM \ 1-314" THK. SOLID WD TIGHT FITTINGDOOR W/ SELF CLOSURE AND SELF LATCH 6 OPT. MUDROOM 9"-0'" CLG -----"·-\ ___ ,j TO GOO TO CEILING MOUNTED LIGHTS "' ' 1/4" = 1'-0" 1/4"= 1'-0" 3 2 1 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE 714.427.6868 FAX1 714.427.6869 ARGHI-IF..CI-URE +Pl./INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE PLAN 1 FLOOR & ELEVATION OPTIONS SHEET NUMBER: A-1A6.1 PLOT DATE: 00-00-00 COVERED PATIO OPTION '/ 3 '\ ' ' 'A-1A61 i ,-------------------------------~r---------------------------------- l .. I 3/19/2013 1:12:30 PM c-- / / / / / --7 / / / /--- ~============~==============================~i LJJ <C) 0 0:: ---- / ~---" / ' / / / / I / ( ' / / / 20 / / ·•· 3 512 / ' / ' / I I '----------------i--- A-AD1.1 3.5:12 • '=cF==r=:?( I • I 13boi~ I I --/- / / / / / / / / 4- AREA 1 20 : AAD1.1 ' I A-AD1.1 / / / / / w <C) 0 0:: / 3.5:12 • • 3.5. 12 3051] ROOF PLAN __ -+--f:io:i 1 ~ ~I 1/4" = 1'-0" 21 ~ ~ ~ N VENEER STOP ~ '" ' I I , _________ ' ----------·: ~ '--------'1---+-~ 1'-9" 1 8'-6" /1'-9"/( .,_ ...... _~. I "' I I . / / / .··.···.··· BR2 9'-0" CLG KiTCHEN """-""''-""''-""''-"'"" ,-.. ---. "' " ~-_. . -·~-" ' .;_:: ,' '-. ' I H FOYER 9'-0" CLG '·'· ;; I II ----------------------'=--(:+'CH :::; J~>:-, NOTE: SEE SHEET A-1A1.1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE I SLAB PLAN 1/4"= 1'-0" \ ------- . . .. • •-----------!----------- . N . :J ~----------~,~======~ / ,_, .. GARAGE 9'-0" CLG ·/ _____ ......... ··· // / -------_j ~ N NOTE SEE SHEET A-1A1 1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE I FIRST FLOOR 1/4"= 1'-0" 9 6 FOR: SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION REFER TO. SHEET A-GN1 1 A-IN1 1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS. GENERAL NOTES SECTION3A FRAMING INFORMATION STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A ELECTRICAL INFORMATION A-IN11 (INDEX) ELECTRICAL PLANS A-GN1 1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ INTERIOR SHELF INFORMATION A-GN1.1 AND FLOOR PLAN INTERIOR FINISH SCHEDULE GENERAL NOTES SECTIONS 9, 1 OA EXT. HARDSCAPE, STEPS, PLANTERS, ETC. LANDSCAPE DRAWINGS BY OTHERS CIVIL DRAWINGS BY OTHERS FIREPLACE INFORMATION A-GN1 1 AND GENERAL NOTES SECTIONS 10A NOTE· EXTERIOR ELEVATION 'A' SHOWN SEE ALTERANATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL I 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1 THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS. 2010 CRC R310_1 2 SHEETROCK NAILING INSPECTION IS REQUIRED, 2010 CRC R109 1.41 AND 2010 CBC 1103.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE. 2010 CRC TABLE R702 3 5_ 3 THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916.2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE. THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING 2010 CRC R302.5 & R302.6 5 THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS_ WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITIED TO BE USED IN THESE LOCATIONS, 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1. TOTAL ATTIC SPACE CALCULATION: A 2,500 SQ. FT X 144 = 360,000 SQ. IN. OF ATIIC 2. TOTAL VENTILATION REQUIRED: A 360,000 SQ. IN I 300 = 1200 TOTAL SQ_ IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) 219 302 303 304 305.1 305.3 305.5 (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN. HIGH VENT REQUIRED= (1200 X 50%= 600 SQ. IN.) A. HIGH VENT REQUIREMENT: 6 OHAGIN VENTS AT 100 SQ. IN. EA. = 600 B. LOW VENT PROVIDED: SQ. IN. OF HIGH VENTILATION PROVIDED 6 OHAGIN VENTS AT 100 SQ. IN EA.= 600 SQ. IN OF LOW VENTILATION PROVIDED C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT)= 600 + 600= 1200 SQ. IN OF VENTILATION PROVIDED ATTIC VENTILATION CALCS EGRESS GUTTERS, TYP. DOWNSPOUT, TYP_ OHAGIN ROOF VENT, 100 SO IN OF VENTILATION PER VENT H: HIGH VENT, L LOWVENT TRUSS HEEL, 7 1/2" TYP. TRUSS HEEL, 1'-5" TYP. ARCH HEEL 12" 4·12 TRUSS HEEL. 3'-0" TYP. ARCH HEEL 2'-7" 4:12 KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP• PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY• Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE PLAN 1 B ITALIAN TUSCANY PARTIAL SLAB, FLOOR, AND ROOF PLAN SHEET NUMBER: A-1 81.1 PLOT DATE: 00-00-00 3/19/2013 1:12:34 PM /,--7---,' ', A-AD1.1 , 3.5 rnrn 6 24 12 .,_ 25 ' \.' A-AD1.3 A-AD1 2 !. A-AD1.2 '---~/ 26 A-AD1.2 -------· 303 1-----11----l•.f A-AD13 ----- 25 . A-AD12 11 26 ·, . A-AD1.3 ·. A-AD1.2 ' ---- REAR ELEVATION 12 3.5: 1------ 1 27 '. A-AD1.2 . 3.5 7 'A-AD11 . A-AD1.1 12 --·:-:··_-_28-.\-_:---- -' A-AD1.2 ' 10 ' ·. A-AD1.3 ---- 1ST FLR T.O.P. o, ' -------415 1/4"= 1'-0" 19 20 A-AD1.1 rn 7 20 ' A-AD11 rn 6 . 12 A-AD1 3 A-AD1.2 ·-. ·-. - -·------ 12 12 3.5 13 14 A-AD1.2 A-AD1.2 ---- HEEL ' T.O.P.@ BAY 0 "' ' "' 8 ·. A-AD1.1 , HDR . _____ _._-_-_--_---_, ___ _ -------:.-_:::-.-_--_:_:_:_-_-------~::·:-- rn rn 7 ---------------< ' A-AD1.3 '- 14 24 A-AD1.1 A-AD1.1 •, ______ / ' 13 23 'A-AD1.3 . A-AD1.2 ·. A-AD1.1 , I 15 16 . A-AD1 2 ·. A-AD1 2 ·. A-AD12 12 13 A-AD1.1 12 12 I I DD 22 ·-/--------./ 21 \ 7 ' ', A-AD1.2 A-AD1.2 '· A-AD1 3 ' ·-· -- -- ' ' ro, 1ST FLR T 0 P_ FIN. 1ST FLOOR LEFT ELEVATION --------1 302 1 ___ 1 S_I_FLR TO P_ FIN. 1ST FLOOR RIGHT ELEVATION 12 35 1/4"; 1 '-0" 1/4"; 1'-0" 30 ·, A-AD1.2 3'-0" 6 A-AD1.3 TOP OF RIDGE 'A-AD14 ' ·-~--------- -:io:i 1 29 "' b ' ', A-AD1 .2 I Co 1ST FLR T.O.P. o, ' FRONT ELEVATION 1/4"= 1'-0" 8 6 NOTE: FINISH MATERIALS SHALL COMPLY WITH CGBC 4.504.2 EXTERIOR MATERIALS. 1.1 3-COAT STUCCO, REFER TO COLOR SCHEMES 1.2 MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215. REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS 1.3 TRIM SOFFITS/BOTTOM OF CANTILEVERED AREAS. 3-COAT STUCCO. REFER TO COLOR SCHEMES 2.1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTTERS AND DOWNSPOUTS· 3.1 ALL ROOFS TO BE GUTTERED WITH DOWN SPOUTS WITH CORROSION RESISTANT MATERIAL ROOFING: 5.1 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS: BY BORAL ROOFING. ICC# ESR 1647, COOL ROOF. REFER TO COLOR/MATERIAL SCHEMES 6.1 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS: REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS . NOTE· 2 LAYERS OF GRADE 0 BUILDING PAPER IS REQUIRED 302 303 400 415 TO BE INSTALLED OVER WOOD SHEATING. 2010 CRC, R703.6.3 GUTTERS, TYP. DOWNSPOUT, TYP. ELEVATION NOTES ROOFING: LIGHTWEIGHT CONCRETE S-TILE ROOF AT MISSION AND ITALIAN TUSCANY & CONCRETE FLAT TILE AT ENGLISH COUNTRY-SLOPES SHOWN ON ELEVATION, U.N.O OPT FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION KEYNOTES 4 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +Pl./INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 1 B ITALIAN TUSCANY EXTERIOR ELEVATIONS SHEET NUMBER: A-1 82.1 PLOT DATE: 00-00-00 COVERED PATIO OPTION "'-- I ' I I L-" / / / / / / / ~========================================~/ 1 ... I 302 -~--1 3os_sf--+-<--' 3/19/2013 1:12:36 PM / w (9 0 0:: ' / / / I I L-" / / / '( I / / I / I / I / / I / ( ------ ' 30 I ·, '. A-AD1.1 30 ' ~: I A-AD1.1 bF==r=:!( I I' • I I I / / / ·•· 6'12 / ' " w (9 0 0:: I I ..... 6"12 • / / / / / " / / AREA 1 SIM. / 25-, ·. A-AD11 -/" / I / / I I I I / / / / / .--f3ci41 w (9 0 0:: 6:12 • • 6:12 / / ROOF PLAN .. ---1-j 303 1 ~ .. ,/ 1/4"= 1'-0" / 3 \ ' ' I A-1A61 l '-...._/ 21 VENEER STOP " ~k--- 1o ' ;:._ m I ' "' N o ~ 1o ' m N 1 ' I 1'-9" ' ''' . ' I / ', / 219 8' -6" ' ' ,, : •i): ' / BR2 9'-0" CLG 1'-4'}1'-6" 2'-10" / / 1'-9" 8'-6" 1' -9" KITCHEN 9'-0" CLG ' ' ' ' ~ -.-·· --!,'-----·-···· ' b ' "' '-6"11'-4" { 1'-9" ' ,., ~c" l FOYER 9'-0" CLG / ('I t I ' ' ,,• 4--:-:< '··'. '' ~·· '' : /, '' 1:' ·:; GARAGE 9'-0" CLG -~( -r, " _,'-l __ I NOTE: SEE SHEET A-1A1.1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE I SLAB PLAN 1/4" = 1'-0" ----· ..... .•· ! ' '···················· ' .... NOTE SEE SHEET A-1A1 1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE I FIRST FLOOR 1/4" = 1'-0" 9 6 FOR: SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION REFER TO: SHEET A-GN1 1 A-IN1.1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAVVlNG I DETAILS BY OTHERS. GENERAL NOTES SECTION3A FRAMING INFORMATION STRUCTURAL DRAWlNGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A ELECTRICAL A-IN1.1 (INDEX) ELECTRICAL PLANS INFORMATION A-GNU AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1.1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH SCHEDULE GENERAL NOTES SECTIONS 9 10A EXT. HARDSCAPE. STEPS, PLANTERS, ETC. LANDSCAPE DRAWINGS BY OTHERS CIVIL DRAWINGS BY OTHERS FIREPLACE INFORMATION A-GN1.1 AND GENERAL NOTES SECTIONS 10A NOTE· EXTERIOR ELEVATION 'A' SHOWN SEE ALTERANATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL I 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1 THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS. 2010 CRC R310.1 2_ SHEET ROCK NAILING INSPECTION IS REQUIRED. 2010 CRC R109_1 4_1 AND 2010 CBC 110.3.5. REFER TO G--6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702 3.5 3_ THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED OR 24" PROTECTED. AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT 2010 CMC 916_1 & 916.2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE. THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING, 2010 CRC R302.5 & R302.6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1. TOTAL ATTIC SPACE CALCULATION: A 2 500 SQ. FT X 144 = 360.000 SQ_ IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 360,000 SQ. IN. f 300 = 1200 TOTAL SO. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) 214 219 302 303 304 305.1 305 3 305.5 (ASSUMES CODE REQUIREMENT OF A MIN_ OF 50% HIGH VENT_ AREA PROVIDED TO BE A MIN OF 3' ABV EAVE VENTS) MIN HIGH VENT REQUIRED= (1200 X 50%= 600 SQ_ IN) A. HIGH VENT REQUIREMENT: 6 OHAGIN VENTS AT 100 SQ. IN. EA. = 600 SQ. IN. OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 6 OHAGIN VENTS AT 100 SQ_ IN EA.= 600 SQ. IN OF LOW VENTILATION PROVIDED C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 600 + 600= 1200 SQ_ IN OF VENTILATION PROVIDED ATTIC VENTILATION CALCS 14"X6" CORROSION RESISTANT EXHAUST VENTS (2) LOCATIONS 6" MAXIMUM ABOVE SLAB EGRESS GUTTERS, TYP. DOWNSPOUT, TYP. OHAGIN ROOF VENT, 100 SQ. IN OF VENTILATION PER VENT, H: HIGH VENT, L: LOW VENT TRUSS HEEL, 7 1/2" TYP. TRUSS HEEL, 1'-5" TYP. ARCH HEEL 12" 4·12 TRUSS HEEL. 3'-0" TYP. ARCH HEEL 2'-7" 4:12 KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE 714.427.6868 FAX; 714.427.6869 ARGHI-IF..CI-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP; PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY; Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE PLAN 1 C ENGLISH COUNTRY PARTIAL SLAB I FLOOR! AND ROOF PLAN SHEET NUMBER: A-1 C1.1 PLOT DATE: 00-00-00 rn UJH~.III 25 , A-AD1 2 ./" 24-,\./ 25-, / 26-6 \ ----------------1 A-AD1 2 ''· A-AD1.2 ' A-AD1 2 A-AD1 3 ', _____ / ' b b 302 ~ "' HEEL ~ HDR 3/19/2013 1:12:39 PM ------·t 7 ____·, A-AD1 3 REAR ELEVATION 14 I 1-----~ 25 ~ 415 26 A-AD1 2 A-AD1.2 ' A-AD1 2 10 , A-AD13 1/4" = 1'-0" 19 30 , A-AD11 OJ 30 A-AD11 ]] w 27 ', A-AD12 6 ' A-AD13 IJ w 6 ' A-AD1 3 13 HDR 8 12 1. 7 A-AD13 ' A-AD1 3 rn rn 10 (/;~\ A-AD1 4 ' 12 12 5 ., ' 11 1, I,. D 0 ' n , ' A-AD14 D [JD ~ 13 ' A-AD13 ' 22 23 24 A-AD12 " A-AD1 2 ., A-AD1 2 SIM HEEL HDR b ' "' "' 0 1ST FLR T O.P. FIN. 1ST FLOOR A-AD1 2 . A-AD1 2 . A-AD1 2 ' LEFT ELEVATION TOP OF RIDGE 12 HEEL b ' 1ST Fl_B_ T QE,_ HDR N ' ' ~ b "' "' 00 " FIN 1ST FLOOR RIGHT ELEVATION 0 0 1/4" = 1'-0" 1/4";;; 1'-0" 12 0 30 12 : A-AD12 ' A-AD11 0 0 TOP OF RIDGE LIGHT HEIGHT 302 303 '--'-c--+' ST FLR T 0 P D 0 0 FRONT ELEVATION 1/4" = 1'-0" 8 6 NOTE FINISH MATERIALS SHALL COMPLY WITH CGBC 4 504.2 EXTERIOR MATERIALS· 11 3-COAT STUCCO, REFER TO COLOR SCHEMES 1 2 MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215. REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS 1 3 TRIM: SOFFITS/BOTTOM OF CANTILEVERED AREAS· 3-COAT STUCCO, REFER TO COLOR SCHEMES 2 1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTTERS AND DOWNSPOUTS: 3 1 ALL ROOFS TO BE GUTTERED WITH DOWN SPOUTS WITH CORROSION RESISTANT MATERIAL ROOFING: 51 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS: BY BORAL ROOFING, ICC# ESR 1647, COOL ROOF, REFER TO COLOR/MATERIAL SCHEMES 61 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS NOTE 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED TO BE INSTALLED OVER WOOD SHEATING, 2010 CRC R703 6 3 ELEVATION NOTES I KEYNOTES 4 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CIURE ~ Pl/INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 1 C ENGLISH COUNTRY EXTERIOR ELEVATIONS SHEET NUMBER: A-1 C2.1 PLOT DATE: 00-00-00 -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------· -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------> ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~---~-~---~-~---~-~---~-~---~-~ -------------------------------------~-~---~-~---~-~---~-~---~-~ -----------------------------------------~-~---~-~---~-~---~-~---~-~-~ ... ~~~ 0 ' 1'-71/" +--t ~ 0 ' "' CONT!NUE CONC. SLAB / @ FIREPLACE OPTION _/ AICPAD . ·--D VERIFY LOCATION W/ GENERAL CONTRACTOR [] 0 3/19/2013 1:06:02 PM ' ' i\ I . i (_;::----:--:< ' '-~' I--- I I 25'-2 1/2" .-.... 1/4"12 ~---~-~~~~-~-~~ _____ I 40'-0" PATIO FF -3" FF +0" AT EXTERIOR LANDING: 7-1/2"' MAX 2" MIN BELOW SCREED VERIFY ELECTRICAL REQUIREMENTS AT KITCHEN ISLAND W/ GENERAL CONTRACTOR _l' ___ l I I L _______ j SLAB ON GRADE (REFER TO STRUCTURAL DRAWINGS BY OTHERS) FF +0" 14'-9112" 6'-0" • 114:12 CONC. STOOP@ -~·...- FRENCH DR OPTION lrn=,,"ll tb!, Jl. 4' -2" START OF GARAGE SLAB SLOPE 0 ' "" FF +0'' PORCH 0\/ F.S. -3" 114:12 l • \~'::::__;j-7_5" AT EXTERIOR LANDING. 7-112" MAX 2" MIN BELOW SCREED 1/8:12 • GARAGE SLAB AT EXTERIOR LANDING: 7-112'' MAX 2" MIN BELOW SCREED CONCRETE DRIVEWAY PORCH SLAB 12'-0" 2'-8" 4'-0" 4" 2'-6" 16'-0" 2' -6" 19'-0" 21'-0" 40'-0" SLAB PLAN ·.\ ---cc 0 ' 4'-0"x3'-0" CONC. STOOP 0 ' b N 0\- 0 ' ,_ v 1/4" = 1'-0" 21 ./----, OPT. TRELLIS I -': --; ' / _>~~ ! - 40'-0" / 25'-2112" 14'-9112" / / --·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-. I. 6'-8" 6'-1" 6'-1" 6'-41/2" 7'-41/2" 7' 5" +····················································/·········································· /········································· ""·········································· /······························································f··························································/ I ' ......... i 8 ~ I PATIO 'i1 18' OPT TRELLIS OR COVERED PATIO OPT. COVERED PATIO :: 1 A-1XA31 ·····~ 0 "' ' 0 ' ' -I iII I u SEE SHEET A-1A61 SIM i ~+························· +I l························i.IILI LILI!;L; ........... ·-~~:····~·~···············•::.··············································································································· r;:==-~~~~,; ~~--==;T~J=~r·············l '·· ' " , I I ,. ' b "' ' r--:: I' I I 415 -----,-I 16 I I LL-= 11~21 1 KITCHEN 9' O"CLG ~~··· A-1XA3.1 OPT_ DEN -----~ (' -\! ·, ---i \. _______ / 1243 BA2 9'-0" CLG (- 2'-7" I I~ " ' r==! 0 ---+ --------L, -- ...... sO sO §L ......... 60 sDSL .. . OPT. 18'-0" BI-FOLD DOORS GRAND ROOM 10'-0" CLG 16'-0" "' ~ {~9'~-0""~ 21'-1" 0 ..... 1'-91/2" 4' -5" 0 ' --------------------- / \ I / , I MBR 10'-0" CLG 2'-5" 1'-10"2'-3112" 3'-0" v :1 ; I ' -2'' l / IWl -"' :;:; . '\ "' .. , ....... . w "' 0 : .....l ":(/J :: ~ 222 12191 ~ 4'-1" l 'i '·---·-·-·--········-·-·--········-·-·--i,<~·~·~~~c~·~~.~c~,·,~----~- J--,-- ( _--.<, ! \ ', '. -· ' 12'-0" v ' : i i I:\ : i! ~~ i! I 208 ~ s',:lliU,'Pif-:---1f:---11-,,---1f_,~,· ~: ... • 1\: :: :: 5'-9" : 3' -8" '1''j I I ; 1: :\I II J: : I ;-.--II II :1 :: :: I 1'-9" 1'-9" / 5'-5112" I~ WIC 9'-0" CLG ' I :24~6:sc;:··~···=:'·~' ~:~~,:::~;;~:: ~:'EIEEIE~; I /~' ..--II 'I iii II I I , · I ' II :1 II II 1 --+----'-+-~'-"'if-" --'iii II :I II II liiii~~··········· ~ c 0e'~ .. ----~.~' 2'-4" I ~ 4'-8" 21'-0" : • '"' I I "' I 224 f-;c· .. c -~ 111 ,:. 1,\ soso. •.••• '\tss;1 x~4\~ (~·' +S-s' ,~····+11 203 ·,···--.... _ '·--~ / 22Jl _ , • CLG : ';> ·''\ ---223 -• 1 "" "',d':·~ 1 '::::.;·=C='l=d'E .. EJE ~ ~_2_22!:1;~~~:~.;; ~~+:I ~r ~~.:c~~ -I o, ',\ 26s8 I ;_ • GARAGE . 20'-0"' 20'-0" CLR MIN. ',·,,. I ~ SEE SHEET A-GN1.2 FOR FIRE 9'-0" CLG PROTECTION REQUIREMENTS j5070 SLIDER 208 ;.. 00 ' 3'-10" J 2'-4" 6'-81/2" 1' ,s 112" 2rj BR2 t 9'-0" CLG 0 ' 242 1'-7" 2'-91/2" 3'-21/2" 3'-2112" 2'-91/2" 2'-4" t" 4'-0" '" 2' -6" 16'-0" 2'-6" ............. .......... . r-' ............... . . ..................... / / 12'-0" 7'-0" 21'-0" 40'-0" FIRST FLOOR PLAN 9'-0" CLG .,.h t_) N I 0 0 -~ N ___ ,_-+---- 1/4"= 1'-0" 6 FOR: REFER TO: SYMBOLS AND ABBREVIATIONS SHEET A-GN1.1 FOUNDATION INFORMATION FRAMING INFORMATION ELECTRICAL INFORMATION A-IN1. 1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS_ GENERAL NOTES SECTION3A STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN1. 1 (INDEX) ELECTRICAL PLANS A-GN1.1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1 1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH GENERAL NOTES SECTIONS 9, 10A SCHEDULE EXT_ HARDSCAPE, LANDSCAPE DRAWiNGS BY OTHERS STEPS, PLANTERS, CIVIL DRAWINGS BY OTHERS ETC_ FIREPLACE INFORMATION A-GN1. 1 AND GENERAL NOTES SECTIONS 1 OA NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES THIS PROFILE IS FOR DIMENSIONAL INFORMATION ONLY REFER TO DRAWINGS BY OTHERS FOR ALL STRUCTURAL INFORMATION. STRUCTURAL ENGINEER SHALL PROVIDE ARCHITECT WITH FINAL DRAWINGS PRIOR TO CONSTRUCTION. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ENTRY PORCHES. PATIOS. STOOPS, WALKS DRIVEWAYS, WALLS. STEPS. ETC. NOT SHOWN HERE REFER TO CIVIL DRAWINGS FOR ALL BUILDING LOCATIONS, GRADING, AND FINISH FLOOR ELEVATION INFORMATION. NOTE: WATER WILL BE DRAINED AWAY FROM THE BUILDING AT LEAST THE FIRST 10'-0" WITH A MINIMUM GRADE OF 6". SEE CIVIL DRAWINGS FOR DRAINAGE INFORMATION AND ALTERNATE DRAINAGE METHODS WHERE THIS REQUIREMENT CAN NOT BE MET BECAUSE THE DISTANCE BETWEEN THE STRUCTURE AND THE PROPERTY LINE iS LESS THAN 10', 2010 CRC R401.3. FOUNDATION NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS, 2010 CRC R310_1 2 SHEET ROCK NAILING INSPECTION IS REQUIRED_ 2010 CRC R1091.41 AND 2010 CBC 110 3 5_ REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702 3 5 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED. OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916_1 & 916.2 4 THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 112" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING. 2010 CRC R302.5 & R302.6 5 THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER USE FISER~CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD JS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS, 2010 CRC R702.4 2 6 ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 203 206 208 210 214 215 217 219 222 223 224 227 242 243 415 FLOOR PLAN NOTES SOFFIT AT 8'-6" +36" COUNTER W/2X6 WALL BELOW, COUNTER MATERIAL PER CLIENT AND INT. DESIGN PACKAGE SHELF AND POLE 22"X30" TYP ATTIC ACCESS 14"X6" CORROSION RESISTANT EXHAUST VENTS (2) LOCATIONS 6" MAXIMUM ABOVE SLAB ROLL UP GARAGE DOOR SEE 29&30/A-A01.2 4" DIA DRYER VENT TO OUTSIDE AIR THROUGH ROOF 14' RUN MAX EGRESS RECESSED MEDICINE CABINET MIRROR PER CLIENT TANKLESS WATER HEATER ATTACH AND VENTILATE PER MNFR INSTRUCTIONS. (RINNAI VALUE SERIES #751) TUB PLATFORM SURFACE MATERIAL PER CLIENT AND INTERIOR DESIGN PACKAGE SOFFIT 01 GARAGE DOOR, SEE EXTERIOR ELEVATION FOR HEIGHT AND DETAIL TILED TUB SHELF OPT FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION =:J KEYNOTES Brookfield ill""l om e::~:;; 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX; 714.427.6869 ARGHIIF..CTURE + P: .. ANNIN(~ 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 1AX MISSION SLAB & FIRST FLOOR PLAN SHEET NUMBER: A-1XA1.1 PLOT DATE: 00-00-00 0 -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------· -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------> --------------------------------------------------------------------------------------------------------------------------------------- ""~ MXA31 3/19/2013 1:06:04 PM COVERED PATIO OPTION 'C:"/1 I _ _j .···" ,e\ A-1XA31 ·. ·,r /~-------\ ' . . f-------4 \,_ ~-/ ___ / / / / / / / / / / r / I / /-- l';====================='l. i ,--------;- / / 'C:"-:::1 I _ _j / / ' / / / / / / / I / ( AREA 1 AREA2 / / • 3 5:12 ' / y --_/- / / / ......... 3.5:12 ~ / ~ / / /,.//,./ // /~ '···· ~/ ./'/.:!?// ' 20 " '· A-AD1.1 -------/ / / ,,./,./,./ / I // / I( A-AD11 ----E9 ----1- • 3.5 12 RIDGE 19 '. A-AD1.1 '-1-- ' :-;:-----------, i :__:c_ -·--· 20 ', A-AD1.1 --____ / LU (!) 0 ~ .""" _/25--- ' A-AD1.1 :'L_Y: ---1 L_~---------rL_----~~ ~ .-· -· _fL ---,.,- - 0 3 5 12 RIDGE LU (!) 0 ~ AREA3 3 5"12 • _L _______ _ -----,_ u - 3.5:12 • / 20 . A-AD1 1 w (!) 0 ~ ROOF PLAN I A-1XA3.1 --- - / 19 'A-AD1.1 -----· ~ ' _j ....... 1/4";;; 1'-0" 21 30 sO SH "' - , .. --·-·-·-· H- -"c---4~----'-- N "' --- 30 sO SH OPT BEDROOM 7'-3" LOFT 9'-0" CLG BR4 9'-0" CLG ' ' 24'-7 112" A-AD1.3 ·-·-·--\ 7' -9" -------------------------·-·- 9'-10": 3'-01/2" > / 12'1 10 1/2" s/ J' ·11 112" 0 N 0 N : : 9, _ I, 11,1" I I 1 1 "•, I I I I / 4'-101/2" 36"x66" DN 1--if' -il--t' --1-t' -it' __ c ' ' ' -51/2" 11' -9" m N m N 12' 3 112" / 40 40 FX ---------""- "' ' 0 ' .................................................. ,,..... .......................................... .I 2~.~:?/ / :: - SECOND FLOOR PLAN I 1/4";;; 1'-0" 6 FOR: SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION FRAMING INFORMATION ELECTRICAL INFORMATION REFER TO: SHEET A-GN1. 1 A-INU (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS_ GENERAL NOTES SECTION3A STRUCTURAL DRAWINGS f DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN1.1 (INDEX) ELECTRICAL PLANS A-GN1.1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1.1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH GENERAL NOTES SECTIONS 9, 10A SCHEDULE EXT. HARDSCAPE. LANDSCAPE DRAWINGS BY OTHERS STEPS. PLANTERS. CIVIL DRAWINGS BY OTHERS ETC. FIREPLACE A-GN1.1 AND GENERAL NOTES SECTIONS 10A INFORMATION NOTE· EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL / 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1_ THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS, 2010 CRC R310.1 2_ SHEET ROCK NAILING INSPECTION IS REQUIRED, 2010 CRC R109.1.4.1 AND 2010 CBC 110.3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702.3.5. 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE iS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916.2 4_ THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE. THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE. THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING. 2010 CRC R302.5 & R302.6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. USE FIBER-CEMENT. FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATiONS. 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1ST FLOOR ROOF 1. TOTAL ATTIC SPACE CALCULATION: A 1917 SQ. FT X 144"' 276,048 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A 276.048 SO. IN. /300 = 920.16 TOTAL SQ. IN. OFVENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUiREMENT OF A M!N. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3" ABV_ EAVE VENTS) MIN. HIGH VENT REQUIRED= (920 X 50%"' 460 SQ_ IN.) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SO. IN. EA. = 500 SQ. IN. OF H!GH VENTILATION PROVIDED B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SQ. IN EA.= C. TOTAL VENTILATION PROVIDED: (HIGH VENT +LOW VENT.)"' 500 + 500= 500 SQ. IN OF LOW VENTILATION PROVIDED 1000 SQ_ IN OF VENTILATION PROVIDED AREA 2-1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 2ND FLR ROOF 1. TOTAL ATTIC SPACE CALCULATION: A 595 SQ_ FT X 144"' 85,680 SO IN OF ATTIC 2, TOTAL VENTILATION REQUIRED: A 85.680 SQ IN./300 = 286.6 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: {HIGH VENT +LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN. HIGH VENT REQUIRED"' (286 XSO%"' 143 SQ. IN.) A HIGH VENT REQUIREMENT 2 OHAGIN VENTS AT 100 SQ. IN. EA.= 200 = 2 x 100 = 200 B. LOW VENT REQUIREMENT: 2 OHAG!N VENTS AT 100 SQ.IN.EA= 200= 2x100=200 C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 200 + 200"' 400 SQ. IN OF VENTILATION PROVIDED AREA 3 -1/150 REQUIREMENTS 1ST FLR ROOF 1, TOTAL ATTIC SPACE CALCULATION: A 203 SO FT X 144"' 29,232 SO. IN OF ATTIC 2. TOTAL VENTILATION REQUIRED: A_ 29,232 SQ_ IN. I 150 = 194 88 TOTAL SO IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: {HIGH VENT +LOW VENT) A 2 OHAGIN VENTS AT 100 SO IN EA = 200= 2x100 = 200 ATTIC VENTILATION CALS 208 SHELF AND POLE =:J KEYNOTES Brookfield ill""l om e::~:;; 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX; 714.427.6869 ARGHIIF..CTURE + P: .. ANNIN(~ 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP; PROJECT NAME PROJECT MANAGER VA PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER 12046 REVISIONS; BID SET SHEET TITLE PLAN 1AX MISSION SECOND FLOOR & ROOF PLAN SHEET NUMBER A-1XA1.2 PLOT DATE: 00-00-00 -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------> -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------4 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 3/19/2013 1:06:08 PM . ~ 0 "' ' "' ·. A-AD1.1 12 35 E8 12 35 ~--- / 20 400 , A-AD1.1 -----.---i:~-' ,,_ : :·;;_;: : --··-·---••••-<··-y"1z.-_--.--·· 12 . A-AD1 1 A-AD1.1 / / ~E_EL_ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ __ HE~L-=·~ TO_P 1ST TO.P. HDR 6 ' A-AD1.3 . ', --------- 24 25 26 i . . ·r . A-AD1 2 ·. A-AD1.2 ' A-AD1 2 SILL JAMB HEAD HDR , • 15 A-AD1.2 . ____ / 11 ·. A-AD1.3 ------ REAR ELEVATION ·, A-AD1.1 HEEL 1/4"= 1'-0" 19 10 A-AD1 1 TOP OF ROOF I HEEL I ' HDR ' 0 "' ' 00 /~;~--'-'., Sim A-1XA2 1 / I -1 3 '. A-AD1.1 -------- 12 3.5 1 . A-AD1.1 -.. , _--;._ [[ITJ 7 6 ·. A-AD1.2 A-AD1.2 . A-AD1 2 -------------------- HEAD JAMB SILL 5 \ A-AD14 ' r·- ~ 303 ~ ' I 0 ro / -----/ 5 \ A-AD1 4 :I m UJ , A-AD1.1 .. -;''. /-30-- -i-- ' ' A-AD1.2 ~-"c-----------------------+~==~=~~~~~~~~~~~~~~~~~~========~ c:' TOP 1 . ~ 0 ' -', -- ~ .. -( ------I ------- ' I ------.. -/._ I I FRONT ELEVATION N FIN 2ND FLOQ!l_ ,----1ST FLR TO.P. 1/2" = 1 '-0" 28 (-6"}'-6" I . l ·: :; ·-.-: ... -~ -~ -f _=', _: -- HDR -'o--------- 12 HDR 12 3.5 -___ -__ HEAD_-_- ---28·.>· --.. ; ', :: " A-AD1 2 ::- 10 A-AD1.3 --------- ,.' 27 ' A-AD1 2 JAMB 6 \ ·, A-AD1.3 " ' ------------------r----- I 1-1-. ·- ' 141sp 3.5 ------r·-- I I 12 rn I rnrn 1c===l rn rn rn rn I 6 24 ---./ 25 ---./ 26 • . A-AD1 3 ' A-AD1 2 ·. A-AD1 2 . A-AD1 2 " SILL JAMB HEAD 20 19 'A-AD1.1 , 'A--AD1.1 12 3.5 12 / ' rn 24 25 26 I . A-A01 .2 A-A01 .2 A-AD1 .2 -----------/ SILL JAMB HEAD 19 \ ' A-AD1 1 HDR -----------'--. 302 HEEL HOR •+-----1 303 . ~ -~ 11 12 3.5 6" H D HDR [[ m ----r=~--'c- 0 ' ~ ~ LEFT ELEVATION 2ND FLR T.O._FJ_, __ FIN 2ND FLOOR ----"1S,_T, FLR T O_P_ FIN. 1ST FLOQ_B_ __ _ RIGHT ELEVATION -~ 0 " ~ 2ND FLR_I O_P_ HDR WI -----------~ /;\ A-AD1 4 ' 0 ' "' 00 12 6" l -... ~302 ;I ' -/-;--12 \ _l~'I-~--'A-AD14 _' ~L· --., ( 6 ---+_::::~f-~=:c"+---'T-FIN 2ND FLOQB_ 1STFLR T.O.P. 2ND FLR TO.P. FIN. 2ND FLOOR _____ __1_§I__ELFU. QJ~-'-- ___ _f_lt,LtST f_LOQFL 1/4"= 1'-0" 1/4"= 1'-0" A-AD1.4 ' ------- --------_/__ -I -------------1 . A-AD1.2 ------- . ~ FIN_ 1ST FLOOR FRONT ELEVATION 1/4" = 1'-0" 8 6 NOTE FINISH MATERIALS SHALL COMPLY WITH CGBC 4.504.2 EXTERIOR MATERIALS· 1.1 3-COAT STUCCO. REFER TO COLOR SCHEMES 1.2 MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215 REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS 1.3 SOFFITS/BOTIOM OF CANTILEVERED AREAS: 3-COAT STUCCO, REFER TO COLOR SCHEMES TRIM: 2_1 STUCCO COVERED FOAM TRIM. REFER TO DETAILS GUTIERS AND DOWNSPOUTS: 3_1 ALL ROOFS TO BE GUTTERED WITH DOWN SPOUTS W:TH CORROSION RESISTANT MATERIAL ROOFING: 5.1 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS: BY BORAL ROOFING, ICC# ESR 1647, COOL ROOF, REFER TO COLOR/MATERIAL SCHEMES 6_1 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS. REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS. NOTE 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED 302 303 400 415 416 TO BE INSTALLED OVER WOOD SHEATING, 2010 CRC R703_6 3 GUTIERS. TYP. DOWNSPOUT, TYP ELEVATION NOTES ROOFING LIGHTWEIGHT CONCRETE S-TILE ROOF AT MISSION AND ITALIAN TUSCANY & CONCRETE FLAT TILE AT ENGLISH COUNTRY-SLOPES SHOWN ON ELEVATION, U.N.O. OPT_ FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION ADDRESS LOCATION, COORDINATE W!TH UTILITY PLAN FOR LIGHTING =:J KEYNOTES 4 Brookfield ill""l om e::~:;; 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CTURE + P: .. ANNIN(~ 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 1AX MISSION EXTERIOR ELEVATIONS SHEET NUMBER: A-1XA2.1 PLOT DATE: 00-00-00 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------<0-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------_______________ , ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------• ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------___ , ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------4 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ' III I f- "' "' ' "' ' "' / t! ~ ~ ~ ~ 0 ' ~ "' " t! t! ~ ~ ~ 0 ' ~ "' " 3/19/2013 1:06:13 PM ···•···•···•···•···•···•···•···•···•· .. .. .. .. ' b "' b ' "' ' ... J --~ -~: ... ... ---''--I 12'-0 1/2" 12' -3'' ' ·, : ·I ................ : :.L - ---------- - ----. . ==~-~········· ____ -__ -____ -__ -____ -__ -;;..] --------------------~ b ' "' 12' -3" ••• ' '-....._• '"'lC ]_ -l:~ • ' i i i i i i i i i' i I I i I //:-·· ~, - I' T ' ' I .................. '·· lb> J·f l .••••• ••••••••·••••· ... 20'-8" 21'-1" /· ._- 21'-1" -. ' / / 1 ! ' ' 1'-5" 1' -5" 2'-10" 3' -8" 2'-1 1/2" / / / .···· • c, ' . ~ . .. I, "',·~~~;l. 'l~' . 0 i / / 1'-5" 1'-5" / / / / 2'-10'' 3'-8" 2'-4" / 1'-5" ' 2'-10" 3'-8" / i' i' I ! i i ' i i i i I. .... L. .~! ~ 1' -5" 2'-4" l 'I N ' 0 ~ 0 ~ 0 ~ 0 ~ ' 0 ~ ' -.-·-.. CONCRETE BLOCK WITH STUCCO FINISH TO MATCH BUILDING CONCRETE BLOCK WITH ADHERED STONE VENEER AND STONE CAP TO MATCH BUILDING li 1 I ---------, ::. ·_:: . .---.. > . . I .. :' ~ : ., : ... ,, MISSION ELEVATION WITH COURTYARD WALLS "-------------->- ·--. --. ·---- ' ,;· ·1.' ~i ITALIAN TUSCANY ELEVATION WITH COURTYARD WALLS ---~~~~--~~~ ... -.. ~----------~ 1 I " " f •• _. " f •• _. " " ' CONCRETE BLOCK WITH ADHERED BRICK VENEER AND STONE CAP TO MATCH BUILDING " " " " " " " " ' " " I I ' ' I " " 1 I I I " 1 I ' ' ,;' FRONT ELEVATION -' ' ~ I .· I • i l • i . l • --'2""ND FLR T 0 P _________ _E_tt:{ __ 2 tiP F _I,Q_QR_ ___ _ -~1~ST FLR T.O P. 2ND FLR T.O.P. __ E_[t-l_. __ ?ND tJDQ_8__ 1ST FLR T 0 P FIN 1ST FLOQR__ -~2"'ND_ELR T 0 P FIN 2ND FLOOR 1ST FLR T.O P 1/4"; 1'-0" 1/4" = 1 '-0" 1/4" = 1'-0" 4 5 6 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHifF..ClURE + P.ANNlN(~ 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: COURTYARD WALL ELEVATIONS AND PLANS SHEET NUMBER: A-1XA2.2 PLOT DATE: 00-00-00 0 -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------) -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------· -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------> --------------------------------------------------------------------------------------------------------------------------------------- ~""-- ' -- v I I I I / I / ( AREA 1 / / / / / / COVERED PATIO OPTION \ ;' ~-~ / / / / / / / / /-------------------------------------r-- / / / / / / / / • 3_5:12 / / / -----------------~ / / / / / / / / / / • 3_5:12 / / / / / / / ILCI / / ·-·-·-·-·-·~· ·-·-·-·-·-·-·-·-· ----·-·-·---·-·-·-·--· ' ..... ..... I 3/19/2013 1:06:30 PM ........ 3.5:12 w CJ 0 AREA 2 ~ w 8 AREA 3 ~ 4:12 • w CJ 0 ~ 3.5'12 ......... RIDGE I I I I I I I I L • 3.5:12 3.5:12 • -\. .. ························ ~~ -1- ~~ 3.5:12 ... L ______________________ _ NOTE. SEE SHEET A-1A1.1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE I ROOF PLAN 114" = 1'-0" 22 VENEER STOP ... 0 ' .,.... (o ' 1 ! / ----- ! iJ I 2'-10" I BR2 9'-0" CLG 2'-10" 6'-51/2" i 2' -10" ········ ' }'·, 'C.:;.·:\' .... BR4 9'-0" CLG LOFT 9'-0" CLG / u I • 6'-5" FOYER 9'-0" CLG ••• ... ' . / ....... ~ ............... r--------/ 1'-9" 8'-6" 1'-9" z "'· .(,'' ------------------/-------------------------------------------------------------7' ---------,.L-----------------,'- I 1'-9" / 'I' ~ ' ;I !I 8' -6" 12'-0" 0 ' 1,--_j-~~ .' ' ~ 1'-9" 2'-.'_)" I BA3 9'-0" CLG ' ' ' ' ' ' ' ' ' ' ' ' 1: I 1: ' ' ' ' ' ' ' ' ' ' ' ' 1: I 1: :1 I :1 :1 I I I I I I I I I I I I I I I I I I I I I :1 I :1 :1 I NOTE· SEE SHEET A-1A1.2 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE PARTIAL SECOND FLOOR •.. :1:1 .. :- ' -.; :1 ' ' " :1 GARAGE 9'-0" CLG II I .: -._ ·' PARTIAL FIRST FLOOR ·:r-:<:-1_:- 1/4" = 1'-0" 1/4" = 1'-0" NOTE. SEE SHEET A-1A1.1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE PARTIAL SLAB PLAN 1/4" = 1'-0" 8 7 6 FOR: SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION FRAMING INFORMATION ELECTRICAL INFORMATION CEILING VOLUME/ INTERIOR SHELF INFORMATION INTERIOR FINISH SCHEDULE REFER TO· SHEET A-GN1.1 A-IN1.1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS_ GENERAL NOTES SECTION3A STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN1 1 (INDEX) ELECTRICAL PLANS A-GNU AND GENERAL NOTES SECTION 16A A-GNU AND FLOOR PLAN GENERAL NOTES SECTIONS 9_ 10A EXT HARDSCAPE, LANDSCAPE DRAWINGS BY OTHERS STEPS, PLANTERS, CIVIL DRAWINGS BY OTHERS ETC FIREPLACE A-GNU AND GENERAL NOTES SECTIONS 10A INFORMATION NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES --------------------------·------------- 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL / 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS, 2010 CRC R310.1 2. SHEET ROCK NAILING INSPECTION iS REQUIRED. 2010 CRC R109. 1.4.1 AND 2010 CBC 11 0.3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE. 2010 CRC TABLE R702.3.5. 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24"' PROTECTED. AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916.2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE. THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING, 2010 CRC R302.5 & R302 6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERiALS NOT ADVERSELY AFFECTED BY WATER. USE FIBER~CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS, 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -11300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1ST FLOOR ROOF 1. TOTAL ATTIC SPACE CALCULATION: A. 1917 SQ. FT X 144 = 276,048 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A_ 276,048 SQ. IN /300= 920_16 TOTALSQ IN OFVENITLATIONREQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN OF 50% HIGH VENT_ AREA PROVIDED TO BE A MIN OF 3' ABV EAVE VENTS) MIN. HIGH VENT REQUIRED= (920 X 50%= 460 SQ. IN.) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SQ_ IN_ EA.= 500 SQ IN_ OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SO. IN EA.= 500 SQ IN OF LOW VENTILATION PROVIDED C. TOTAL VENTILATION PROVIDED: (HIGH VENT +LOW VENT)= 500 + 500= 1000 SQ IN OF VENTILATION PROVIDED AREA 2-11300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 2ND FLR ROOF 1. TOTAL ATTIC SPACE CALCULATION: A 595 SQ_ FT X 144 = 85 680 SQ_ IN_ OF ATTIC 2. TOTAL VENTILATION REQUIRED: A 85 680 SQ. IN. /300 = 286.6 TOTAL SQ IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT +LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN HIGH VENT REQUIRED= (286 X 50%= 143 SQ. IN) A HIGH VENT REQUIREMENT 2 OHAGIN VENTS AT 100 SQ. IN. EA.= 200 = 2 x 100 = 200 B_ LOW VENT REQUiREMENT: 2 OHAGIN VENTS AT 100 SQ. IN. EA= 200 = 2 x 100 = 200 C. TOTAL VENTILATION PROVIDED: (HIGH VENT +LOW VENT.)= 200 + 200 = 400 SQ. IN OF VENTILATION PROVIDED AREA 3 -1/150 REQUIREMENTS 1ST FLR ROOF 1. TOTAL ATTIC SPACE CALCULATION: A 203 SQ. FT X 144 = 29,232 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A 29,232 SQ. IN./150 = 194.88 TOTAL SQ IN_ OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT +LOW VENT) A. 2 OHAGIN VENTS AT 100 SQ. IN_ EA = 200= 2x 100 = 200 ATTIC VENTILATION CALS =:J KEYNOTES Brookfield ill""l om e::~:;; 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CTURE + P: __ ANNIN(~ 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 1 BX ITALIAN TUSCANY PARTIAL SLAB, FLOOR, AND ROOF PLAN SHEET NUMBER: A-1XB1.1 PLOT DATE: 00-00-00 -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------) --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------> -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------4 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 12 3.5 ,---- --,0 ' 0 ' -24 · .... 25 26 ·. A-AD1.2 A-AD1.2 A-AD1.2 SILL JAMB HEAD ' ;- N ' 3/19/2013 5:17:24 PM / 20 - 7 A-AD1. 1 ' A-AD1.2 E8 6 ' A-AD1.3 , HEEL o~----­r.o P_ -~ HDR -------/ 11 ', A-AD1 3 --- - -- 7 \._ A-AD11 "' -~---- 302 T.O.P. 303H--~ ---------- / 3 \ . A-A01.4 ' '-21/2"' -... _____ / 7 . A-AD1.3 ·-------- 12 7 ' A-AD1.2 -------,' //: 'f3o2l i FIN_ 2NQ_FL00R ---~ __ __!_QI_ FL_R T,_QJ'_, __ 25 A-AD1.2 -------- REAR ELEVATION 1/4"= 1'-0" 7 A-AD1.1 .' 19 ~ ' 400 TOP OF RIDGE 12 ,:, 1--~ T.O.P HDR 2 7 ' A-AD 1 . 1 , --~~-~---~ 1.' 12 12 35 1 35 HEEL r~~~~--e: ;- HDR ~ DJDJ EB 2ND FLR T.O.P_ /~,, / 14 ·, A-AD1.4 I 12 --/ 12 13'-'14 \ . A-AD1.2 . A-AD1.2 A-AD1.2 ', ---------------- SILL JAMB HEAD ---:_)0 __ _ ----A-AD1 2 7 6 A-AD1.3 ·, A-AD1.3 ' _.; .. --.... ----. . , __ ,' 7 .\ I ~~rF~IN~_2NDFL00R -----' _____ 1_$T I:'J__R LQJ~---- HEIGHT A-AD1.2 _______ f_I_N, 1 ~I Ft,Q_QE __ _ 1o FRONT ELEVATION 1/4" = 1'-0" NOTE: FINISH MATERIALS SHALL COMPLY WITH CGBC 4.504.2 EXTERIOR MATERIALS: 11 3-COAT STUCCO. REFER TO COLOR SCHEMES 1 2 1 3 TRIM: MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215, REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS SOFFITS/BOTTOM OF CANTILEVERED AREAS: 3-COAT STUCCO, REFER TO COLOR SCHEMES 2.1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS ----~~ rnrn ww HEEL ~~~~~~~--------------0 ~ -..--2NDFLR~OL__ GUTTERS AND DOWNSPOUTS: 3.1 ALL ROOFS TO BE GUTIERED WiTH DOWN SPOUTS WITH CORROSION RESISTANT MATERIAL :_-; .. - '----- - - -____; 12 3.5 ' --. ,. :--· ' ... __ ;: :. ' '' : ·,'': _:.; __ · .-- ' . '' :; -''' ------· ' '-_ .. ," ,"- JJ D D 7 . A-AD1.1 · .. ·._·:·.·.:·:·-< .. ---:: -. -k .. ;;;" . , __ ,. ,', .. _.;--.-----· 27 , A-AD1.2 / 10 6 , A-AD1.3 ·. A-AD1 3 ·-----_/ ,'/ 6 A-AD1 3 ;_-.:::_·_ rn w ',------------ ----.. : ' ' ' ·--·. "'--·.' ... , ... ' . '··'· _--; .. - rn 12 3.5 --.---- ', ---: ,. - L;::--· A-AD1 .2 ·. A-AD1 .2 . A-AD1 .2 ··----.----/ --------- 6 '. A-AD1 1 7 . A-AD1 3 ______ / 12 13.5 -.. , __ , _, --:_::_." ;;_: " ' ":··· .--.. ·· 6 '· A-AD1.1 17 ·. A-AD1.2 A-AD1.2 A-AD1.2 A-AD1. 1 ' ' ··: .:: . ' r.·:.c· . • '''. • 12 "' ' I A-AD1.1 ' ---/ . ~ FIN_ 2ND FLOQB_ 1ST FLR T_O.P. FIN_ 1ST FLOQB_ LEFT ELEVATION HEEL ------------------------------o ' HDR ~ w w I 2ND FLR T O____E__ FIN 2ND _E_LOOR 1ST FLR T.Q_£__ 303 -~-r 0 "' -._ FIN_ 1ST FLOOR RIGHT ELEVATION 1/4"= 1'-0" 8 1/4"= 1'-0" 6 ROOFING: 5.1 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS. BY BORAL ROOFING, ICC# ESR 1647 COOL ROOF, REFER TO COLOR/MATERIAL SCHEMES 6.1 CORROSION RESISTANT METAL GABLE VENT SCREENED WiTH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS· REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS. NOTE: 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED 302 303 400 415 416 TO BE INSTALLED OVER WOOD SHEATING. 2010 CRC, R703 6_3 GUTTERS, TYP. DOWNSPOUT, TYP. ELEVATION NOTES ROOFING: LIGHTWEIGHT CONCRETE S-TILE ROOF AT MISSION AND ITALIAN TUSCANY & CONCRETE FLAT TILE AT ENGLISH COUNTRY-SLOPES SHOWN ON ELEVATION, U N_O OPT_ FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION ADDRESS LOCATION, COORDINATE WlTH UTILITY PLAN FOR LIGHTING =:J KEYNOTES 4 Brookfield ill""l om e::~:;; 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CTURE + P: .. ANNIN(~ 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER VA PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER 12046 REVISIONS: BID SET SHEET TITLE PLAN 1 BX ITALIAN TUSCANY EXTERIOR ELEVATIONS SHEET NUMBER A-1XB2.1 PLOT DATE: 00-00-00 3/19/2013 1:06:38 PM ~------------ I '---_j COVERED PATIO OPTION / / / / / --7 / / / .·.·.·.·.··.·.·.·.·.··.·.·.·.·.··.·.·.·.·.··.·.·.·.·.·.·.·.·.·.·.·.·.· x·.·/.·.·.·.·· .·./·.··.·.· ·.·.··.·.·.·.·.··.·.· .. ·.··.·.·.·.·.·.·.·.·.· •• lx / / { ' \:··.·.·.·.·.·.·.·.·.· .. ·.·.·.·.·.·.·.·.·.· .. ··•·.·.•.·.·.•·.·.•.·.·.•·.·.•.·.·.•·.·.•.·.·.• , .... / !K~ i / c--:/1 I : ....... 1 / / / / / / ~· .. AREA 1 ........ 6:12 ~~ AREA2 w CJ 0 0:: 612 .# • w ... 8 ~REA 3 0:: / / / / / / / / ~·· 3.5:12 / CJ:""T" ~ / / ~'v/ / .... I RIDGE ••• 6"12 6:12 • .... /·· / / ~ / ~ ~I ........ 3.5:12 / / / #/ / / / / / I NOTE" SEE SHEET A-1A1 1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE I ........................... ............................ . ......................... . ROOF PLAN 1/4" = 1'-0" 22 /1' ' ~ •~ VENEER STOP -~· \ '- ~ ~ ~ ~ in - 6'-101/2" . ..................... ~I LOFT 9'~0" CLG I 6'-0" l.f I I I I I I I I I I I I I I I I I I I I I I I I NOTE. SEE SHEET A-1A1.2 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE SECOND FLOOR 1/4"= 1'-0" 8 I II :1 1: I 1: II :1 1: I /~:~jji~i iiEjjjjjji&E&i jjjjjjjjjjjjjjjilj i / / ' I ' ' I / - / / ... •. ........ ..· ..... / BR2 9'-0" CLG ! .. '.~ ,\.! . ~ .·: : . . . ~ ~:· ~ "' ·.; .... : i".· ! i ~ ••• c ••••••••••••••• .J i ~.·.·.··· ·.·.·.·.·.··• ·.·.·.·.·.·1 : i .................... '-..: WALL MT. LIGHT FIXTURE. SEE EXT ELEV FOR HEIGHT AND LOCATION FOYER 9'-0" CLG .. I ' b~~~;~diiiJ--11_,"_~~ 2s 5s sH 26 56 sH 11 p= ==z" ' ~ ' -;- 11'-4"1'-6" 2'-10" '-6"11'-4' 1'-9". 8'-6" 1'-9" )". :·-T· +:) .. r .. . ... ' I )" . :;;" /··············· ~ c:-;::~----; -· !'OF<.>: / i'-~;. ~i41~~ ,----------"1---"---c LlJ _L___ ,---" -~l-IL__ ___ ------" __ ;;- 1'-9"' I 8'-6" ~1'-9"/ ''~r:· GARAGE 9' 0" CLG FIRST FLOOR .. , 1/4"= 1'-0" 6 NOTE. SEE SHEET A-1A1.1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE PARTIAL SLAB PLAN 1/4"= 1'-0" 21 FOR: SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION REFER TO: SHEET A-GN11 A-IN1_1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS GENERAL NOTES SECTION3A FRA/\.IIING INFORMATION STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN1.1 (INDEX) ELECTRICAL PLANS ELECTRICAL INFORMATION A-GNU AND GENERAL NOTES SECTION 16A CEILiNG VOLUME/ A-GN1.1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH SCHEDULE GENERAL NOTES SECTIONS 9, 10A EXT. HARDSCAPE, LANDSCAPE DRAVVINGS BY OTHERS STEPS PLANTERS. CIVIL DRAWINGS BY OTHERS ETC. FiREPLACE INFORMATION A-GN1.1 AND GENERAL NOTES SECTIONS 1 OA NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES f-------------------------------------- I I 2X4 WOOD STUD WALL I ·--''''' : ·-··' J 2X6 WOOD STUD WALL / 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS, 2010 CRC R31 0.1 2. SHEET ROCK NAILING INSPECTION IS REQUIRED 2010 CRC R1091.4.1 AND 2010 CBC 11 0.3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702 3.5. 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR24" PROTECTED. AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916.2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE THE GARAGE AND ITS ATIIC MUST BE SEPARATED FROM THE DWELLING BY 112" SHEETROCK ON THE GARAGE SIDE THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING, 2010 CRC R302.5 & R302.6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1ST FLOOR ROOF 1. TOTAL ATTIC SPACE CALCULATION: A. 1917 SQ.FTX144=276.048 SQ.IN.OFATTIC 2. TOTAL VENTILATION REQUIRED: A. 276.048 SQ. IN./300 = 920.16 TOTAL SQ IN. OF VENITLATION REQ"D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN. HIGH VENT REQUIRED= (920 X 50%= 460 SO IN.) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SQ. IN EA. = 500 B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SQ. IN EA = 500 C. TOTAL VENTILATION PROVIDED: SQ. IN. OF HIGH VENTILATION PROVIDED SQ. IN OF LOW VENTILATION PROVIDED (HIGH VENT +LOW VENT.)= 500 + 500= 1000 SQ. IN OF VENTILATION PROVIDED AREA 2 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 2ND FLR ROOF 1. TOTAL A TIIC SPACE CALCULATION: A. 595 SO. FT X 144 = 85,680 SO. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 85,680 SQ. IN./300 = 286.6 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+LOWVENn (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV EAVE VENTS) MIN. HIGH VENT REQUIRED= (286 X 50%= 143 SQ. IN.) A. HIGH VENT REQUIREMENT. 2 OHAGIN VENTS AT 100 SQ. IN. EA.= 200 = 2 x 100 = 200 B. LOW VENT REQUIREMENT. 2 OHAGIN VENTS AT 100 SO IN EA= 200= 2x100=200 C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 200 +200 = 400 SQ. IN OF VENTILATION PROVIDED AREA 3 -1/150 REQUIREMENTS 1ST FLR ROOF 1. TOTAL ATIIC SPACE CALCULATION: A. 203 SQ. FTX 144 = 29.232 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 29,232 SQ. IN. /150 = 194.88 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT +LOW VENT) A. 2 OHAGIN VENTS AT 100 SQ. IN. EA = 200 = 2 x 100 = 200 ATTIC VENTILATION CALS D KEYNOTES Brookfield Ho 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP; PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY; Bl, MM PROJECT NUMBER: 12046 REVISIONS; BID SET SHEET TITLE: PLAN 1XC ENGLISH COUNTRY PARTIAL SLABI FLOORI AND ROOF PLAN SHEET NUMBER: A-1XC1.1 PLOT DATE: 00-00-00 -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------.;.. ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------> -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------4'-------------------------------------------------------------------------------------------------------------------------------------------______________________________________________________________________________________ ,._ ---------------------------------------------------------------------------------------------------------------------------------- 3/19/2013 1:06:42 PM . ~ HEEL . ~ b "' 2FF ' T.O.P HDR 12 sl/ EE 12 3.5 - --nm::::::,::::::m::~ 12 --, 13-\.r /'14 ---' '. A-AD1.2 ·. A-AD1.2 '. A-AD1 2 / 12 A-AD1. 1 400 A .. A.D11 ------/ 12 . A-AD1 2 6 ' A-AD1.3 • . HDR HDR b . 303 !·······+······· ,., 13 -----. -~2"N"'D FJ4 TO P FIN. 2ND. FLOOR • 1ST F~ T.Q_P _ HDR .,._,_ ) 415 1 ; . ~ REAR ELEVATION 12 3.5 ---------< ~ 1 415 -"- /--3------\ 1 A-AD1.4 ) . / 35 12 --\ ' A-AD1.1 . --------- / ----' ( 10 . ' A-AD1.3 . --------- 1/4" = 1'-0" ]]]] [[J 6 A-AD1.3 27 19 6 ', A-ADU . ~ ~ TO OF RIDGE /~~---\ ' A--AD1 1 -' 8 12 12 / --.21 ___ _ I '· A-AD11 . 13 ·. A-AD11 = 12 A-AD1.1 12 ]] §. ~ llfi=i=l111; HDR -----------"' 12 12 i 3 5 . A-AD1.1 . ~ b . "' "' m . T.O.P. HDR HEEL lt~~~.·.·•·.···.·•·.·~~~====~~~r "' D ·~~~~~~~~~~~~J:i,A,~,.7l+············· ., FIN. 2ND FLOOR 1ST FLR T Q_p_ 12 f---- · A-AD1.1 ·------.· ]] [[ I 12 --.,_ .. / 13 '\ 14 . ~ A-AD12 A-AD12 '· A-AD1.2 hFr=i='iiil''1 rn I --_____ / 12 --\. ' A-AD1.1 12 -._./ ;-3 14 ·. A-AD12 , A-AD1.2 A-AD1.2 --------- . ~ 7 A-AD1.3 12 \' 13 14 ·,_ A-AD1 2 ·. A-AD1.2 ' A-AD1.2 . / 15 16 17 7 ' A-AD1.3 ', -----· · I I, . " ' . " . L....-J I \1 1111/ . ~ 0'0 F=o=::; ~ ~ F==::; 0 ;:=::n ·. ~A~13 . _______ -----~N_D_fLRT O._f\ __ ~t ~ ' ~ FIN. 2ND FLOOR 1STFLRT.O.P. f_L,OQ_13 ___ _ 6 ' A-AD1 3 FIN_ 1 Sl_fLOOR FRONT ELEVATION 1/4" = 1'-0" NOTE FINISH MATERIALS SHALL COMPLY WITH CGBC 4.504.2 EXTERIOR MATERIALS: 1.1 3-COAT STUCCO. REFER TO COLOR SCHEMES 1.2 MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE. ICC# ESR 1215, REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS 1.3 TRIM: SOFFITS/BOTTOM OF CANTILEVERED AREAS: 3-COAT STUCCO, REFER TO COLOR SCHEMES 2 1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTTERS AND DOWNSPOUTS 3.1 ALL ROOFS TO BE GUTTERED WITH DOWN SPOUTS WITH CORROSION RESISTANT MATERIAL ROOFING: 5.1 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS: BY BORAL ROOFING, ICC# ESR 1647, COOL ROOF, REFER TO COLOR/MATERIAL SCHEMES 6.1 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS: REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS. NOTE: 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED TO BE INSTALLED OVER WOOD $HEATING, 2010 CRC R703.6.3 AAD1 2 ' A-AD1 .2 . A-AD1.2 / ', ------· ------- LEFT ELEVATION 2ND FLR T.O.P. --------------·- HDR 12 . A-AD1.1 ~ -4-1ST FLR T.O.P. -~ HDR ' ~ b . "' "' RIGHT ELEVATION 1/4" = 1'-0" 8 1/4" = 1'-0" 6 302 303 400 415 416 GUTTERS, TYP DOWNSPOUT, TYP. ELEVATION NOTES ROOFING: LIGHTWEIGHT CONCRETE S-TILE ROOF AT MISSION AND ITALIAN TUSCANY & CONCRETE FLAT TILE AT ENGLISH COUNTRY-SLOPES SHOWN ON ELEVATION. U.N.O. OPT. FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION ADDRESS LOCATION, COORDINATE WITH UTILITY PLAN FOR LIGHTING D KEYNOTES 4 Brookfield Ho 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARCH I-: F..CTUR E PLANNING 60 CORPORATE PARK IRVINE. CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 1XC ENGLISH COUNTRY EXTERIOR ELEVATIONS SHEET NUMBER: A-1XC2.1 PLOT DATE: 00-00-00 40'-0" ---------------------------------------------------------------------------------------------------------------------------------------------------·--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------,.C-- 2'-0" 14'-8" 12'-0" 11'-4" -~-----7----------------------------------------------~------------------------------------7L---------------------------------"·-- • 1/412 OPT. PATIO SLAB ,--------------, FF +0" • ~ 114.12 ~ ' ,,,,,,,,,.-... ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, '''''''''''''''' 1'----,========;'":'C.:~'t;' ====PA"T=IO=F=F ,-3:0" --'I ~~ AT EXTERIOR LANDING: 7-1/2" MAX 2" MIN BELOW SCREED ~-~ L----'---+-------'-------,---~ b N 0 ' "' ' <-'• 1'-71/2" ~ --'~ ----------------------------I - 0 ' I I I I ~ ~\.''''''' A-2A31 : CONTINUE CONC. SLAB @ FIREPLACE OPTION AT EXTERIOR LANDING: 7-1/2" MAX 2" MIN BELOW SCREED SLAB ON GRADE (REFER TO STRUCTURAL DRAWINGS BY OTHERS) 1' -0'.' / - 7' -21/2" tyv PORCH F.S. -3" PORCH SLAB [mmmn ~~'----------------------~~~=-==~~L_ __________ __, r:-7lln I \ ' 1111 --,, 0 ' 1 \ I 1111 I \__;' I '-' I 1- ' ! ~ I I I II ) I· II / I 'u/ 6'-0" 1' -0" 7'-21/2" 'I CONC STOOP@ FRENCH DR OPTION VERIFY ELECTRICAL REQUIREMENTS AT KITCHEN ISLAND W/ GENERAL CONTRACTOR 9'-4" 1/8:12 • I __ I 11'-51/2" AT EXTERIOR LANDING: 7-1/2" MAX 2" MIN BELOW SCREED I GARAGE SLAB I I CONCRETE DRIVEWAY 4'-0"x3'-0" CONC STOOP I N " N ' ~ 1----+-_j ~ f.-I N - " •, ' ~· ' ' ' u 1'-111/2" 1'-6" / ,k" 31/2" 2'-3" --'>" "' 16'-0" 3 1/2" 1'-8" 5'-0" 14'-6" 1'-8" - SLAB PLAN 1/4" = 1'-0" 21 3/19/2013 1:00:53 PM N N 0 ' b ' 40'-0" 15' -8" 13'-0" 11'-4" / 2'-0" 10" 12"-0" 10" .~--· -0" 5'-6" 5'-6" 1'-0' 4'-51/2" 6' -10 1/2'' "' ' <-'k-····································· "' ' <- I I w [415--~: ~ a. w "' 0: L -··· 3050 SH 111'111 rlrll 0 SC 0 I II II PT TRELLI , OVERED PATI fil 7~~ECOVERED PATIO W/ DECK ~M&2~ OPT 12'-0" 81-FOLD DOORS 11'-0" GRAND ROOM 1 o·-o•· CLG 11" 5'-71/2" ,-- I / --11 II ~ ~ \ I ',i OPT. 3080 FRENCH DOORS :1Js6 SH 5'-9'' 5'-3" FOYER 9'-0" CLG 3'-11/2" ~ ;.··-------------------------~ ~ ~ ~ ® OPT. PR 3080 W ~-FRENCH DRS ___-T II ,i)i/ 1: II "'-, I! II <J/ I. 5'-0" 4'-0" • ~: v ,...-~A---'---~·---- / 1'-4'1:-o" 4'-9" o 6'-3112 4'-5" 1'-1 112" 3' 13" --1'-11/2" 2' -11 1/2" STOR ----,. ---------------' 6'-0 112" OPT MUDROOM EXTENSION SEE SHEET A-2A6 1 ~ ' 10'-10" I ~ ~~.!c~r 6'-0" .. , ~.' ' 3'-5" - 12141--------• co· SUITE DATU ,A " ' '.A-2A4.11 " ' 'A-2A6.1 ,. .. ______ -/ OPT. DR 11" 3'-6" 7" 5' -0" 4'-8" l·-4·~ 4'-1" /1.·· ~-4" 20' -6" GARAGE _________________________________________________ t:\·_~Q_" __ C_~_G __ _ 20'-0" x 20'-0" CLR. MIN. ------; >'c'cC SHEET A-GN1 .2 FOR FIRE ____:k- PROTECTION REQUIREMENTS SUITE ENTRY 10'-0" CLG ·::~-2A4.~ 6 6'-10" 1'-11" 2'-8" 2'-9" GUEST SUITE 10'-0" CLG 5'-4"' 5'-1'" 14'-6" I "' --- 1'-8'' o I ('") -1'-9 1/2" ~ / 2'-31/2" 2'-3" 40'-0" - .... 0 ' 16' -0" 20' -6" b N .... 2' -3'" -KITCHEN 9'-0" CLG I : 'A2A4~12 b ' "' FIRST FLOOR PLAN " N "' N 1/4"= 1'-0" 6 FOR REFER TO: SYMBOLS AND ABBREVIATIONS SHEET A-GN1.1 FOUNDATION INFORMATION FRAMING INFORMATION ELECTRICAL INFORMATION A-IN1.1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS. GENERAL NOTES SECTION3A STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN1.1 (INDEX) ELECTRICAL PLANS A-GN1 1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1 1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH GENERAL NOTES SECTIONS 9, 10A SCHEDULE EXT. HARDSCAPE, LANDSCAPE DRAWINGS BY OTHERS STEPS, PLANTERS, CIVIL DRAWINGS BY OTHERS ETC_ FIREPLACE INFORMATION A-GN1 1 AND GENERAL NOTES SECTIONS 1 OA NOTE· EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES THIS PROFILE IS FOR DIMENSIONAL INFORMATION ONLY REFER TO DRAWINGS BY OTHERS FOR ALL STRUCTURAL INFORMATION. STRUCTURAL ENGINEER SHALL PROVIDE ARCHITECT WITH FINAL DRAWINGS PRIOR TO CONSTRUCTION. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ENTRY PORCHES, PATIOS, STOOPS, WALKS DRIVEWAYS WALLS, STEPS, ETC_ NOT SHOWN HERE REFER TO CIVIL DRAWINGS FOR ALL BUILDING LOCATIONS, GRADING, AND FINISH FLOOR ELEVATION INFORMATION_ NOTE: WATER WILL BE DRAINED AWAY FROM THE BUILD!NG AT LEAST THE FIRST 10'-0" WITH A MINIMUM GRADE OF 6". SEE CIVIL DRAWINGS FOR DRAINAGE INFORMATION AND ALTERNATE DRAINAGE METHODS WHERE THIS REQUIREMENT CAN NOT BE MET BECAUSE THE DISTANCE BETWEEN THE STRUCTURE AND THE PROPERTY LINE IS LESS THAN 10' 2010 CRC R401 3_ / ~ " FOUNDATION NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1 THE SILL HEIGHT JS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING !N THE SLEEPING ROOMS 2010 CRC R31 0_1 2 SHEET ROCK NAILING INSPECTION IS REQUIRED, 2010 CRC R109_1.41 AND 2010 CBC 110 3_5_ REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702_3 5_ 3 THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED. AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916.2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE. THE GARAGE AND !TS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING, 2010 CRC R302.5 & R302.6 5 THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITIED TO BE USED IN THESE LOCATIONS. 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 203 3 208 214 215 222 223 242 415 SOFFIT AT 7'-2" SHELF AND POLE FLOOR PLAN NOTES 14"X6" CORROSION RESISTANT EXHAUST VENTS (2) LOCATIONS 6" MAXIMUM ABOVE SLAB ROLL UP GARAGE DOOR SEE 29&30/A-AD1.2 RECESSED MEDICINE CABINET MIRROR PER CLIENT SOFFIT 0/ GARAGE DOOR, SEE EXTERIOR ELEVATION FOR HEIGHT AND DETAIL OPT. FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-!F..CI-URE +Pl./INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 2A MISSION SLAB & FIRST FLOOR PLAN SHEET NUMBER: A-2A 1.1 PLOT DATE: 00-00-00 • 4.12 RIDGE 4:12 • [J [[=JJ 3/19/2013 1:00:56 PM • 4:12 RIDGE 4:12 • AREA 2 AREA3 AT COVERED PATION OPTION I] ' w G 0 0:: w G 0 0:: AREA 1 ROOF PLAN 302 1/4"= 1'-0" 21 40'-0" 15' -8" 13'-0" 11' -4" 7'-11/2" 7'-2" 1'-4112"' 3'-2" 3'-4" 3'-2" 3'-4" 5'-61/2" 5'-91/2" '" ' ,_ ---------- 0 ' N (o N ' M ~ ..'~ ' A-2A3_1 MBR 9'-0" CLG 14' 3 1/2" .. / 8'-0" CLG 3' 0" / ' MBA ' ---- I. ' 9' -0" CLG ;' A-2A4.11 ¥ 13 2870 / /{,/ 7' 10" 2' -7" t, 1 cw;:;::::'m-, 1 -; 20321 " 1~!:§;; cfl ; -,/·-~ I W.I.C. g· o·· CLG 210 . ' 0 c~,.~--- "' N ~ ~ m ' ,_ ~-------+--~----------+----- 2' -5" 5'-8" 2' -11" 0 ' ro ' ;"'-/ 12'-101/2' I -! 2870 '" ' W.I.C. Co 8'-0" CLG / ----------------------------------" ', 4'-0" 7'-61/2" --36"H LOW WALL W/CAP 3'-11" 1'-81/2" 8' -2" / / / LOFT 9' 0" CLG OPT. BR 5 SEE SHEET A-2A6. 1 4'-2" 8'-2" ' --do,_~ ~.. 208 19'--~0":: -::--- ' ' ' ~ ,' 7'-6 112" 2'-10 1/2" 2'-10" 20'-10" 29'-0" .......................................................................................... ' - / BR3 9'-0" CLG I~ I ,' 0 I ~ 32"x60" 6'-8" _l_ __ _c -- 2'-0" 5-C}_ 2lllllllllllt] ,M~4~7 -BA4 I ~·5~11 9'-0" CLG ~~Yli!i!i!l 0 BR4 9'-0" CLG 7' -T' '" ' ' _f SECOND FLOOR 0 0 ' 1/4"= 1'-0" 6 FOR: SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION REFER TO· SHEET A-GN1.1 A-IN1 1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS GENERAL NOTES SECTION3A FRAMING INFORMATION STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN1 1 (INDEX) ELECTRICAL PLANS ELECTRICAL INFORMATION A-GN1.1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1.1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH GENERAL NOTES SECTIONS 9, 1 OA SCHEDULE EXT HARDSCAPE, LANDSCAPE DRAWINGS BY OTHERS STEPS, PLANTERS, CIVIL DRAWINGS BY OTHERS ETC. FIREPLACE INFORMATION A-GN1.1 AND GENERAL NOTES SECTIONS 10A NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1 THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS 2010 CRC R31 0.1 2 SHEET ROCK NAILING INSPECTION IS REQUIRED, 2010 CRC R109.1.41 AND 2010 CBC 110.3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE. 2010 CRC TABLE R702.3.5. 3 THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916.2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE. THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE. THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING. 2010 CRC R302.5 & R302.6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 2ND FLR ROOF 1. TOTAL ATTIC SPACE CALCULATION: A 1752 SQ. FT X 144 = 252,288 SQ. IN OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 252.288 SQ. IN. /300 = 840.96 TOTAL SQ. IN OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN HIGH VENT REQUIRED= (841 X 50% = 420 48SQ IN ) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SQ. IN. EA. = 500 B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SO IN EA.= 500 C. TOTAL VENTILATION PROVIDED: SQ. IN. OF HIGH VENTILATION PROVIDED SQ. IN OF LOW VENTILATION PROVIDED (HIGH VENT.+ LOW VENT.)= 500 + 500= 1000 SQ. IN OF VENTILATION PROVIDED AREA 2 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1ST FLR ROOF 1. TOTAL ATTIC SPACE CALCULATION: A. 255 SQ. FTX 144 = 36,720 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A 36,720 SQ. IN. /300 = 122.4 TOTAL SQ. IN OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN HIGH VENT REQUIRED= (122 X 50%= 61.2 SQ. IN) A. HIGH VENT REQUIREMENT: 1 OHAGIN VENTS AT 100 SQ. IN EA.= 100 B. LOW VENT PROVIDED: 1 OHAGIN VENTS AT 100 SQ. IN EA.= 1 DO C. TOTAL VENTILATION PROVIDED: SQ. IN OF HIGH VENTILATION PROVIDED SO. IN OF LOW VENTILATION PROVIDED (HIGH VENT.+ LOW VENT.)= 100 + 100 = 200 SQ. IN OF AREA 3 -1/150 REQUIREMENT VENTILATION PROVIDED COVERED PATIO OPTION 1. TOTAL ATTIC SPACE CALCULATION: A. 209 SQ. FT X 144 = 30,096 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 30.996 SQ. IN I 150 = 200 64 TOTAL SQ. IN OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: A. 2 OHAGIN VENTS AT 100 SQ. IN. EA. = 200 SQ. IN. OF VENTILATION PROVIDED ATTIC VENTILATION CALCS 201 1 TOP OF FULL ARCH SOFFIT AT 8'-0" 202 THREE CENTERED ARCHED SOFFIT AT 8'-6" SEE INT. ELEVATION 203 1 SOFFIT AT 8'-0" 203.2 SOFFIT AT 7'-6" 208 SHELF AND POLE 210 217 222 223 302 22"X30" TYP. ATTIC ACCESS 4" DIA. DRYER VENT TO OUTSIDE AIR THROUGH ROOF 14' RUN MAX RECESSED MEDICINE CABINET MIRROR PER CLIENT GUTTERS, TYP. KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI.IF..CI.URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 2A MISSION SECOND FLOOR & ROOF PLAN SHEET NUMBER: A-2A 1.2 PLOT DATE: 00-00-00 \-- 0 0 0 0 3/19/2013 1:01:01 PM b ~ 0 0 0 0 0 0 0 0 . ~ . ~ TOP OF RIDGE 12 HEEL HDR ------__________ / __ _ '-.---- HDR ---r,==;== A-AD1.3 ', ____ / 1 WINGWALLW/ DOOR i I "" ' ;- ~~ -R ~9~ 1-/2-,-----'jc 0 0 I I, ' ~ I 1\ \ R 17'-0" '\ \ j' I GARAGE WING WALL 00 ' rnrn ww 20 A-AD1.1 , ____ / 400 302 19 ·. M\01.1 , TOP OF RIDGE HEEL b T.O.P. • HDR --~ ~ ~ m ' "' N ------------~-~~-~-~-~~-~-~ -- / /!/_ ,/ / I li,, ·' ,. ' 1/2"; 1'-0" w--- 28 m "' N c,--"--.- ' . ~ . ~ FIN. 1ST FLOOR 1/2"= 1'-0" 26 TOP OF RIDGE HEEL T.O.P. HDR T.O.P. HOR A-AD1.2 ------ 14 . A-AD12 . A-AD1.3 ~,--, 1415 I~ I ! . ~ REAR ELEVATION 3 I A-AD1.1 '. _____ --,• ---;:;-'-._ . A-AD1.2 . A-AD1.2 12 -4 --------L~~ -"[IJ 415 \, I \, c ' 302 w ' []] 6 A-AD1.3 400 1/4" = 1 '-0" [IJ [[] ' 20-,---' ', A-AD11 . 4 "' N [[ 6 A-AD1.4 :I -------------~----;;;-- -+---------I - - --::=-= .. -. . rn rn I I I w w uu . I 12 4 ~ //24------\ 25 •' 26 ' A-AD12 ' A-AD1.2 '· A-AD1.2 '-, ---------- 20 ', '. A-AD1.1 TOP OF RIDGE . ~ . 0 ~ [[ 18 i I [[ c ~ A-AD1.3 - - - ------- 'A-AD13 12 [[ rn rn [[] 28 ', A-AD1.2 ' . -'D': ~', ·, A-AD12 on 10 A-AD1.3 6 A-AD1.3 D u 4 20 302 ~ . A-AD11 -___ / ' 3 A-AD1.1 ------ ------< ::, D 0 ' ' :;.....-- 28 12 '\ A-AD1.4 . ' / ' A-AD1.2 - 12 TRUSS HEEL - -----::::::: __ \9._:~::-----------------~-N [) __ F LI3 __ I_QJ'_. __ HDR , ,-----' '-Ill ' ; ' ' ' ' ' ,' 24-.. .. 25\'26 ' A-AD1.2 A-AD1.2 A-AD1.2 ' ----- Lf ' 2 : __________________ ! '· A-AD14 A-AD11 ~ " ' ~ 27 ' ' \ "'1""'11!' ', A-AD1.2 ' ' --------/--~- I ' 16 \ A-AD1.4 I ---' I ----- 30 I A'AD12 ' 1' -2'' --------------"'- GARAGE HDR LIGHT HEIGHT . ~ FIN. 2ND FLOOR ________________ _1 SI_F LR_I_Q,_E, __ _ I I~ rn N I J~~t=J· ,R2'-1"\ o -"<T-' • _ ... _ H++-t++-t++-t++-t--t-++-H-+-H-+-H-+-H-+-IH )\.·-----' ,00 " -'--//2sA~\ OPT. : : 24 -,_ / 25 26 12 4,----- 1-----' ', A-AD1.1 ' rn DOOR . ,A-2AG.~.' ' A-AD1.2 A-AD1.2 A-AD12 ------· ,' ------------ 'A-AD11 18 A-AD1.1 '· -------- . SIM SIM SIM ALLOW FOR 4" DECORATIVE TILE INSET TOP OF RIDGE HEEL , ----____ T.O.P. _____ \0 ___ -._c.:_ HDR ----------------"'""'--+ OJ 19 A-AD1.1 LEFT ELEVATION 12 -4 1==~-------[[ rn RIGHT ELEVATION HEEL _J_ _ ~F~F. 0 T.O.P. ' HDR ._ ' . ~ . ~ "' N 1/4" ; 1 '-0" -+~2NQ_£LR T 0 P_ HDR HDR . ~ . ~ , FIN. 2ND FLOOR 1ST FLR T.O.P. 1/4" = 1 '-0" 416 '. A-AD1.2 -------______________ fJ_N. _ _j_~T_H,Q_QR_ __ 6 ' A-AD1 3 ------- FRONT ELEVATION 1/4"= 1'-0" 8 6 NOTE-FINISH MATERIALS SHALL COMPLY WITH CGBC 4 504_2 EXTERIOR MATERIALS: 1 1 3-COAT STUCCO, REFER TO COLOR SCHEMES 1 _2 MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215. REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS 1.3 SOFFITS/BOTTOM OF CANTILEVERED AREAS: 3-COAT STUCCO, REFER TO COLOR SCHEMES TRIM: 2.1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTIERS AND DOWNSPOUTS: 3.1 ALL ROOFS TO BE GUTTERED WITH DOWN SPOUTS WlTH CORROSION RESISTANT MATERIAL ROOFING: 5.1 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS: BY BORAL ROOFING, ICC# ESR 1647, COOL ROOF, REFER TO COLOR/MATERIAL SCHEMES 6.1 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS: REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS. NOTE 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED 215 302 400 415 416 TO BE INSTALLED OVER WOOD SHEATING, 2010 CRC, R703.6.3 ELEVATION NOTES ROLL UP GARAGE DOOR SEE 29&30/A-AD1 _2 GUTIERS. TYP. ROOFING: LIGHTWEIGHT CONCRETE S-TILE ROOF AT MISSION AND ITALIAN TUSCANY & CONCRETE FLAT TILE AT ENGLISH COUNTRY-SLOPES SHOWN ON ELEVATION, U.N 0. OPT. FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION ADDRESS LOCATION. COORDINATE WITH UTILITY PLAN FOR LIGHTING KEYNOTES 5 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +Pl./INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 2A MISSION EXTERIOR ELEVATIONS SHEET NUMBER: A-2A2.1 PLOT DATE: 00-00-00 z w CL 0 0 ' D 2A MISSION ROOF PLAN 2A MISSION REAR ELEVATION 0 0 .... ' 1STFLR .O.P.2 0 ' FIN. 1ST FLOOR ·=· ~~· , , ·-.····.·.·, iJ ·············,······~·············~~·~··· .l:m~···~········ 'n· .. ·_'.' "·····~·.·.······ ( r1 _________________________________________ , _____ ,::·:·;:_]~ ------------------------------------------,-,,--::----, ~~ 1 28 ITALIAN TUSCANY & 2C ENGLISH COUNTRY ROOF PLAN ;---------------- / / li'"''C: FL WP '!<=) STD CAN OPT PEND ' >:'"-''\ F L 1M" ;;._'-=}( STD CAN OPT PEND_ ' FL WP (("""--; STD CAN /.-=-'_;( ', OPT PEND 2A, 28, 2C FLOOR PLAN 3'-4" OPEN I 3'-0" DOOR T.O. SO FtiT BEYOND ' 0" " ' ' '' ' ' I 1/2" ' ... I 2A FLOOR PLAN MISSION STYLE ONLY ---'------------'j'"f>A 2AMISSION STUCCO BEYOND~-' 3'-4" OPEN -.---,.----------- ---<:.; . ' '-:-_---:;jj ----·--- 1 ".::___ . ---'· ----·--- 28 IT ALlAN TUSCANY & 2C ENGLISH COUNTRY FRONT ELEVATION OPT. ENTRY DOOR FRONT ELEVATION 268 STONE@ ITALIAN TUSCANY BRICK@ ENGLISH COUNTRY 1/2"= 1'-0" 26 ,/ / OPEN / ...... [ [ u 2A MISSION LEFT & RIGHT (OPP HAND) ELEVATION 1ST FLR T.O.P. 2 FIN. 1ST FLOOR 28 ITALIAN TUSCANY REAR ELEVATION LEFT & RIGHT ELEVATION SIM . ~ ' __,_1 S_,_,_T FLR T 0 _ P 2 2C ENGLISH COUNTRY REAR ELEVATION LEFT & RIGHT ELEVATION SIM OPT. COVERED PATIO ~~--1'-7 1/2" 5'-3" 0 ' 0 ' 1/4"; 1'-0" GRAND ROOM 10'-0" CLG <t_ OF FIREPLACE /-. __ ' __ FIN. 1ST FLR --._ ~ - - - -'== - - -C--------r ~ --"" FIN.~A~-------- INTERIOR ELEVATION SIDE EXT. ELEVATION FRONT EXT. ELEVATION NOTE· SEE 21/A-1AX1 1 FOR SLAB INFORMATION OPT. FIREPLACE 1/4"; 1'-0" 3/19/2013 1:01:20 PM 17 [m mm ------·------1 ------------------, _____ j FLOOR PLAN I \ _/ \ 1;;'--'i FL VW ';,_-.,)( STD CAN OPT PEND_ ;."'y FL WP FL WP Q""{: \'-=:/ STD CAN STD CAN /d_;; '\ OPT PEND OPT_ PEND \ FIRST FLOOR PLAN / 2A MISSION REAR ELEVATION (RIGHT & LEFT ELEVATION SIM) _______________ , / / 28 ITALIAN TUSCANY REAR ELEVATION (RIGHT & LEFT ELEVATION SIM) FIN. 1ST FLOOR REAR ELEVATION OPT. TRELLIS 1/4"= 1'-0" . PR 3~6 FRENCH DOOR-S __ _.-·- SECOND FLOOR PLAN ···········································································-.. _ 2C ENGLISH COUNTRY REAR ELEVATION (RIGHT & LEFT ELEVATION SIM) OPT. COVERED PATIO W/ DECK 1/4"; 1 '-0" r H -. OPT. BR 9'-0" CLG WI ------------------------------------------------------------~ •• ·-... \\~- ' ,, -----------'I : ~' ' ' ADfg~~~:i GFI j:::J ADDITIONAL MIRROR, SINK, WALL MOUNTED LIGHT FIXTURE : lL : J r§l I/ RELOCATE STANDARD MIRROR, SINK, WALL MOUNTED LIGHT FIXTURE -- l ___ ~_::_ __ c::'::::c=-=-~=-=-=:~- ./ ; ;,•_ '" ,-., '"" ,-i-<, " ·-~ ALIGN I \/ TOGDO &:· TO CEILING MOUNTED LIGHTS ' 16 SECOND FLOOR-OPT. BEDROOM 1/4"= 1'-0" 1 1 FIRST FLOOR-OPT. MUD ROOM 1/4"; 1'-0" 5 2 1 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE 714.427.6868 FAX; 714.427.6869 ARGHI-IF..CI-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE PLAN 2 FLOOR & ELEVATION OPTIONS SHEET NUMBER: A-2A6.1 PLOT DATE: 00-00-00 c: - - I ' ' I I ', , ... -~-' 3/19/2013 1:01:25 PM ' / ' ' \\ / \ / t' t I • / \ / \ / \ ' . I"' __ .-, .. / AREA 3 / / • 4:12 / RIDGE 4:12 .......... AREA 2 --l / / / / / / 1HCOVERED / / I PATION OPTION • 4:12 RIDGE 4:12 ... • 4:12 w (!) 0 <r w (!) 0 <r 4.12 .......... ........ 4:12 AREA 1 [>(0 "'-I( rill\ l"'=======,============================='l ,j I I . ROOF PLAN 1/4"= 1'-0" I I -;_. .·-· .. -'·' --.,,, 0 -'] j ::'2 < 'Ji.::· ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------'-~- 22 ']-")' -:;;·· INOTE: SEE SHEET A-1A1 1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE I ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SLAB PLAN 1/4"= 1'-0" 21 b ' I' , I ... '··· .... , ... .. ·· .. ·· / I .. · . , .. I ·· ..... · .... / .. · .. WRAP STONE SUITE BATH 9'-0" CLG TO WALL ·····················.····/···/ '. •• /// ., ....... · ••• ••• .. >··· .. /. .. '. < .. /. .. ' . .. • ....... , ..... · ...... · ........ · • ••••• .. >··· L // GUEST SUITE 10'-0" CLG ., ....... · •••••••••• .. >··· ENTRY 9'-0" CLG · .. • WALL MT. LIGHT FIXTURE SEE ELEVATION FOR HEIGHT AND LOCATION III I I • -- • 3'-71/2" ~··· \'::,, . 3'-71/2" BR4 9'-0" CLG Ill C ______ ~f (,I 6'-11'' I NOTE" SEE SHEET A-1A1 2 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE I ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SECOND FLOOR JII GARAGE 9'-0" CLG --· -· -· -· -· -· -· -· -·. I ~~· • 1/4"= 1'-0" 8 •• ! • I ~'4---HATCH PATTERN 2056 SH 2030 SH'IIIIllill INDICATED STONE VENEER / 5'-5" 1 5'-0" 4'-1" 19'-6" \ -----~------------------------------~ WRAP STONE TO WALUOPT. DOOR JAMB I NOTE. SEE SHEET A-1A1 1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE I ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ FIRST FLOOR 1/4"= 1'-0" 6 FOR: SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION REFER TO. SHEET A-GN1.1 A-INU (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS. GENERAL NOTES SECTION3A FRAMING INFORMATION STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN11 (INDEX) ELECTRICAL PLANS ELECTRICAL INFORMATION A-GN1.1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ INTERIOR SHELF INFORMATION INTERIOR FINISH SCHEDULE A-GN1 1 AND FLOOR PLAN GENERAL NOTES SECTIONS 9, 10A EXT. HARDSCAPE, LANDSCAPE DRAWINGS BY OTHERS STEPS, PlANTERS, CIVIL DRAWINGS BY OTHERS ETC_ FIREPLACE A-GN1.1 AND GENERAL NOTES SECTIONS 1 OA INFORMATION NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES I / / I REFERENCE NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1 THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTIOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS, 2010 CRC R310.1 2 SHEET ROCK NAILING INSPECTION IS REQUIRED, 2010CRC R109.1.4.1 AND 2010 CBC 11 0.3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE. 2010 CRC TABLE R702.3.5. 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT_ 2010 CMC 9161 & 916 2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 112" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING. 2010 CRC R302_5 & R302_6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITIED TO BE USED IN THESE LOCATIONS, 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 2ND FLR ROOF 1. TOTAL ATTIC SPACE CALCULATION: A_ 1752 SQ FT X 144 = 252,288 SO IN_ OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 252,288 SO IN./300 = 840.96 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN HIGH VENT REQUIRED= (841 X 50%= 420.48S0 IN.) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SO IN_ EA = 500 B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SO IN EA.= 500 C. TOTAL VENTILATION PROVIDED: SO IN_ OF HIGH VENTILATION PROVIDED SO IN OF LOW VENTILATION PROVIDED (HIGHVENT.+LOWVENT.)= 500+500= 1000 SQ IN OF VENTILATION PROVIDED AREA 2 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1ST FLR ROOF 1. TOTAL ATTIC SPACE CALCULATION: A. 255 SQ. FT X 144 = 36,720 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A_ 36,720 SO IN_/300 = 122 4 TOTAL SQ_ IN OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV_ EAVE VENTS) MIN. HIGH VENT REQUIRED= (122 X 50%= 61.2 SQ. JN.) A. HIGH VENT REQUIREMENT: 1 OHAGIN VENTS AT 100 SO IN_ EA = 100 B. LOW VENT PROVIDED: 1 OHAGIN VENTS AT 100 SQ. IN EA.= 100 C. TOTAL VENTILATION PROVIDED: SO IN_ OF HIGH VENTILATION PROVIDED SQ. IN OF LOW VENTILATION PROVIDED (HIGH VENT_ + LOW VENT) = 100+100= 200 SQ IN OF AREA 3 -1/150 REQUIREMENT COVERED PATIO OPTION 1. TOTAL ATTIC SPACE CALCULATION: VENTILATION PROVIDED A. 209 SQ. FT X 144 = 30,096 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A_ 30,996 SO IN_/150 = 200 64 TOTAL SQ_ IN OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: A. 2 OHAGIN VENTS AT 100 SQ IN. EA = 200 SQ IN. OF VENTILATION PROVIDED ATTIC VENTILATION CALCS KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 28 ITALIAN TUSCANY FIRST & SECOND FLOOR PLAN SHEET NUMBER: A-281.1 PLOT DATE: 00-00-00 3/19/2013 1:01:30 PM 12 4,----- -:;------------J rnrn DJDJ 12 4,-------: OJ [[ -- -- ------ ww 12 41 rn [[] w A-A01.4 I ' __ / 7 , A-AD11 12 rnrn [DDJ! 2ND FLR T.O.P. FIN. 2NQ_FLOOR +-~~ FLR T Q_p_ I ... Ll_41_s_J I I I I I I I I REAR ELEVATION rn []] \ w 415 -·· 6 ·. A..J\01.3 ·-. __ - 12 4~ rn ;, ' rn OJ 20 12 .,----- m w . ----/ 7 'A-AD11 ' w ]] 27 A-AD1.2 1/4" = 1'-0" 19 12 0 ro ./--2o-\ i---------1 A-AD1.1 ;- "' '" 4 8 ·. A-AD1.3 .1 rnrnrn www -------------· A-AD1.3 -------- [[@ Lim 8 / / 7 \ ·. A-AD11. m w 12 4 23 A-AD1.1 rn 12 4,----- 7 A-AD1. ::r~~ ~ /---~ OPT. / 268 \ f-----------------1 DOOR' A-2A6.1 I ' / 24 A-AD1. 12 4 7 ·. A-AD13 1 < ~ "' ---'-,- 14 ' 20 --\, 'A-AD11 . A-AD1.2 ' 6 15 ' A-AD1 2 A-AD1 2 A-AD1 2 _________________ ?-N g __ F ~R __ I_Q _ _E, __ 1ST FLR T.O.P. < ~ "' 23 A-AD1.4 12 -4 13 I . A-AD1.2 LEFT ELEVATION 2ND FLR T.O.P. t! ~ ~ "' N FLR T.O.P. RIGHT ELEVATION A-AD1.4 ' '-.... __ / -~ 28 _, A-AD1.2 12 27 A-AD12 30 ,/ 3 '•\ A-AD1.4 ' ,_ / _j ___ _ 3'-0" EQ EQ 2ND FLJ3 T.O.P. FIN.-ND FLOOR --~1Sl_fLR T.O.P GARAGE HDR LIGHT HEIGHT "' 0 ' ltiM1tttiM1tt1111ttMM1tttM--L_-+~28~ '" 1/4"= 1'-0" 1/4";;;; 1'-0" 6 A-AD1.3 _ _,F"I'N 1ST FLOOR .Co FRONT ELEVATION 1/4" = 1'-0" 8 6 NOTE. FINISH MATERIALS SHALL COMPLY WITH CGBC 4.504.2 EXTERIOR MATERIALS. 1.1 3-COAT STUCCO, REFER TO COLOR SCHEMES 1.2 1 3 TRIM· MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215, REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS SOFFITS/BOTTOM OF CANTILEVERED AREAS 3-COAT STUCCO, REFER TO COLOR SCHEMES 2.1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTTERS AND DOWNSPOUTS: 3.1 ALL ROOFS TO BE GUTTERED WITH DOWN SPOUTS WITH CORROSION RESISTANT MATERIAL ROOFING: 5.1 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS: BY BORAL ROOFING. ICC# ESR 1647. COOL ROOF. REFER TO COLORJMATERIAL SCHEMES 6.1 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS: REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS NOTE 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED 400 415 416 TO BE INSTALLED OVER WOOD SHEATING, 2010 CRC, R703.6.3 ELEVATION NOTES ROOFING. LIGHTWEIGHT CONCRETE S-TILE ROOF AT MISSION AND ITALIAN TUSCANY & CONCRETE FLAT TILE AT ENGLISH COUNTRY-SLOPES SHOWN ON ELEVATION, U.N.O. OPT. FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION ADDRESS LOCATION, COORDINATE WITH UTILITY PLAN FOR LIGHTING KEYNOTES 4 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +PLANNING STAMP: 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 28 ITALIAN TUSCANY EXTERIOR ELEVATIONS SHEET NUMBER: A-282.1 PLOT DATE: 00-00-00 "' ' 3/19/2013 1:01:33 PM • 9:12 9.12 • RIDGE PORCH F.S. -3'' I PORCH SLAB I ' I \. I I ' ' P. I \ I \ I LU (9 0 ~ / AREA 2 / /AT COVERED PATION OPTION .......... 6.12 RIDGE 6:12 • ., ;T-=\E i'i;\.i (,;< __ -=<.C:F ,_0:-'f-:Yf-:=:f<. ·:\i G:·:·-"'.'C .. >"L.'~_--'<-D~-_,:\\·~/~C.:;.<,:-;\· U"il-1 -T<?_: • 6:12 I LU (9 0 ~ LU (9 0 ~ 6:12 • • 6'12 AREA 1 ROOF PLAN '" ~- 1/4"= 1'-0" 22 I · .. ;f/1 /•_ NOTE: SEE SHEET A-1A1 1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE SLAB PLAN 1/4"= 1'-0" 21 m ' ' ' 1 ''···,,. .. ' '1 , , , ··'······' T .. ·······1r : , ' ..... ,' ' ······ , .......... , 1 U L ( r=-L., ... , 1 ..... ,.,J,,, .. ·,·······:,·, i .... ·.·. l:. ·····' .iJi : r : ' · ... · ~""'···. ...... ······· , l ' .. ,... ...... 1 r '........ .····· .·.·····• ,:,:,:,:~ ',' .... · ........... T : T ;/ : ··· .... , ...... ····· ': ,····., .. ''/ ..... ::l····,l .. T ....... TT l ' ........... !1······ ........ . ' '. 3'-0" 5'-2" SUITE BATH 9'-0" CLG 5'-0" 2'-9" 4' -3" / 2'-6" 2'-6 GUEST SUITE 10'-0" CLG 8'-2" ENTR't 7-'"' <J_,:, WALL MT. LIGHT FIXTURE SEE ELEVATION FOR HEIGHT AND LOCATION 5'-9" 14' -6" 2'-51/2" 4'-6" 0 '-71/2" 3'-71/2" 6'-11" 7'-61!2" 5'-81/2" 7'-7" NOTE" SEE SHEET A-1A1 2 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE SECOND FLOOR 1/4" = 1 '-0" 8 \?l\et\\;~.~~; ~:.,c· Ci.C NOTE. SEE SHEET A-1A1 1 FOR ALL NOTES & DIMENSIONS NOT SHOWN HERE FIRST FLOOR 1/4"= 1'-0" 6 FOR' SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION REFER TO: SHEET A-GN1 1 A-IN1 1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS GENERAL NOTES SECTION3A FRAMING STRUCTURAL DRAWINGS I DETAILS BY OTHERS INFORMATION GENERAL NOTES SECTION 6A ELECTRICAL A-IN1 1 (INDEX) ELECTRICAL PLANS INFORMATION A-GN11 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1 1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH SCHEDULE GENERAL NOTES SECTIONS 9, 10A EXT HARDSCAPE, LANDSCAPE DRAWINGS BY OTHERS STEPS, PLANTERS, CIVIL DRAWINGS BY OTHERS ETC . FIREPLACE A-GN11 AND GENERAL NOTES SECTIONS 10A INFORMATION NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTIOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS. 2010 CRC R310.1 2. SHEET ROCK NAILING INSPECTION IS REQUIRED, 2010 CRC R109.1.4.1 AND 2010 CBC 110 3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702.3.5. 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916.2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING. 2010 CRC R302.5 & R302.6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS, 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 2ND FLR ROOF 1. TOTALATIIC SPACE CALCULATION: A. 1752 SO FT X 144 = 252,288 SO IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 252,288 SQ. IN./300 = 840.96 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN. HIGH VENT REQUIRED= (841 X 50%= 420 48SQ IN.) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SQ. IN. EA. = 500 B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SQ. IN EA.= 500 C. TOTAL VENTILATION PROVIDED: SQ. IN. OF HIGH VENTILATION PROVIDED SQ. IN OF LOW VENTILATION PROVIDED (HIGH VENT.+ LOW VENT.)= 500 + 500= 1000 SQ. IN OF VENTILATION PROVIDED AREA 2 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1ST FLR ROOF 1. TOTAL ATTIC SPACE CALCULATION: A. 255 SQ. FT X 144 = 36,720 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 36,720 SQ. IN. /300 = 122.4 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN. HIGH VENT REQUIRED= (122 X 50%= 61 2 SQ IN.) A. HIGH VENT REQUIREMENT: 1 OHAGIN VENTS AT 100 SO IN. EA.= 100 B. LOW VENT PROVIDED: 1 OHAGIN VENTS AT 100 SQ. IN EA.= 100 C. TOTAL VENTILATION PROVIDED: SQ. IN. OF HIGH VENTILATION PROVIDED SQ. IN OF LOW VENTILATION PROVIDED (HIGH VENT.+ LOW VENT.)= 100 + 100 = 200 SQ. IN OF AREA 3 -1/150 REQUIREMENT VENTILATION PROVIDED COVERED PATIO OPTION 1. TOTAL ATTIC SPACE CALCULATION: A. 209 SQ. FT X 144 = 30,096 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED; A. 30,996 SQ IN./150 = 200 64 TOTAL SQ. IN OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: A. 2 OHAGIN VENTS AT 100 SQ. IN. EA. = 200 SQ. IN. OF VENTILATION PROVIDED ATTIC VENTILATION CALCS KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE 714.427.6868 FAX: 714.427.6869 ARGHI.IF..CI.URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP; PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY; Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE PLAN 2C ENGLISH COUNTRY FIRST & SECOND FLOOR PLAN SHEET NUMBER A-2C1.1 PLOT DATE: 00-00-00 ----, 26 25 24 A-AD1 2 A-AD1 2 A-AD1 2 I rnrn 3/19/2013 1:01:37 PM [[[[ r_-_-_-_---- rn rn _:-_______ "' ___ _ 0 .... 0 ' [ 36 ' A-AD1.1 m UL 7 ' A-AD13 • 2ND FLR T.O.P. __ fj_t! __ :2 N Q_F LQQR_ __ _ REAR ELEVATION 24 25 26 A-AD1 2 A-AD1.2 A-AD1 2 - ,_ ' ITil w 8 A-AD13 m w 36 ' A-AD1.1 , 27 • A-AD1.2 ' --__ , . JAMB 1/4"= 1'-0" m w HEAD 28 m w 12 61 [] ' A-AD12 A-AD1 3 '---' 19 12 I A-AD11 rn [[J m w "' N 0 ' 36 I 'A-AD11 [0[0[[ ' A-AD13 8 ' ' A-AD1 3 24 25 \,/ 26 OPT. DOOR 'M.A61 A-AD13 12 A-AD11 A-AD1 2 A-AD1 2 . A-AD1 2 SILL JAMB ~E~~ lll,~~~ m w .... 6 , A-AD13 J "' N I 30 A-AD11 12 25··/26 ,/24' A-AD1 2 ' A-AD1 2 , A-AD1 4 JAMB HEAD SHUTTER HEAD / 30 A-AD12 HDR A-AD12 'A-AD14 ' l······· .2ND FLR T 0 P. ro N ·~-------~~ ------ _______ fJN _?N Q£\o.QQR __ _ -{---1' SI_FLR T 0 P 7 ·. A-AD1.3 ', 'I·, I I i: 15 -18 17 i ' A-AD12 A-AD1.2 A-AD1.2 SILL ' _J' '--- JAMB HEAD 2ND FLR T.O P. ro N ....... ,F,IN,. NO FLOOR 1 S FLR T.O.P. .. ' --'jcc-'-F~IN ST FLOOR "' LEFT ELEVATION 12 -6 12 \ A-AD11 RIGHT ELEVATION 2ND FLR T.O.P FIN. 2ND_E_LOOR 1ST FLR T.O.P FIN. 1ST _E_LOOR 1/4" = 1'-0" 1/4"= 1'-0" A-AD13 GARAGE HDR LIGHT HEIGHT ~o en 29 ',Co A-AD12 j ....... cF .• IN 1ST FLOOR Oo. FRONT ELEVATION 1/4" = 1'-0" 8 6 NOTE FINISH MATERIALS SHALL COMPLY WITH CGBC 4 504.2 EXTERIOR MATERIALS: 1 1 3-COAT STUCCO, REFER TO COLOR SCHEMES 1 2 1 3 TRIM MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215. REFER TO COLORfMATERIAL SCHEMES FOR MODEL AND COLOR SPECS SOFFITSfBOTTOM OF CANTILEVERED AREAS: 3-COAT STUCCO, REFER TO COLOR SCHEMES 2 1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTTERS AND DOWNSPOUTS· 3 1 ALL ROOFS TO BE GUTTERED WlTH DOWN SPOUTS WITH CORROSION RESISTANT MATERIAL ROOFING. 51 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS BY BORAL ROOFING, ICC# ESR 1647, COOL ROOF REFER TO COLORfMATERIAL SCHEMES 6 1 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS. NOTE 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED 215 302 400 415 416 TO BE INSTALLED OVER WOOD SHEATING, 2010 CRC, R703 6 3 ELEVATION NOTES ROLL UP GARAGE DOOR SEE 29&30fA-AD1.2 GUTTERS. TYP ROOFING LIGHTWEIGHT CONCRETE S-TILE ROOF AT MISSION AND ITALIAN TUSCANY & CONCRETE FLAT TILE AT ENGLISH COUNTRY-SLOPES SHOWN ON ELEVATION. U.N 0 OPT FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION ADDRESS LOCATION COORDINATE WITH UTILITY PLAN FOR LIGHTING I KEYNOTES 4 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CIURE ~ Pl/INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 2C ENGLISH COUNTRY EXTERIOR ELEVATIONS SHEET NUMBER: A-2C2.1 PLOT DATE: 00-00-00 : -_;:-- - - -;I / / -'ill ( I ,c"J \ \ -ll' Ill '-----: ___ -----,-------,---"""""''I I [j_=~ 40'-0" 19'-31/2" 20'-81/2" • 1/4:12 PATIO SLAB I PATIO FF -3" FF +0" AT EXTERIOR LANDING: 7-1/2" MAX 2" MIN BELOW SCREED ---'----~ ' I ' \ I __ )--1 __ ..,~ __ _/ - -----j VERIFY ELECTRICAL REQUIREMENTS AT KITCHEN ISLAND W/ GENERAL CONTRACTOR SLAB ON GRADE (REFER TO STRUCTURAL DRAWINGS BY OTHERS) FF +0" -----START OF GARAGE SLAB SLOPE 5'-0" __ IFF•~'~' ~v PORCH F S. -3" '-0: -7_5" AT EXTERIOR LANDING: 7-1/2" MAX 2'' MIN BELOW SCREED 118'12 , •. GARAGE SLAB AT EXTERIOR LANDING: 7-112" MAX 2" MIN BELOW SCREED L---~~+----------------------~1~ ~ CONCRETE DRIVEWAY 1' -OJ' 2' -0" / 16'-0" 2' -0" 1/4:12 6" I w ~ I "-I ii! I ~ I "-I 0 1--J --4'-0"x3'--D" -----'\- CONC. STOOP "' - -·· + f ~-----~---------------:-··~l--~·-~1-~~--------------------------~~+-~~ I I PORCH SLAB I 14'-6" 4'-0" 3' -0" 16'-6" 2' -0" 21'-6" 18' -6" 40'-0" SLAB PLAN 1/4"= 1'-0" 3/19/2013 12:55:15 PM 21 / FIREP~~~,:,sr,;"-SEE EAS~-=-L.L.._V "_'I'V_'_"_ SHEET '2.:~~-= FOR SIM. EXT. Ell f'" --- ~ - b N : -,- 1 I I I L_ .;:"'\. ' ·. A-3A3.1 /--,, __ / BA2-- 9'-0" CLG 19'-31/2" 9'-8" 9' - 7 112" __ , .· 8 \.. ·. A-3A3.1 , f I 40'-0" 20'-81/2" 11'-8112" 2'-0" 6' -0" / "' "~"=-----l=jJ···························································································-~---·· -~ ~ ' N GRAND ROOM 10'-0" CLG ~ ' N ' 3x 3056 SH MULL -1'-0" 2'-9" -61/2" 14'-0" 3'-11/2" )1" _,. 2'-10112" 0 ~ 12' -91/2" / / --0 202.1 ' '- . ////////////Y/// /// ////~~:::::; -I -:I_' TI I :i"lll I :!:Ill I TIll ---'L UJ 6080 ? " " I "' 4'o:P' 5'-6" OPT 12'-0" BI-FOLD DOORS 21-r;;;:;;:::;---l IC :-A I 0 I I;~ :)1~161 -1 11 ,_ 4'-0 ,12" !;;~ :; t -~PAIY.-1 i 9-0' ~~~" 0 ' 8'-8" DEN 9'-0" CLG --+-206 Kl CHEN 10-0" CLG '-9112" ~ 201 1 ~ " --Y' ~ I '; I .,_ 201 1 ----~~v /'/ 9' -0" 201.1 ./ ~ 2011 7 1/2"-/ u: 1/2" 5'-10'' ,,2'-9112" 1' -11" 3'-2" -:;; 3" .,_ 13'-1" ' 0 ~ g "' w " ::0 5'-6" 3'-11" M ' b GARAGEN 9'-0' CLG 20'-0" x 20'-0" CLR. MIN. SEE SHEET A-GN1.2 FOR FIRE PROTECTION REQUIREMENTS . 6'-31/2" 6'-0" ---- cn3.-5 112" 2'-6" 20'-0'' 3' 11" 10", ,a,}12" ~~-------------------+-------------- BR2 9'-0" CLG 3'-2'' 2' -8'' 3' -4'' 2' -8" 20'-0'' 1201 11 2'-2" 8" 3'-91.2" ' -0"1'-6"6" 40'-0" - ~~(////;/L/:///u/L~ ~ 16'-0" 20'-0" 2' -0" / I I I I I o-_j I '" -N f- ' 0~ _c -----o'-',"' FIRST FLOOR PLAN --+--+-FIREPLACE OPT_ - SEE ELEVATION SHEET A-3A6 1 EXT. ELEVATION 1/4" = 1 '-0" 6 FOR: REFER TO. SYMBOLS AND ABBREVIATIONS SHEET A-GN1.1 FOUNDATION INFORMATION FRAMING INFORMATION ELECTRICAL INFORMATION A-IN1.1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS GENERAL NOTES SECTION3A STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECT! ON 6A A-IN11 (INDEX) ELECTRICAL PLANS A-GN1.1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ INTERIOR SHELF INFORMATION A-GN1 1 AND FLOOR PLAN INTERIOR FINISH SCHEDULE GENERAL NOTES SECTIONS 9, 1 OA EXT. HARDSCAPE. STEPS PLANTERS. ETC LANDSCAPE DRAWINGS BY OTHERS CIVIL DRAWINGS BY OTHERS FIREPLACE INFORMATION A-GN1.1 AND GENERAL NOTES SECTIONS 10A NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE AL TERANATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES THIS PROFILE IS FOR DIMENSIONAL INFORMATION ONLY REFER TO DRAWINGS BY OTHERS FOR ALL STRUCTURAL INFORMATION STRUCTURAL ENGINEER SHALL PROVIDE ARCHITECT WITH FINAL DRAWINGS PRIOR TO CONSTRUCTION REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ENTRY PORCHES, PATIOS, STOOPS, WALKS DRIVEWAYS. WALLS, STEPS, ETC. NOT SHOWN HERE REFER TO CIVIL DRAWINGS FOR ALL BUILDING LOCATIONS. GRADING, AND FINISH FLOOR ELEVATION INFORMATION. NOTE: WATER WILL BE DRAINED AWAY FROM THE BUILDING AT LEAST THE FIRST 10'-0" WITH A MINIMUM GRADE OF 6" SEE CIVIL DRAWINGS FOR DRAINAGE INFORMATION AND ALTERNATE DRAINAGE METHODS WHERE THIS REQUIREMENT CAN NOT BE MET BECAUSE THE DISTANCE BETWEEN THE STRUCTURE AND THE PROPERTY LINE IS LESS THAN 10', 2010 CRC R401.3. FOUNDATION NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1 THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTIOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS. 2010 CRC R310.1 2. SHEET ROCK NAILING INSPECTION IS REQUIRED, 2010 CRC R109.1.4.1 AND 2010 CBC 11 0.3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702.3.5. 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED . OR 24" PROTECTED. AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916_1 & 916.2 4_ THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE. THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING. 2010 CRC R302.5 & R302.6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BYWATER. USE FIBER-CEMENT. FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS, 2010 CRC R702 4 2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 201 1 202 202 1 206 215 223 224 242 FLOOR PLAN NOTES TOP OF FULL ARCH SOFFIT AT 8'-0" THREE CENTERED ARCHED SOFFIT AT 8'-6" SEE INT. ELEVATION THREE CENTERED ARCHED SOFFIT AT 8'-0" SEE INT ELEVATION +36" COUNTER W/2X6 WALL BELOW, COUNTER MATERIAL PER CLIENT AND INT_ DESIGN PACKAGE ROLL UP GARAGE DOOR SEE 29&30/A-AD1.2 MIRROR PER CLIENT TANKLESS WATER HEATER. ATTACH AND VENTILATE PER MNFR. INSTRUCTIONS_ (RINNAI VALUE SERIES #751) SOFFIT 0/ GARAGE DOOR. SEE EXTERIOR ELEVATION FOR HEIGHT AND DETAIL KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 3A MISSION SLAB & FIRST FLOOR PLAN SHEET NUMBER: A-3A 1.1 PLOT DATE: 00-00-00 2" AREA3 4:12 3/19/2013 12:55:17 PM AREA4 • 4:12 w (.') 0 0:: RIDGETYP. - 2 . A-AD11 ( 20 . A-AD1.1 --·---- RIDGE w (.') 0 0:: 25 A-AD1.1 . ____ / RIDGE TYP. 2o __________________ ·, ·, A-AD11 . ____ / • 4.12 4:12 • AREA 1 4:12 AREA2 • ROOF PLAN ------, r : • 4:12 4:12 ......... EAVE/ A-AD11 , ______ / [] I I I I I I I I I I I I I I I 1/4"= 1'-0" m . "' ' 0 ' 21 19'-31/2" / 4' -2" 11'-0" 3'-9" 3'-6" 3' -9" "'······················································I···························· 0 . ~\.. . A-3A31 ,' 2 3DsOSHMWL i .. . I "' 9 15'-0" BR2 9'-0" CLG 11' -11 1/2" ···:? ••• \~:; •.• 36 x66 • J ~ ~--.. 17 112" I/ l '}································· • -I I :J'\\-222 \~s,o [:; 'c:_,j/ 223 ·-,"'-' ;;; -· ~~C~G A'" ,o.o SH H ~-2"" '-7 I _, I '-. ((" ----I •• \', .. 36"x66" • ~ 112"' 3'-1" LINEN 12'-2 1/2" BR3 9'-0" CLG 4'-61/2" 3'-5" 6' -2" 11·-4"' 12'-6" / 20'-0" 34'-0" 4'-11/2" ./~ " A-3A3.1 r --~ ~31_1 0 "' ' 3" 0" 6" 6"-5" 4'-7'' 34' 0" / 7'-41/2" / 1130 sO SH .......... - 3'-11/2" / _/ / / 14'-81/2" / I "' / / / .!.-71/2" <-3A4} 15'-0" LOFT 9'-0" CLG 14'-31/2" I "' I / 3'-1" 3'-1" 14'-0" 7'-4" / / / _/ / / 4'-2" 4'-81/2'' / / I 0 -----+--· ~ 2x 3D 50 SH MULL N SECOND FLOOR PLAN -~ N • • "' ' 1/4" = 1'-0" 6 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1 THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS, 2010 CRC R310.1 2 SHEET ROCK NAILING INSPECTION IS REQUIRED 2010 CRC R109.1 4.1 AND 2010 CBC 110.3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702.3.5. 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT 2010 CMC 916.1 & 916.2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE. THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING, 2010 CRC R302 5 & R302 6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. USE FIBER-CEMENT. FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS, 2010 CRC R702 4 2 6 ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -11300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1. TOTAL ATTIC SPACE CALCULATION: A. 1,790 SQ.FTX144=257,760 SQ.IN.OFATTIC 2. TOTAL VENTILATION REQUIRED: A. 257.760 SQ. IN. f 300 = 859.2 TOTAL SO IN. OF VENITLATION REO'D 3. TOTAL VENTILATION PROVIDED: {HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN OF 50% HIGH VENT AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN. HIGH VENT REQUIRED= (859 X 50%"' 429.6 SQ. IN.) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SQ. IN. EA. = 500 B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SO IN EA = 500 C. TOTAL VENTILATION PROVIDED: SQ. IN. OF HIGH VENTILATION PROVIDED SQ. IN OF LOW VENTILATION PROVIDED (HIGH VENT.+ LOW VENT.)= 500 + 500= 1.000 SQ. IN OF VENTILATION PROVIDED AREA 2-1/150 REQUIREMENT 1. TOTAL ATTIC SPACE CALCULATION: A. 360 SQ. FTX 144= 51.840 SQ IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 51,840 SQ. IN. I 150 = 345.6 TOTAL SO IN. OF VENITLATION REO'D 3. TOTAL VENTILATION PROVIDED: 4 OHAGIN VENTS AT 100 SQ. IN. EA. = 400 4 x 100 = 400 AREA 3 -11150 REQUIREMENT 1. TOTAL ATTIC SPACE CALCULATION: A. 59 SQ. FT X 144 = 8,496 SQ IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 8,496 SQ. IN./150 = 56.64 TOTAL SQ. IN. OFVENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: 10HAGINVENTSAT 100SQ.IN EA.=100 1x100=100 AREA 4-1/150 REQUIREMENT 1. TOTAL ATTIC SPACE CALCULATION: A. 27 SQ. FT X 144 = 3,888 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 3.888 SQ. IN./150 = 25.92 TOTAL SO IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: 10HAGINVENTSAT 100SQ.IN EA.=100 1x100=100 AREA 5-1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1. TOTAL ATTIC SPACE CALCULATION: A. 264 SO FT X 144 = 38,016 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 38,016 SQ. IN./300"' 126.72 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: {HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) 203 1 208 210 222 223 227 MIN. HIGH VENT REQUIRED= (127 X 50%= 63 36 SQ. IN.) A. HIGH VENT REQUIREMENT: 1 OHAGIN VENTS AT 100 SQ. IN. EA.= 100 SQ. IN. OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 1 OHAGIN VENTS AT 100 SQ. IN EA.= 100 SQ. IN OF LOW VENTILATION PROVIDED C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 100 + 100= 200 SQ. IN OF VENTILATION PROVIDED ATTIC VENTILATION CALCS SOFFIT AT 8'-0" SHELF AND POLE 22"X30" TYP ATTIC ACCESS RECESSED MEDICINE CABINET MIRROR PER CLIENT TUB PLATFORM SURFACE MATERIAL PER CLIENT AND INTERIOR DESIGN PACKAGE KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI.IF..CI.URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE• 949.474.6030 STAMP• PROJECT NAME PROJECT MANAGER VA PROJECT DESIGNER DP DRAWN BY• Bl, MM PROJECT NUMBER: 12046 REVISIONS• BID SET SHEET TITLE: PLAN 3A MISSION SECOND FLOOR & ROOF PLAN SHEET NUMBER: A-3A 1.2 PLOT DATE: 00-00-00 4 18 A-AD1.3 b ' 3/19/2013 12:55:22 PM 1 \ . A-AD11 12 rn '[[]'''''''''''''''''' /,,',,, ~ / 19 Jli"=='='£ A-AD1.1 T 11 A--AD1.3 , A-AD1.3 ·------" rn ' 20 '\ A-AD11 / ____________________ _\ OJ LD ' A-AD1.2 JAMBi 25 A-AD1.3 ' ------- A-AD1.3 20 '. A-AD1.1 , 20 '. A-AD1.1 1 12 4 6 ·. A-AD13 ·----- REAR ELEVATION ____________________ _-, rn i1J [] 9 IN. 2ND FLOOR 1ST FLR T 0 P. HDR b FIN. 1ST FLOOR 24 SILL ·r A-AD1.2 25 JAMB ( . A-AD1.2 26 HEADi A-AD1.2 1/4"= 1'-0" 12 rnrn 19 __; HEAD '· A-AD1.1 ' 28 I A-AD1.2 D ·. A-AD1.3 ' ' 27 A--AD1.2 -JAMB ---- -----. 19 1-.\ 'A-AD1.1 OJ [IJ -----. ------ -------------------' OJ LD OJ w ··'-c;··· 12 I '4 . A-AD1.1 HDR 8 6 \_ ·. A-AD1.2 A-AD1.2 . A-AD1.2 3 , A-AD1.1 HDR OJ w rn ___ / ·. ------- 6 '. A-AD1.3 -. ___ --" 19 . A-AD11 ' 20 12 DJDJDJ 17 A-AD1.3 "' ft""i'"";l' ~- EO EO 6 7 8 A-AD1 .2 A-AD1 2 A-AD1 2 ·---. ·----. -._ --· " SILL JAMB HEAD 2ND FLR TOP, HDR -~F~I~N 2ND FLOOR -----------------"-. ______________ _1_$T fLR_T_Q,_F'_._ __ HDR LEFT ELEVATION lf~~;;;;ij===-t--=f==:_:::_~~~l:ic"'-_~ -{c-"2NQ_FLR T 0 P. 18 --..... :::~~~~~--~,~-~~~~~ ------ ' -- FIN. 2ND FLOOR 1ST FLR T.O.P. HDR -{c-FCJIN._j_ST FLOOR ' A-AD1.3 , ----- RIGHT ELEVATION 4 24 : ............... , ... , 1/4"= 1'-0" 1/4"= 1'-0" /-~\ ' 1 I ----------. A-AD1.1 ·' 2ND FLF_LT~ 30 ·. A-AD1.2. FIN. 2ND FLOOR 1STFLRTOP. 29 A-AD12 FIN. 1ST FLOOR FRONT ELEVATION 1/4"= 1'-0" 8 6 NOTE· FINISH MATERIALS SHALL COMPLY WITH CGBC 4 504 2 EXTERIOR MATERIALS: 1.1 3-COAT STUCCO, REFER TO COLOR SCHEMES 1.2 1,3 TRIM. MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215, REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS SOFFITS/BOTTOM OF CANTILEVERED AREAS: 3-COAT STUCCO, REFER TO COLOR SCHEMES 2.1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTIERS AND DOWNSPOUTS: 3.1 ALL ROOFS TO BE GUTTERED WITH DOWN SPOUTS WITH CORROSION RESISTANT MATERIAL ROOFING: 5.1 CONCRETE ROOF TILE (PITCHED PROFILE TILE). VENTS: BY BORAL ROOFING. ICC# ESR 1647 COOL ROOF REFER TO COLOR/MATERIAL SCHEMES 6.1 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS: REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS. NOTE: 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED TO BE INSTALLED OVER WOOD SHEATING. 2010 CRC, R703.6 3 ELEVATION NOTES 416 ADDRESS LOCATION. COORDINATE WITH UTILITY PLAN FOR LIGHTING KEYNOTES 4 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714,427,6868 FAX: 714,427,6869 ARGHI-IF..CI-URE +Pl./INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949,474.6030 STAMP; PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY1 Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE PLAN 3A MISSION EXTERIOR ELEVATIONS SHEET NUMBER: A-3A2.1 PLOT DATE: 00-00-00 / / 3/19/2013 12:55:40 PM I ~_d \ \ ul --..._ ': --=--=--=--:':J ·-=·- • 4:12 w 412 • -•1)0- RIDGE w (9 0 cr • 4 12 4 12 • AREA 1 ROOF PLAN 1/4" = 1'-0" SLAB ON GRADE (REFER TO STRUCTURAL DRAWINGS BY OTHERS) I GARAGE SLAB I '········rl~~---···················· ======---·······································r····.J L, ............... J -..---CONCRETE DRIVEWAY 7'-6" 0 ' r--------. +·······························-~ PORCH F S -3" 1/4 12 ""¥""" I PORCH SLAB '"1 r -+---~- L_ ___________ L_I ____ ~I~ ~ 6'-6" 20'-0" 6" " " " .. 4'-0" 1' -6" NOTE SEE SHEET A-3A 1.1 FOR ALL NOTES AND DIMENSIONS NOT SHOWN HERE SLAB PLAN 1/4" = 1'-0" 17 16 ' {> \\ •-·.··· ) . •············· s( ·._ . / I ( \,\ II~J .. · ' •' .. :-;--!\,, <L '. =. _,d./,:_;c_-._-... -•• , .•• =::.;:,, .. ··· ....•.... · .) •.. -. ·.---~ \ ' . ·-.....•. ·.··- '• ...• . >< < .·· ... ·.·._ ·.· _·.· .. , / ... · ---=264]601 FX RD~FX 4'-0" 2"-0" "2'-0" 12' -6" FOR SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION FRAMING INFORMATION ELECTRICAL INFORMATION REFER TO SHEET A-GN1 1 A-IN1 1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS. GENERAL NOTES SECTION3A STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN1 1 (INDEX) ELECTRICAL PLANS A-GN1.1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1.1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH GENERAL NOTES SECTIONS 9 1 OA SCHEDULE EXT HARDSCAPE, LANDSCAPE DRAWINGS BY OTHERS STEPS. PLANTERS, CIVIL DRAWINGS BY OTHERS ETC. FIREPLACE A-GN1.1 AND GENERAL NOTES SECTIONS 10A INFORMATION NOTE EXTERIOR ELEVATION 'A' SHOWN SEE ALTERANATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES '/'•• . ? ,.,-)'!············ •• ' i /AIIbl==l'===="=~· r :c : !I '" ' 4'-01/2" ' NOTE: SEE SHEET A-3A1.2 FOR ALL NOTES AND DIMENSIONS NOT SHOWN HERE E! ------1 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL I 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1 THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS, 2010 CRC R310 1 2 SHEET ROCK NAILING INSPECTION IS REQUIRED 2010 CRC R1091 4.1 AND 2010 CBC 110.3.5 REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE 2010 CRC TABLE R702 3.5 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT 2010 CMC 916 1 & 916 2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE. THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 112" SHEETROCK ON THE GARAGE SIDE THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING, 2010 CRC R302 5 & R302 6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. USE FIBER-CEMENT FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS 2010 CRC R702 4 2 6 ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1. TOTAL ATTIC SPACE CALCULATION: A 1,790 SO FT X 144 = 257,760 SQ IN OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 257,760 SO IN./300 = 859.2 TOTAL SQ. IN OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN OF 50% HIGH VENT AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN. HIGH VENT REQUIRED= (859 X 50%= 429 6 SO IN.) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SQ. IN. EA. = 500 B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SO IN EA.= 500 C. TOTAL VENTILATION PROVIDED: SQ IN. OF HIGH VENTILATION PROVIDED SO IN OF LOW VENTILATION PROVIDED (HIGH VENT.+ LOW VENT.)= 500 + 500= 1.000 SQ IN OF VENTILATION PROVIDED AREA 2-1/150 REQUIREMENT 1. TOTAL ATTIC SPACE CALCULATION: A. 360 SQ FT X 144 = 51.840 SQ IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A 51,840 SO IN /150= 3456 TOTALSQ IN OFVENITLATIONREQ'D 3. TOTAL VENTILATION PROVIDED: 40HAGINVENTSAT 100SQ.IN.EA.= 400 4x100=400 AREA 3 -1/150 REQUIREMENT 1. TOTAL ATTIC SPACE CALCULATION: A 59 SO FT X 144 = 8,496 SO IN OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 8,496 SQ IN./150 = 56.64 TOTAL SQ. IN OF VENITLATION REO'D 3. TOTAL VENTILATION PROVIDED: 10HAGINVENTSAT 100SQ.IN EA.=100 1x100=100 AREA 4 -1/150 REQUIREMENT 1. TOTAL ATTIC SPACE CALCULATION: A 27 SO FT X 144"' 3,888 SO IN OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 3,888 SQ IN I 150 = 25.92 TOTAL SQ. IN OF VENITLATION REQ'D r------------------------~----------------~---------------------------------,-----j3. TOTAL VENTILATION PROVIDED: .. ·· ~ • . _·-.. 3' -2" / REFER TO ELEVATION FOR LOCATION & HEIGHT 2650 SH "///// /l!i __ ... ··· __ ... ··· ........ -----··+·== 5 1/2"· 2'-8" 3'-4" 2'-8" 2'-2" 6" 4'-0" 1'-01/2'.2'-0" SECOND FLOOR " ' " ' !! i !! i I " ' ' ' .. ·'· < '-'· ·7·····7·····7·····/················-·-·-·-·-·-···················-···-······· 16' -0" / / / / /'/ / / 20'-0" / FIRST FLOOR I I 1/4"= 1'-0" 8 NOTE: SEE SHEET A-3A 1 .1 FOR ALL NOTES AND DIMENSIONS NOT SHOWN HERE 1/4" = 1'-0" 6 10HAGINVENTSAT 100SQINEA=100 1x100=100 AREA 5-1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1. TOTAL ATTIC SPACE CALCULATION: A 264 SQ FT X 144 = 38 016 SO IN OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 38.016 SO IN./300 = 126.72 TOTAL SQ IN OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN OF 50% HIGH VENT AREA PROVIDED TO BE A MIN OF 3' ABV EAVE VENTS) MIN HIGH VENT REQUIRED= (127 X 50%= 63 36 SQ IN) A. HIGH VENT REQUIREMENT: 1 OHAGIN VENTS AT 100 SQ IN. EA."' 100 SQ IN. OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 1 OHAGIN VENTS AT 100 SQ IN EA "' 100 SO IN OF LOW VENTILATION PROVIDED C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 100 + 100= 200 SO IN OF VENTILATION PROVIDED ATTIC VENTILATION CALCS I KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CIURE ~ Pl/INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 38 ITALIAN TUSCANY PARTIAL SLAB, FIRST, SECOND AND ROOF PLAN SHEET NUMBER: A-381.1 PLOT DATE: 00-00-00 24 3/19/2013 12:55:45 PM 4 A-AD1.3 12 rn w 14 ·----- : __ J :-, 19 I ________________ , . A-AD13 rnrn ww / 20 ' ·. A-AD1 3 , 24 A-AD1.2 A-AD12 , A-AD12 , SILL JAMB HEAD 12 4 HDR 4 A-AD1 5 ~ 10 REAR ELEVATION 20 A-AD1.1 '. A-AD1.1 rn 20 I . A-AD11 '------- --I -__ :_:_ ) ---~I i 7 A-AD1.3 FIN 2ND FLOOR FIN 1ST FLOOR 1/4" = 1'-0" 12 4 HEAD / 28 ---' ', A-AD1.2 27 ', A-AD1.2 ------ JAMB A-A01.3 ----------' 19 12 : 4 HDR 6 SILL ~: A-AD1.2 .I JAMB: 8 HEADc-' ;-;;:~ . A-AD1.2 [I][[ w rn w ------ ' 24 SILL ' ' A-AD12 ,_ --~ ' 25 JAMB' •, A-AD12 '• ·' ,_ ---- 26 HEAD ' A-AD12 rnrn ' 1111 .... rn rn I OJ -- ----------- ,-----l ~~L - - - -J~;;;;;;;;J [] rn tiJ m 'A-AD1.1 -------- 4 rn w ]] w 12 A-AD1.1 EQ-'-EQ 7 9 10 11 , A-AD1 3 , '· A-AD1.2 A-AD1.2 ', A-AD1.2 ------ SILL JAMB SILL ' 20 -_~2ND FLR ROOF 2ND FLR TOP 12 ,, HDR ' FIN. 2ND FLOOR 1ST FLR T.O.P. 0 ' '" "' LEFT ELEVATION 1/4"= 1'-0" ---'jc--"2"ND _E_LR ROOF rn HDR '--. "' ' '" "' -------- ----------------------FIN. 2ND FLOOR 1ST FLR T 0 P HDR FIN 1ST FLOOR RIGHT ELEVATION 1/4"= 1'-0" 4 30 '· A-AD1.2 ,_ ,- - -~-'--------- OVER ALL BLDG HEIGHT 2ND FLR_LOL__ " ' ,_ N __ " ~ FIN_ 2ND FLOQE_ ~ 1ST FLR~O:.E_ 416 1 - ~ 29 , FIN. 1ST FLOOR ' ···"- FRONT ELEVATION 1/4" = 1'-0" 8 6 NOTE: FINISH MATERIALS SHALL COMPLY WITH CGBC 4.504 2 EXTERIOR MATERIALS 1.1 3-COAT STUCCO, REFER TO COLOR SCHEMES 1 _2 MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE_ ICC# ESR 1215, REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS u TRIM: SOFFITS/BOITOM OF CANTILEVERED AREAS. 3-COAT STUCCO, REFER TO COLOR SCHEMES 2.1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTTERS AND DOWNSPOUTS: 3.1 ALL ROOFS TO BE GUTTERED WITH DOWN SPOUTS WITH CORROSION RESISTANT MATERIAL ROOFING· 5.1 CONCRETE ROOF TILE (PITCHED PROFILE TILE). VENTS· BY BORAL ROOFING, ICC# ESR 1647, COOL ROOF, REFER TO COLOR/MATERIAL SCHEMES 6.1 CORROSION RESISTANT METAL GABLE VENT SCREENED VVlTH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS. REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS. NOTE: 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED TO BE INSTALLED OVER WOOD SHEATING, 2010 CRC, R703.6.3 ELEVATION NOTES 416 ADDRESS LOCATION, COORDINATE VVlTH UTILITY PLAN FOR LIGHTING KEYNOTES 4 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714A27.6868 FAX: 714A27,6869 ARGHI-IF..CI-URE +Pl./INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 38 ITALIAN TUSCANY EXTERIOR ELEVATIONS SHEET NUMBER: A-382.1 PLOT DATE: 00-00-00 / ' 7'-6" 3/19/2013 12:55:48 PM UJ CJ 0 ~ 6:12 • w CJ 0 ~ SLAB ON GRADE (REFER TO STRUCTURAL DRAWINGS BY OTHERS) l 6' -6" 6" RIDGE w CJ 0 ~ PORCH F.S. -3" 1/4:12 ......... PORCH SLAB 4'-0" I • 612 612 • AREA 1 - 1'-6" 1'-6" I - 4.12 • ROOF PLAN 1/4" = 1'-0" GARAGE SLAB 0~~====~----~ 0 ' io 0 ' ;- CONCRETE DRIVEWAY NOTE SEE SHEET A-3A 1.1 FOR ALL NOTES AND DIMENSIONS NOT SHOWN HERE SLAB PLAN 1/4" = 1'-0" 17 3' -2" 16 7' -6" 0 4'-61/2" DEN ·>,·-·:-~.c -~·-.-... :") __ :::; REFER TO ELEVATION FOR LOCATION & HEIGHT " '-6 1/2" 3'-5" 12'-6" J_z-91/2" /-2' -2" 2'-8" 1'-8" / /~ -/ 20'-0" 4'-T' 1'-6" 34'-0" FOYEH """"""'~"'~'" ., ··'-· ":-' . -6" --6" -0" 40'-0" FOR: SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION FRAMING INFORMATION ELECTRICAL INFORMATION REFER TO: SHEET A-GN1.1 A-IN11 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS. GENERAL NOTES SECTION3A STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN11 (INDEX) ELECTRICAL PLANS A-GN1 1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1 1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH GENERAL NOTES SECTIONS 9, 1 OA SCHEDULE EXT. HARDSCAPE, LANDSCAPE DRAWINGS BY OTHERS STEPS, PLANTERS, CIVIL DRAWINGS BY OTHERS ETC FIREPLACE A-GN1 1 AND GENERAL NOTES SECTIONS 10A INFORMATION NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE AL TERANATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES 12'-6" 14'-0" REFERENCE NOTES NOTE: SEE SHEET A-3A1.2 FOR ALL NOTES AND DIMENSIONS NOT SHOWN HERE SECOND FLOOR 1/4"= 1'-0" 16'-0" 20'-0" 0 ' 0 ' 2'-0" NOTE: SEE SHEET A-3A 1.1 FOR ALL NOTES AND DIMENSIONS NOT SHOWN HERE FIRST FLOOR 1/4"= 1'-0" 8 6 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS. 2010 CRC R310.1 2. SHEET ROCK NAILING INSPECTION IS REQUIRED, 2010 CRC R109.1.4.1 AND 2010 CBC 110.3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE. 2010 CRC TABLE R702.3.5. 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916 2 4_ THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING, 2010 CRC R302 5 & R302_6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BYWATER. USE FIBER-CEMENT. FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS, 2010 CRC R702.4.2 6_ ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1. TOTALATIIC SPACE CALCULATION: A. 1,790 SO FT X 144 = 257,760 SO IN_ OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 257,760 SQ. IN./300 = 859.2 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN OF 50% HIGH VENT AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN HIGH VENT REQUIRED= (859 X 50%= 429_6 SO IN_) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SQ. IN. EA.= 500 SQ. IN. OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SO IN EA.= 500 SQ. IN OF LOW VENTILATION PROVIDED C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 500 + 500= 1,000 SQ. IN OF VENTILATION PROVIDED AREA 2-1/150 REQUIREMENT 1. TOTALATIIC SPACE CALCULATION: A. 360 SQ. FT X 144 = 51,840 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 51,840 SO IN_/150 = 3456 TOTAL SO IN OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: 40HAGINVENTSAT 100SQ.IN.EA.= 400 4x100=400 AREA 3 -1/150 REQUIREMENT 1. TOTAL ATTIC SPACE CALCULATION: A. 59 SO FT X 144 = 8,496 SO IN_ OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 8,496 SQ. IN./150 = 56.64 TOTAL SO. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: 10HAGINVENTSAT 100SQ.IN.EA.=100 1x100=100 AREA 4 -1/150 REQUIREMENT 1. TOTAL ATTIC SPACE CALCULATION: A. 27 SO FT X 144 = 3,888 SO IN_ OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 3,888 SQ. IN./150 = 25.92 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: 10HAGINVENTSAT 100SO.IN.EA.=100 1x100=100 AREA 5-1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 1. TOTAL ATTIC SPACE CALCULATION: A. 264 SO FT X 144 = 38,016 SO IN_ OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 38,016 SQ. IN./300 = 126.72 TOTAL SQ. IN OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN OF 50% HIGH VENT AREA PROVIDED TO BE A MIN OF 3' ABV_ EAVE VENTS) MIN. HIGH VENT REQUIRED= (127 X 50%= 63 36 SQ IN.) A. HIGH VENT REQUIREMENT: 1 OHAGIN VENTS AT 100 B. LOW VENT PROVIDED: 1 OHAGIN VENTS AT 100 SQ. IN. EA.= 100 SQ. IN. OF HIGH VENTILATION PROVIDED SO IN EA.= 100 SQ IN OF LOW VENTILATION PROVIDED C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 100 + 100= 200 SQ. IN OF VENTILATION PROVIDED ATTIC VENTILATION CALCS KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 3C ENGLISH COUNTRY PARTIAL SLAB, FIRST, SECOND, AND ROOF PLAN SHEET NUMBER: A-3C1.1 PLOT DATE: 00-00-00 HDR 0 . rn 4 , A-AD11 '''1, 3/19/2013 12:55:52 PM - 30 ', A-AD11 . -. ' 20 \ ' A-AD13 lm ITJITJ[[ REAR ELEVATION :r:m! m:r:m:m: r:m:m:: !m! i :: : : :: : : :: : : :: : I I I I I I LTl ________ l_Tl __ _l ___ T_l __ _i __ _l ________ l __ 7 , A-AD1.3 , . ___ . /~--------- ( 20 '\ A-AD14 ' 0 . -30 A-AD1 1 12-'• A-AD11 '-.--' rn ~_.2ND FLR T.O.P 14 A-AD1.5 ' . ~ . HDR 0 . D ', A-AD1.1 FIN. 2ND FLOOR 1ST FLR T.O.P 1/4"= 1'-0" 12 6 • 29 19 D I m 11'\t II rn A--AD11 ~ 13 ' A-AD11 - - 30 - ', A-AD11 12 "" 6 1 4>,, >> :0--· --:> _--.. :.·----·~ /• .. ,.-._,.,' .. ·---·.-c--:-------------'·---~-----:-.-.::: :--~ OVERALL BLDG HEIGHT • 12 _ -'-..---~2ND_fLR T.O.P HDR 21 -. 'A-AD14 'i rrrfl / 111111 I WDJW 29 -30 r L r ··m . . ---..----' ______,<',. '._,.---·-·;._ 12 rnrn ww 0 . HDR / 6 \ SILL , A-AD12 . "i- JAMB ' A-AD1 2 8 '\ HEAD A-ADl2. ---~ -- 6 rn w -/ 24 . SILL•: A-AD12 JAMB 26 \ ]] l1JW HEAD: A-AD12 . - -. ' rn . 12 • , A-AD11 rn 28 'A-AD1.1 •. ---.· :' rn ; ; ; : I A-AD1 3 rn w "' . I I c l I l I I rn w rn A-AD1.3 LEFT ELEVATION --------- RIGHT ELEVATION : ' ' : : 2ND FLR T.O.P HDR FIN. 2ND FLOOR 1ST FLR T O.P. 0 . "' "' ~4--FC"IN .1_ST FLOOR "' . HDR 0 . 1/4" = 1'-0" . ~ . . ~ . fiN 2ND FLOOR "1ST FLR T.O.P. ~IN. 1ST FLOOR 1/4"= 1'-0" I ' A-AD11 ' A-AD1 2 I A..AD12 . ~ . 0 . "' "' N FIN. 2ND FLOOR 1ST FLR T.O.P. --c ~~-'F"'IIN· , ____ 1_.,: -Fl nnR FRONT ELEVATION 1/4" = 1'-0" 8 6 NOTE FINISH MATERIALS SHALL COMPLY WITH CGBC 4 504.2 EXTERIOR MATERIALS· 11 3-COAT STUCCO, REFER TO COLOR SCHEMES 1 2 MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215. REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS 1 3 SOFFITS/BOTTOM OF CANTILEVERED AREAS: 3-COAT STUCCO, REFER TO COLOR SCHEMES TRIM. 2 1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTTERS AND DOWNSPOUTS. 3 1 ALL ROOFS TO BE GUTTERED WITH DOWN SPOUTS WITH CORROSION RESISTANT MATERIAL ROOFING: 51 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS. BY BORAL ROOFING, ICC# ESR 1647, COOL ROOF, REFER TO COLOR/MATERIAL SCHEMES 61 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS. NOTE 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED TO BE INSTALLED OVER WOOD SHEATING, 2010 CRC R703 6 3 ELEVATION NOTES 416 ADDRESS LOCATION. COORDINATE WITH UTILITY PLAN FOR LIGHTING I KEYNOTES 4 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CIURE ~ Pl/INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP; PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY; Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 38 ENGLISH COUNTRY EXTERIOR ELEVATIONS SHEET NUMBER: A-3C2.1 PLOT DATE: 00-00-00 [] < < D 19'-0 1/2" I PATIO SLAB I PATIO FF -3" FF +0" AT EXTERIOR LANDING· 7- 1/2" MAX2" MIN BELOW SCREED START OF GARAGE SLAB SLOPE A/C PAD VERIFY LOCATION W/ GENERAL CONTRACTOR SLAB ON GRADE (REFER TO STRUCTURAL DRAWINGS BY OTHERS) AT EXTERIOR LANDING· 7-1/2" MAX 2" MIN BELOW SCREED ,-:::=~\ :~-~4~-;: '=~- ~"''''''''''''''''''''''''''' p 1'-0' 3/19/2013 12:45:51 PM PORCH SLAB 1/4 12 • ---9 1/2" --6 1/2" 4'-2 1/2" 6'-6" 1 '-0" 2'-0" 9'-0" 13'-0" 40'-0" I 2'-0" 2'-6" "40'-0" 20'-11 1!2" ------------VERIFY ELECTRICAL REQUIREMENTS AT KITCHEN ISLAND W/ GENERAL CONTRACTOR ,-------- ' ' I I I I I I / AT EXTERIOR LANDING: 7-1/2" MAX 2" MIN BELOW SCREED GARAGE SLAB I 1/8:12 • CONCRETE DRIVEWAY 16'-0" 20'-6" SLAB PLAN 4'-0"x3'-0" CONC_ STOOP 9 " N "" I 9 '-------' _____ ;-"' 1'--6" 6" 1/4";;;; 1'-0" 21 " N ;-_ ; I I I " w , Cl..u I 0 :'i ~ I w « I tc I 4'-10" 5'-4" 40'-0" 19'-2 1/2" / 6'-0" 6'-0" 2'-41/2" 4'-4314" ~< f' A-4A3.1 ·' "" 23'-2 12" " DINING~ 1 0'-0" CLG ":''"'" 202 3x 3056 SH MULL 1)'-4" ' 1'-0 112' / f 20'-9 1/2" 6' -0" 6' -0" GRAND LIVING ROOM 9'-0" CLG ~ 16'-8112" 10'-0" f 4'-43/4" 2'-9" 3'-9 112" ' ' 1,---_-_-_-_-_-_-_-_-_l --+ 11 I :: [~l~J ! 2 A " CHEF'S KITCHEN ~ C) 0 12'-5 1/2" .-4A4 . 9'-D" CLG, 1'-7" 3'-5 112" 1,2'-5 112' y 11 ·. ~~t-------n:···· ·:·········:·········=·········=~'v:r/!v:!~0~~-· v::.L:m22m:.L:.Y22// /z 7·z-v.r'l;1.1k;lf~~~n_=--,-==_=r=~~" ~•4Z=- I I I I I ; c.:;------:: '211' i ~~~~~ i ~~1 : ~ ~-Elllllillz--±rr hj··-···) 1 ~ I 11 i\ I I I I"-' I 11 I I I I I l1 I I I I -----:--=-=-=-=---=--=-=-=-~--~:---- ' ----, ---~~---~-j ' : -- -- ------- -- -- ----, -! = '~ ' -' '"'"'"'"'"'"'"'"'"''1 co ' : _________ j ----· ---------l ' =========d ' ' .==========j ' ' 9'-11" FOYER OPEN ABOVE +9'-0" CLG 2'-3112" 9112r 5'-2 1/2" ro 0. N ' 4'-0" 8'-91/2" +9'-0" CLG POWDER 9'-0" CLG BA2 9'-0" CLG 6'-3" :c.c £; 11'-3 112" ........................................ z j 9'-B" 12251 GARAGE 9'-0" CLG 20'-6" 20'-0" x 20'-0" CLR. MIN. SEE SHEET A-GN1 2 FOR FIRE PROTECTION REQUIREMENTS 20'-6" I I I~ I 1224 }--"--~ --1 -- 1 t~ o :5 I ~ :;! I tc I -_-j ], /: ;( -~i 6lll29 214 r-----ir"'l ~ "-' ;- 9 112" r>, I , 112" .r~ ,__, 4'-3" 7'-6" ~ ro I N I 9 '" BR2 9'-0" CLG X ~ ro ~ ro N X ~ ro ~ ro N 219 .. 2'-0" 1'-8112" 2'-9112" 2'-9 1/2" 1'-81/2" 2'-0" 2'-6" .r.r / /-f / 13'-0'' 41'-0" - 16'-0" 2'-0" 20'-6" FIRST FLOOR PLAN "' ' ---~'~ 0 ' 1/4";;;; 1'-0" 6 FOR: REFER TO· SYMBOLS AND ABBREVIATIONS SHEET A-GN1.1 FOUNDATION INFORMATION FRAMING INFORMATION ELECTRICAL INFORMATION A-IN1 1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS GENERAL NOTES SECTION3A STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN1 1 (INDEX) ELECTRICAL PLANS A-GN1.1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1.1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH SCHEDULE GENERAL NOTES SECTIONS 9, 1 OA EXT HARDSCAPE, LANDSCAPE DRAWINGS BY OTHERS STEPS PLANTERS CIVIL DRAWINGS BY OTHERS ETC. FIREPLACE A-GN1.1 AND GENERAL NOTES SECTIONS 10A INFORMATION NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES THIS PROFILE IS FOR DIMENSIONAL INFORMATION ONLY REFER TO DRAWINGS BY OTHERS FOR ALL STRUCTURAL INFORMATION. STRUCTURAL ENGINEER SHALL PROVIDE ARCHITECT WITH FINAL DRAWINGS PRIOR TO CONSTRUCTION REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ENTRY PORCHES. PATIOS, STOOPS. WALKS DRIVEWAYS. WALLS, STEPS, ETC_ NOT SHOWN HERE REFER TO CIVIL DRAWINGS FOR ALL BUILDING LOCATIONS, GRADING. AND FINISH FLOOR ELEVATION INFORMATION_ NOTE: WATER WILL BE DRAINED AWAY FROM THE BUILDING AT LEAST THE FIRST 10'-0" WITH A MINIMUM GRADE OF 6". SEE CIVIL DRAWINGS FOR DRAINAGE INFORMATION AND ALTERNATE DRAINAGE METHODS WHERE THIS REQUIREMENT CAN NOT BE MET BECAUSE THE DISTANCE BETWEEN THE STRUCTURE AND THE PROPERTY LINE IS LESS THAN 10', 2010 CRC R401.3. FOUNDATION NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS. 2010 CRC R310 1 2. SHEET ROCK NAILING INSPECTION IS REQUIRED. 2010 CRC R1 09. 1.4. 1 AND 2010 CBC 110_3_5_ REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702_3_5_ 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED. OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916.2 4_ THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE. THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING 2010 CRC R302.5 & R302 6 5_ THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 FLOOR PLAN NOTES 201 1 TOP OF FULL ARCH SOFFIT AT 8'-0" 202 THREE CENTERED ARCHED SOFFIT AT 8'-6" SEE INT. ELEVATION 205 TEMPERED GLASS 206 +36" COUNTER W/2X6 WALL BELOW, COUNTER MATERIAL PER CLIENT AND INT_ DESIGN PACKAGE 208 SHELF AND POLE 211 A/C PAD VERIFY LOCATION W/ GENERAL CONTRACTOR 212.1 STAIRS. 17 EQUAL RISERS AT+/-7.25" EA. = +!-10'-4" TOTAL RISE 214 14"X6" CORROSION RESISTANT EXHAUST VENTS (2) LOCATIONS 6" MAXIMUM ABOVE SLAB 215 ROLL UP GARAGE DOOR SEE 29&30/A-AD1.2 219 EGRESS 221 BUlL TIN SHOWER, W/ FRAME LESS GLASS ENCLOSURE. SHOWER WALL FINISH PER CLIENT I INTERIOR DESIGN PACKAGE 222 223 224 225 231 242 RECESSED MEDICINE CABINET MIRROR PER CLIENT TANKLESS WATER HEATER, ATTACH AND VENTILATE PER MNFR. INSTRUCTIONS_ (RINNAI VALUE SERIES #751) 1 LAYER 5/8" TYPE "X" AT CEILING OF GARAGE TYP. LINE OF FLOOR ABOVE SOFFIT 01 GARAGE DOOR. SEE EXTERIOR ELEVATION FOR HEIGHT AND DETAIL KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-!F..C!-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 4A MISSION SLAB & FIRST FLOOR PLAN SHEET NUMBER: A-4A 1.1 PLOT DATE: 00-00-00 LO ~~I) 1/ ~----------------------- 'I' ' ' ' ' ' ' r\-l "" ll -----__ j "" "" ' ' '»,o ' ' ' ~ ~ """ R OPT. ROOF LOWER~ ROOF -------i. 3/19/2013 12:45:53 PM AREA 3 ' ' ' "---l l!'-J LU (.') 4.5:12 • 2.5 12 ARE 5 "'---------- w (.') 0 0:: RIDGE TYP. A-AD1.1 ------. • 4 5:12 RIDGE 4.5:12 • 25 AREA 1 AREA2 2.5:12 • LU (.') 0 0:: RIDGE TYP,.. 20 ·. A-AD1.1 LU (.') 0 0:: R ROOF PLAN I ...................... 11·····-~-~ ·. A-4A31 . ~~ R / 1 EAVE TYP. A-AD11 LOWER ROOF 1/4" ;;;; 1 '-0" N "" ' "" ' I 0 ' N 1 7'-5112" 4'-11" / 19'-21/2" LOFT 9'-0" CLG '•,, d Ho1 II._, ._.I ""-I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 14'-5 1/2" 9'-7" 8'-7" I f I U) 40'-0" 20'-91/2" 3' -2" 10'-43/4" 10'-43/4" -1'-7 /2" 91/2", MASTER SUITE 9'-0" CLG i '!' 3'-6" /'. ,l-4 112" 3'-6" ---------------~ f/ /r 7·;[ ~;. ;;;;;;;:y~~ /r/;( / l_203_j 1111 ~J l_203_j 4'-9" HALL 9'-0'' CLG .=::_~;::.--+-1, 223 ' 14'-4 1/2" ~ ~ 208 T ' 5'-2" 8'-1" . n I :~].] l2oBl 5'-1" "' ' 0 ' ·. A-4A3.1 ' f.- ' ~ 5'-2 1/2" rf/~ ___ ?3~~-c; .. ~~~~~~~~~---·························1············~------M 6'-9 1/2" •• f?:! ~~- 1111/2" .·· 2'-3 1/2" (~) 6' -6" 3'-3" 8" // BR4 9'-0" CLG 4' -10 1/2" 3' 3" 4'-101/2" 12'-0" I U) 0 ~ 0 N BR3 9'-0" CLG 13'-51/2" II II ----------~------------------~--------0+ 3' -31/2" 3'-31/2" 5' -41/2" 3'-2" 5'-41/2" 6'-7" 13'-11" 40'-0" SECOND FLOOR PLAN N N 1/4";;;; 1 '-0" 2 FOR' SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION REFER TO: SHEET A-GN1 1 A-IN1 1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS GENERAL NOTES SECTION3A FRAMING INFORMATION STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A ELECTRICAL INFORMATION A-IN1.1 (INDEX) ELECTRICAL PLANS A-GN1 1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1 1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH GENERAL NOTES SECTIONS 9, 10A SCHEDULE EXT. HARDSCAPE. LANDSCAPE DRAWlNGS BY OTHERS STEPS PLANTERS. CIVIL DRAWINGS BY OTHERS ETC. FIREPLACE A-GN11 AND GENERAL NOTES SECTIONS 10A INFORMATION NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1 THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTIOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS, 2010 CRC R310.1 2. SHEET ROCK NAILING INSPECTION IS REQUIRED, 2010 CRC R109.1.4.1 AND 2010 CBC 110.3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE. 2010 CRC TABLE R702.3.5. 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED. AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916 2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 112" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING. 2010 CRC R302.5 & R302.6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. 2010 CRC R702.4 2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 2ND FLR MAIN ROOF 1. TOTAL ATTIC SPACE CALCULATION: A. 2,087 SQ. FT X 144 = 300.528 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A 300,528 SO IN./300 = 1001.76 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN OF 50% HIGH VENT AREA PROVIDED TO BE A MIN OF 3' ABV EAVE VENTS) MIN. HIGH VENT REQUIRED= (1002 X 50%= 500.88 SQ. IN.) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SQ IN. EA = 500 SQ IN. OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SQ. IN EA.= 500 SQ. IN OF LOW VENTILATION PROVIDED C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 500 + 500= 1000 SQ. IN OF VENTILATION PROVIDED AREA 2 -1/150 REQUIREMENT 1ST FLOOR GARAGE ROOF 1. TOTAL ATTIC SPACE CALCULATION: A 208 SQ. FT X 144 = 29,952 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 29,952 SQ. IN./150 = 199.68 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: A. 2 OHAGIN VENTS AT 100 SQ. IN. EA.= 200 SQ. IN. OF VENTILATION PROVIDED AREA 3 -1/150 REQUIREMENT 1ST FLOOR@ ENTRY 1. TOTAL ATTIC SPACE CALCULATION: A. 80 SQ.FTX144=11,520 SQ.IN.OFATTIC 2. TOTAL VENTILATION REQUIRED: A. 11.520 SO IN 1150= 76.8 TOTAL SO IN.OFVENITLATIONREQ'D 3. TOTAL VENTILATION PROVIDED: A. 1 OHAGIN VENTS AT 100 SQ IN. EA = 100 SQ IN. OF VENTILATION PROVIDED AREA 4-1/150 REQUIREMENT BAY WINDOW 1. TOTAL ATTIC SPACE CALCULATION: A 29 SQ.FTX144=4,176 SQ.IN.OFATTIC 2. TOTAL VENTILATION REQUIRED: A. 4,176 SQ. IN. /150 = 27.84 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: A. 1 OHAGIN VENTS AT 100 SQ. IN. EA.= 100 SQ. IN. OF VENTILATION PROVIDED AREA 5-1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION OPT. COVERED PATIO 1. TOTAL ATTIC SPACE CALCULATION: A. 266 SQ FT X 144 = 38 304 SQ IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A 38,304 SQ. IN./300 = 127.68 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) 201 1 203 208 222 223 303 (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN. HIGH VENT REQUIRED= (1002 X 50%= 500.88 SQ IN.) A. HIGH VENT REQUIREMENT: 1 OHAGIN VENTS AT 100 SQ. IN. EA.= 100 SQ. IN. OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 1 OHAGIN VENTS AT 100 SO IN EA.= C. TOTAL VENTILATION PROVIDED: (HIGH VENT. + LOW VENT) = 100 + 100= 100 200 SQ IN OF LOW VENTILATION PROVIDED SO IN OF VENTILATION PROVIDED ATTIC VENTILATION CALCS TOP OF FULL ARCH SOFFIT AT 8'-0" SOFFIT AT 8'-6" SHELF AND POLE RECESSED MEDICINE CABINET MIRROR PER CLIENT DOWNSPOUT, TYP. KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI.IF..CI.URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 4A MISSION SECOND FLOOR & ROOF PLAN SHEET NUMBER: A-4A 1.2 PLOT DATE: 00-00-00 3/19/2013 12:45:58 PM 3 SILL~24 '------1= ·-~ w w . A-AD12 . ---· / JAB 25 '' A-AD12 H EAD c-:-c:-:-' A-AD12 HDR HDR rnrnrnrn 6 ·. A-AD1.3 ·. A-AD1.1 rn -20 ·._ ·. A-AD1.1. rn rn ' 20 'A-AD11 , 'IFr=;='ilif'' H DR OJ I 400 HEAD 26 A-AD1.2 I ________________ , . A-AD1.1 302 _____ , __ _ 2ND FLR T Q_p_ "" FIN. 2ND FLOOR ___ " ______ 1_~_I_f LR_ T. Q_E, __ _ lrr~==:;F=====~~~===r~==~ll···································· lr I .............. FU;~T~P. ·. A-AD1.3 ]] I 18 ~~~6 'A-AD1.1 rn 25 A-AD1.2 JAB REAR ELEVATION 28 I ________________ , . A-AD1.2 10 A-AD1.3 rn ·~.\ 24 --SILL A-AD12 25 JAMB :: A-AD1.2 26 HEAD[-:=~ ' A-AD1.2 [I rn rn 24 SILL ;.' . A-AD1.2 ------· 25 JAM ! ::c ... • A-AD1.2 -------~ 26 HEAD A·AD12 1/4" = 1'-0" 19 ]] w -_-_-_-_-_-_-_-_-_-_-_-_-_-_-;_> rn ' [I] 6 ·. A-AD1.3 , m w 6 A-AD1.3 .. _____ / 20 ·. A-AD1.1 ' [I] 1- 1302 303J- HDR 18 OPT. FIREPLACE 415 13 '._ ', A-AD1.3 45 REFER TO SHEE: A·4A6~ 1-l ~---_,j ~-~~ rn 19 A-AD1.1 18 •• , A-AD1 3 . ,, : I ; :'' I ' 12 . A-AD1.3 / 3 •• . ' 1-----------1 A-AD1 ' 12 ::··:Ji.Ms::: ::HEAD·:::-.. :· -- ·---------. ---_, -· -;: --24 ;-: ::25_ \/ _26 ·,\ ·: A~Arit2 ·, A-AD1 2 : ' > _< --·Oo:· "_/ .. 19 ·. A-AD1.1 ·------- 12 A-AD1.3 2ND FLR~OL__ HDR FIN. 2ND FLOOR 1ST FLR T.O.P. HDR FIN. 1ST FLOOR LEFT ELEVATION HDR FIN. 2ND FLOOR 1ST FLR T.O.P. FIN. 1SlFLOOR RIGHT ELEVATION rn 19 6 A-AD14 -., ___ / iFFT'TT'TT"FT"F"Ff'T"i ' 1/4" = 1'-0" 1/4"=1'-0" 4.5 302 HDR TYP. __ @2ND FLR ~-t--~ll..-··································· : 1-.······ '6'..\ SILL ·. A-AD12 ' _____ ,./ 7 . ~ A-AD12 JAMB / 8 -----A:Aili-~2--·: HEAD _: 416 29 : ·. A-AD1.2 F.G. Co 6 . A-AD1.3 2ND FLR T.O.P FIN. 2ND FLOOR _ __ 1§_l_E_~R _I 0 f' ____ _ _fJN _ _l§J FJ,OQR_ __ _ " FRONT ELEVATION 1/4"= 1'-0" 8 6 NOTE· FINISH MATERIALS SHALL COMPLY WITH CGBC 4 504.2 EXTERIOR MATERIALS: 1 1 3-COAT STUCCO. REFER TO COLOR SCHEMES 1 2 MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215. REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS 1 3 TRIM: SOFFITS/BOTTOM OF CANTILEVERED AREAS· 3-COAT STUCCO, REFER TO COLOR SCHEMES 2 1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTTERS AND DOWNSPOUTS. 3.1 ALL ROOFS TO BE GUTIERED WITH DOWN SPOUTS WITH CORROSION RESISTANT MATERIAL ROOFING, 5.1 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS: BY BORAL ROOFING ICC# ESR 1647, COOL ROOF. REFER TO COLOR/MATERIAL SCHEMES 6 1 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS: REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS NOTE. 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED 302 303 400 415 416 TO BE INSTALLED OVER WOOD SHEATING, 2010 CRC, R703.6.3 GUTTERS. TYP DOWNSPOUT, TYP. ELEVATION NOTES ROOFING: LIGHTWEIGHT CONCRETE S-TILE ROOF AT MISSION AND ITALIAN TUSCANY & CONCRETE FLAT TILE AT ENGLISH COUNTRY-SLOPES SHOWN ON ELEVATION. U.N 0 OPT. FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION ADDRESS LOCATION, COORDINATE WITH UTILITY PLAN FOR LIGHTING KEYNOTES 4 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI.IF..CI.URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 4A MISSION EXTERIOR ELEVATIONS SHEET NUMBER: A-4A2.1 PLOT DATE: 00-00-00 ............... ~ ~ rn w . . .··. I~-------\. i I ' ,,., 4A MISSION REAR ELEVATION (RIGHT ELEVATION SIM) 2'-3" / OPT. FIREPLACE 19'-0 1/2" "? 6 ' ' ., /I DINING 10'-0" CLG ~ rD ~ ' ' ' ' 3/19/2013 12:46:15 PM . ·~ rn w 48 ITALIAN TUSCANY REAR ELEVATION (RIGHT ELEVATION SIM) 22'-11 1/2" 20'-111/2" OPT. FIREPLACE ~ GRAND LIVING ROOM 9'-0" CLG [[Ij] DW 2'-0" 1'-0" 3'-0" 14'-11/2" 1' -1" ' ,, ,----- ;-+---. -r=~~#J#ffdW~ +---- rn w ,---_-_-_ -------------------------------------------------------, ·~· - - - - - - -. . 1 ST FLR T. 0 ~-------------,-------------------------------------------------------------------------------------------------------------------------------------------------_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-------------~--~:~~H-----··· !·~=========+= < .. b ' ____ _f_l_f,L_1__$T f_~OQ ···-- 4C ENGLISH COUNTRY REAR ELEVATION (RIGHT ELEVATION SIM) "--1'-7 1/2" b ' 5"-3" I INTERIOR SIDE EXT. FRONT EXT. ELEVA TIO=N'---"E=L=E'::':V:':::'A':':::T'::"IO=N=---=E=;LE=--V.::..:.A_,_T,_,_IO=.:..:.N NOTE SEE 21/A-1A61 FOR SLAB INFORMATION b ' b ' / /) ccwe n ~ oe~':i','~ 'Ll ~ ~ ccwe n/ n// ""'" U! . OPT PEND "'-. \ n .. j FL WP :(""'{ STD CAN J_;z ' OPT PEND_ OPT PEND_ \ -------------------------~,_ ______ _c ________ ::_~:::::::::::::::::::::::::::.:::_~~:::::::::::::::::::::::::::::.: _______________ >------------------------·----·---'----- .--~- FLOOR PLAN ---,, _,,----' '-,, _,,------>-{ -- . ,----·; --~-'--,' _," -----' '-_-, _,--.,-_-_ ,·· ---__ -' ,· ---. --<. < • • • _ ," -----"' ,· -- -:_ --" - -----' ·'I ':_ ' --} --~-'--,' --~-'--,' --~-'--,' --~-'--,' --~ --~ '-3 '• -3 --" ·. --: '---· --" ·. --: '---· ---< '------< '--- --,· ------------' --- ---.. ---<----. --. --" ---'------<--- :-; ,_ ' 0 C-' ' , ; --' ': ___ .':-·---Cv"' ;._. _ ROOF PLAN OPT. COVERED PATIO --~- ---< 1/4"= 1'-0" FIN. 2ND FLOOR ~ ' 9 ELEVATION . ·· .... ~-,- FLOOR PLAN OPT. TRELLIS 1/4"= 1'-0" ,-------------------r----- / F=== / \ / ~ \ < '-OPT. DECK ----------------~ - < DOORS AT ·, OPT DECK ', ,~, .. " II ", / II / II \ I II II I/ II ......... = (f ~~ I·· ~ ><' -------------------, ~ ~~)}) \ i 'tr I "' 0! ' / ' ' ' '> ·-. < •, -.. ' .. / ' ' \ \ ' \ ' ' OPT BDR.5 < < ' ' •, ... ... -----.. .. -. -:: I ' ,, i: ,i I ' I SECOND FLOOR PLAN -OPT. BEDROOM 5 1/4" = 1'·0" ~------__ji [] OPT. MUD ROOM //~----~­ • ~--'-- • i ···································" bsi.'.·.·.·.·.·.·.·.·.·.·.·.················································································································,·, , c· = / (_ • ! \ ,'FR FR \ \ v TOGDO > TO CEILING MOUNTED LIGHTS . .. l FIRST FLOOR PLAN -OPTION FIREPLACES 1/4"= 1'-0" 1 1 FIRST FLOOR PLAN-OPT. MUD ROOM 1/4"= 1'-0" 4 ' 2 1 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE 714.427.6868 FAX: 714.427,6869 ARGHI-IF..CI-URE +Pl./INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE PLAN 4 FLOOR & ELEVATION OPTIONS SHEET NUMBER: A-4A6.1 PLOT DATE: 00-00·00 1'-0" 'I 3/19/2013 12:46:20 PM LOWER OPT. ROOF • 2.5:12 AREA 5 ', --------------------------- w C) ~. 4.5.12 RIDGE 4.5:12 • A-AD1.1 ' -- AREA 1 w C) 0 0:: ,---c i L ::' ~ 20 '· A-AD1.1 .. _ / ~E TYP. ,_· 7 -1 -A-AD1.1 ______ l ______ _ w C) 0 0:: I I I I -------, I I I I I I I I -+ I I .. --.. 20 \ LOWER ROOF 'A-AD11 '•, ·--· .--,--. ..-... 4.5:12 RIDGE : I 4 s·12 I AREA3 U..--~.._..-I '1·-... // / .6. I I "/ I U -=;=========~ ' ft_J ' A-AD11 I I 0 ' I +13'-4" A.F.F. I / .. : I " ,,-. ........................................................... }/ ".... I (~; IC:::====l====l AT EXTERIOR LANDING: 7-1/2" MAX 2" MIN BELOW SCREED FF +0" '"'' PORCH .. '", F.S. -3" I PORCH SLAB I 1/4:12 , •. --1'-1 1/2" 4'-7" 6'-6" 10" 3'-3" I 6'-1 0" 2'-11 1!2" 2'-6" 13'-0" / 40'-0" LOWER ROOF AREA2 ~ 2.5:12 • /' 6- SIM ', A-AD1.1 I ROOF PLAN I GARAGE SLAB I 1/8:12 .._..- CONCRETE DRIVEWAY 16'-0" 20'-6" It 1/4"= 1'-0" 1'-6" R" / NOTE: SEE SHEET A-4A 1.1 FOR ALL NOTES AND DIMENSIONS NOT SHOWN HERE SLAB PLAN 1/4" = 1'-0" 22 21 0 N " ' ................. ' " " . ··' ' - ~ -t-~-------r~~ .,, _________________ _ _; >·-··--_'' _-.... . .._·. : : I ;1f,, ' _____ .-.... _._._ .•. __ , ____ --; __ , > ;-- ._ .. __ -_-,.-_._ .. _-_·_;; -___ . '··" . ···----_ i; . _____ -, ·--' i -------·•·•_----·---------····---·-----··--·-·-------L _-, --,_. _---_--·-··--,-' ' ' 6' -6" ..................... IJ :1 " " .................... 1.1 .-· ' 4'-11 ,. / BR4 9'-0" CLG 3'-2" 13'-0" \VlC 4'-11" : .. .••.• __ '· 0 ' --···- -._ .•• -_. ·: ~ . ·' ' .. ,. __ -_-_--·-,--_-_·, .. .·· -,. ' : ' ... --·----··-,_._ .. _._· -.-.•. -_--: ... -.-: ., , : -, --., I ' , ----, --_ -, -·_--, IJf(}_._ ••.••. ; _____ ·········•:; ;)_----··-·-···-·······--····---,·-··-~··· ----, ., .. :;····-·-·· , ' , -.---•' .-•. --:' I -_ , •' ' -, __ ,_-_-,---: ·305: SH>\ -_-_-•••.• __ · ··-· \ i : -__ ..... __ -·-·--·-__ -_ -_.--.·· __ -_-_--_ .. -.-:. --------• -->> -______ · 3' -3112" 3'-31/2" 5'-6" 2'-11" 5'-6'' 6'-7" 13' -11" 40'-0" "' ' " ' 0 N NOTE: SEE SHEET A-4A 1.1 FOR ALL NOTES AND DIMENSIONS NOT SHOWN HERE SECOND FLOOR PLAN 1/4" = 1'-0" li i ____________ IL _______________ , ---~;-:.;, : ::· : : : 0 ' 0 ' ' ENTRY -~------~---,. 7 1/2" 3" 5'-7 1/2" ', /1'/ '., .. -' ~ 0~----------~ 4'-63/4" 6'-8" .. -~ ........ II[ JJ''' 10" 3'-27/8" ' HALL ·, ,:::::: BR2 9'-0'' CLG ' 3' -4 7/8" 3'-47/8" 13'-10" .. ··-.. ' . -. 2' -11 3/8" 2'-6" 41'-0" / 16' -0" 20'-6'' 2'-0" / / NOTE: SEE SHEET A-4A 1.1 FOR ALL NOTES AND DIMENSIONS NOT SHOWN HERE FIRST FLOOR PLAN 1/4" = 1 '-0" 8 6 FOR: SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION REFER TO: SHEET A-GN1.1 A-IN1.1 (INDEX) FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS GENERAL NOTES SECTION3A FRAMING INFORMATION STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A A-IN1.1 (INDEX) ELECTRICAL PLANS ELECTRICAL INFORMATION A-GN11 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ INTERIOR SHELF INFORMATION INTERIOR FINISH SCHEDULE EXT. HARDSCAPE. STEPS, PLANTERS, ETC A-GN1 1 AND FLOOR PLAN GENERAL NOTES SECTIONS 9, 1 OA LANDSCAPE DRAWINGS BY OTHERS CIVIL DRAWINGS BY OTHERS FIREPLACE INFORMATION A-GN11 AND GENERAL NOTES SECTIONS 10A NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL / 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1 THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS, 2010 CRC R310.1 2. SHEET ROCK NAILING INSPECTION IS REQUIRED 2010 CRC R109.1 4.1 AND 2010 CBC 110.3 5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702.3.5 3. THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916.2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE. THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING, 2010 CRC R302.5 & R302.6 5. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS, 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL, 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 2ND FLR MAIN ROOF 1. TOTAL ATTIC SPACE CALCULATION: A 2,087 SO FT X 144 = 300,528 SO IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A 300,528 SQ. IN./300 = 1001.76 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT. AREA PROVIDED TO BE A MIN OF 3' ABV EAVE VENTS) MIN. HIGH VENT REQUIRED= (1002 X 50%= 500 88 SO IN.) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SQ IN. EA = 500 SQ IN. OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SO IN EA.= C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 500 + 500= AREA 2-1/150 REQUIREMENT 1ST FLOOR GARAGE ROOF 1. TOTAL ATTIC SPACE CALCULATION: 500 SO IN OF LOW VENTILATION PROVIDED 1000 SQ. IN OF VENTILATION PROVIDED A 208 SQ. FT X 144 = 29.952 SQ IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 29,952 SQ IN./150= 19968 TOTALSQ IN OFVENITLATIONREQ'D 3. TOTAL VENTILATION PROVIDED: A 2 OHAGIN VENTS AT 100 SO IN EA = 200 SO IN. OF AREA 3-1/150 REQUIREMENT 1ST FLOOR@ ENTRY 1. TOTAL ATTIC SPACE CALCULATION: VENTILATION PROVIDED A. 80 SQ.FTX144=11,520 SQ.IN.OFATTIC 2. TOTAL VENTILATION REQUIRED: A. 11,520 SQ. IN. /150 = 76.8 TOTAL SQ. IN. OF VENJTLATION REO'D 3. TOTAL VENTILATION PROVIDED: A. 1 OHAGIN VENTS AT 100 SQ IN. EA = 100 SQ IN. OF VENTILATION PROVIDED AREA 4-1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION OPT. COVERED PATIO 1. TOTAL ATTIC SPACE CALCULATION: A 266 SO FT X 144 = 38.304 SQ IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 38,304 SQ. IN./300 = 127.68 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN. OF 50% HIGH VENT AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN. HIGH VENT REQUIRED= (1002 X 50%= 500.88 SQ. IN.) A. HIGH VENT REQUIREMENT: 1 OHAGIN VENTS AT 100 SQ IN. EA.= 100 SQ. IN. OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 1 OHAGIN VENTS AT 100 SQ. IN EA.= C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 100 + 100= 100 200 SQ. IN OF LOW VENTILATION PROVIDED SQ IN OF VENTILATION PROVIDED ATTIC VENTILATION CALCS KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI.IF..CI.URE +Pl./INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 48 ITALIAN TUSCANY PARTIAL SLAB, FIRST, SECOND, AND ROOF PLAN SHEET NUMBER: A-481.1 PLOT DATE: 00-00-00 12 45 c::·--- . SILL 24 ' ... r ' A-AD12 ---- JAMB i /25 I A-AD1 2 --' HEAD 26 \ A-AD12 3/19/2013 12:46:25 PM rn rn rn w w w w w w . 9 00 ~ HDR HDR ~ 7 I A-AD13 20 'A,AD11 6 A-AD1 3 rn I I I 19 A-AD11 rn 20 A-AD11 --~2ND_fLR T 0 P. HDR rnrn HEAD . 14-'\ A-AD12 ~ ""FIN 2ND FLOOR _______ " _ _j S T_fLFS_I__Q_f ___ _ HDR 13 ""FIN 1ST FLOOR 11 I ___________ , A-AD13 REAR ELEVATION 1/4" = 1'-0" m lJ 10 ' 'A-AD1.3' 7 A-AD1.1 m w 24 •• .. - SILL A-AD1.2 -,LJ]JJiil []] 25 JAMB' A-AD12 . 26 • HEAD: A-AD12 . • 6 I A-AD1 3 rnrnrn • 6 A-AD13 12 12 19 rn 7 A-AD11 ' rnrn ww SILL I A-AD12 -25 '\ JAMB:: , :c:c 'A-AD12 HEAD' A-AD1 2 rnrn rnrn rn 14 A-AD1.3 A-AD13 20 ', A-AD11 , OPT. FIREPLACE REFER TO A-4A6.1 rn w 19 . A-AD11 12 A-AD1 3 415 4 \ A-AD14' "--~/ DO UL -"" ', A-AD12 ~c-2""ND_£LR T 0 P --~ FIN 2ND FLOOR ' __ _L~ m ll ____ 1STFLR T 0 P ' FIN 1ST FLOOR LEFT ELEVATION A-AD14 1 302 2ND FLR T O.P. FIN 2NQ_FLOOR -'j,1'-'S'-'T FLR T 0 P. FIN 1 S_I_FLOOR 7 ' A-AD13 . RIGHT ELEVATION 1/4" = 1'-0" 1/4";;;; 1'-0" OVERALL BLDG HEIGHT 12 I ' A-AD11 --~2NQ_fLR T.O P HDR"' SILL JAMB HEAD ------'--'-------- -416 29 ' (:;) I A-AD12 . ------ FIN 1ST FLOOR , A-AD13 FRONT ELEVATION 1/4"= 1'-0" 8 6 NOTE. FINISH MATERIALS SHALL COMPLY WlTH CGBC 4.504.2 EXTERIOR MATERIALS: 1 1 3-COAT STUCCO, REFER TO COLOR SCHEMES 1 2 1 3 TRIM: MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215, REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS SOFFITS/BOTTOM OF CANTILEVERED AREAS· 3-COAT STUCCO, REFER TO COLOR SCHEMES 2 1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTTERS AND 00\NNSPOUTS. 3 1 ALL ROOFS TO BE GUTIEREO WITH DOWN SPOUTS WITH CORROSION RESISTANT MATERIAL ROOFING. 51 CONCRETE ROOF TILE (PITCHED PROFILE TILE), VENTS. BY BORAL ROOFING, ICC# ESR 1647, COOL ROOF, REFER TO COLOR/MATERIAL SCHEMES 61 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS· REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS. NOTE. 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED 302 303 400 414 415 416 TO BE INSTALLED OVER WOOD SHEATING, 2010 CRC, R703 6 3 GUTTERS. TYP DOWNSPOUT, TYP ELEVATION NOTES ROOFING LIGHTWEIGHT CONCRETE S-TILE ROOF AT MISSION AND ITALIAN TUSCANY & CONCRETE FLAT TILE AT ENGLISH COUNTRY-SLOPES SHOWN ON ELEVATION. U.N 0 STONE VENEER ATTACHED TO WALL FRAMING PER MANUFACTURES INSTRUCTIONS,SEE DET 1/A-AD1 5 OPT FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION ADDRESS LOCATION COORDINATE WITH UTILITY PLAN FOR LIGHTING I KEYNOTES 4 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CIURE ~ Pl/INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949A74.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 48 ITALIAN TUSCANY EXTERIOR ELEVATIONS SHEET NUMBER: A-482.1 PLOT DATE: 00-00-00 " ~ ;-" 1'-0" { / / 3/19/2013 12:46:28 PM AT EXTERIOR LANDING: 7-1!2" MAX 2" MIN BELOW SCREED --~~ ---,,, -------, FF +0" \~ PORCH F S. -3" I PORCH SLAB 1/4:12 • I t- '1(< ~}- / ·'~-<> 2.512 ._... / --1 '-3 112" 2'-0" t 4'-2 1/2" 1'-0" 9'-0" . / 6'-6" 13'...()" 25 ,----- 0 5:12 RIDGE 5:12 • I I I 25 w l9 0 0:: AREA 1 AREA2 2.5:12 • • 5:12 RIDGE TYP.. 30 ' ·, A-AD1.1 '·, --- w l9 0 ~ R : [ [ : [ [.I.I-I.'E-,-A_.V.,E=-;_1_1 --' r Llo m • ~-A011 AREA4 ROOF PLAN I I GARAGE SLAB (/ ---., \ c-Jlt'' \\ f1j 1/8:12 <::--·· I CONCRETE DRIVEWAY 2'-0" 2'-6" 16'-0" / / 20'-6" 40'-0'' SLAB PLAN -+II EAVE TYP. 1/4";;; 1'-0" \, I 9 ;- 9 "' "' -~ ~ '" 1'-6" 6" / // / / 1/4";;; 1'-0" 12 \! , A-AD1.1 a, . 22 k- 21 ····~ ----(!l.-, 'i\ \t'l, /) ----~ ----,,,,,,, --------------------------------::: ( -,<,\ 6'-6" / 1'-3 4'-2 3/4'' 4'-10 1/2" / FO\'ER 3'-0" HALL BR4 9'-0" CLG 3'-3" BR2 9'-0" CLG 9'-0" 4'-10 1/2" 40'-0" 2'-0" 2'-6" 40'-0" SECOND FLOOR PLAN 1/4" = 1 '-0" 8 P/\NTF''/ i.:'---·" GLU 16'-0" 2'-0" FIRST FLOOR PLAN 1/4"=1'-0" 6 FOR' SYMBOLS AND ABBREVIATIONS FOUNDATION INFORMATION REFER TO· SHEET A-GNU A-IN1 1 (INDEX} FOUNDATION PROFILE STRUCTURAL DRAWING I DETAILS BY OTHERS_ GENERAL NOTES SECTION3A FRAMING INFORMATION STRUCTURAL DRAWINGS I DETAILS BY OTHERS GENERAL NOTES SECTION 6A ELECTRICAL INFORMATION A-IN1 1 (INDEX) ELECTRICAL PLANS A-GN1.1 AND GENERAL NOTES SECTION 16A CEILING VOLUME/ A-GN1 1 AND FLOOR PLAN INTERIOR SHELF INFORMATION INTERIOR FINISH SCHEDULE GENERAL NOTES SECTIONS 9. 10A EXT. HARDSCAPE. LANDSCAPE DRAWINGS BY OTHERS STEPS, PLANTERS. CIVIL DRAWINGS BY OTHERS ETC. FIREPLACE A-GNU AND GENERAL NOTES SECTIONS 10A INFORMATION NOTE: EXTERIOR ELEVATION 'A' SHOWN SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION CHANGES REFERENCE NOTES 2X4 WOOD STUD WALL 2X6 WOOD STUD WALL 2X8 WOOD STUD WALL FLOOR PLAN LEGEND 1. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTIOM OF THE CLEAR OPENING IN THE SLEEPING ROOMS, 2010 CRC R310_1 2. SHEET ROCK NAILING INSPECTION IS REQUIRED, 2010 CRC R109.1.4.1 AND 2010 CBC 110 3.5. REFER TO G-6 FOR SHEETROCK NAILING SCHEDULE, 2010 CRC TABLE R702.3.5_ 3_ THE VERTICAL CLEARANCE ABOVE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSION IS TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. 2010 CMC 916.1 & 916.2 4. THE GARAGE SHEETROCK IS APPLIED TO ALL WALLS OF THE GARAGE THE GARAGE AND ITS ATTIC MUST BE SEPARATED FROM THE DWELLING BY 1/2" SHEETROCK ON THE GARAGE SIDE, THE SHEETROCK IS REQUIRED TO EXTEND TO THE ROOF SHEATING. 2010 CRC R302.5 & R302.6 5_ THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH TO BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER USE FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS. WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS, 2010 CRC R702.4.2 6. ALL GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WlTH SAFETY MATERIAL, 2010 CRC R308 FLOOR PLAN NOTES AREA 1 -1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION 2ND FLR MAIN ROOF 1. TOTAL ATTIC SPACE CALCULATION: A. 2,087 SQ. FT X 144 = 300,528 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 300,528 SQ. IN./300 = 1001.76 TOTAL SQ. IN. OF VENJTLATION REQ'D 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN_ OF 50% HIGH VENT AREA PROVIDED TO BE A MIN OF 3' ABV. EAVE VENTS) MIN_ HIGH VENT REQUIRED= (1002 X 50%= 500_88 SO IN) A. HIGH VENT REQUIREMENT: 5 OHAGIN VENTS AT 100 SQ. IN. EA.= 500 SQ. IN. OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 5 OHAGIN VENTS AT 100 SQ. IN EA.= C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 500 + 500= AREA 2 -1/150 REQUIREMENT 1ST FLOOR GARAGE ROOF 1. TOTAL ATTIC SPACE CALCULATION: 500 SQ. IN OF LOW VENTILATION PROVIDED 1000 SQ IN OF VENTILATION PROVIDED A. 208 SQ. FT X 144 = 29.952 SQ. IN. OF ATTIC 2. TOTAL VENTILATION REQUIRED: A. 29.952 SQ. IN. /150 = 199 68 TOTAL SQ IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: A. 2 OHAGIN VENTS AT 100 SO IN EA = 200 SO IN OF AREA 3 -1/150 REQUIREMENT 1ST FLOOR@ ENTRY 1. TOTAL ATTIC SPACE CALCULATION: VENTILATION PROVIDED A. 80 SQ.FTX144=11,520 SQ.IN.OFATTIC 2. TOTAL VENTILATION REQUIRED: A. 11.520 SQ. IN./150= 76.8 TOTAL SO IN.OFVENITLATIONREQ'O 3. TOTAL VENTILATION PROVIDED: A. 1 OHAGIN VENTS AT 100 SQ. IN. EA = 100 SQ IN_ OF AREA 4-1/150 REQUIREMENT BAY WINDOW 1. TOTAL ATTIC SPACE CALCULATION: VENTILATION PROVIDED A. 29 SQFTX144=4,176 SQIN.OFATTIC 2. TOTAL VENTILATION REQUIRED: A. 4,176 SQ. IN./150 = 27.84 TOTAL SQ. IN. OF VENITLATION REQ'D 3. TOTAL VENTILATION PROVIDED: A. 1 OHAGIN VENTS AT 100 SQ. IN. EA.= 100 SQ. IN. OF VENTILATION PROVIDED AREA 5-1/300 REQUIREMENT WITH MIN 50% HIGH VENTILATION OPT. COVERED PATIO 1. TOTAL ATTIC SPACE CALCULATION: A. 266 SQ. FT X 144 = 38.304 SQ IN_ OF ATTIC 2. TOTAL VENTILATION REQUIRED: A 38,304 SQ IN./300 = 127.68 TOTAL SQ. IN. OF VENITLATION REQ'O 3. TOTAL VENTILATION PROVIDED: (HIGH VENT+ LOW VENT) (ASSUMES CODE REQUIREMENT OF A MIN_ OF 50% HIGH VENT AREA PROVIDED TO BE A MIN OF 3' ABV EAVE VENTS) MIN. HIGH VENT REQUIRED= (1002 X 50%= 500.88 SQ. IN.) A. HIGH VENT REQUIREMENT: 1 OHAGIN VENTS AT 100 SQ IN_ EA = 100 SQ IN_ OF HIGH VENTILATION PROVIDED B. LOW VENT PROVIDED: 1 OHAGIN VENTS AT 100 SQ. IN EA.= C. TOTAL VENTILATION PROVIDED: (HIGH VENT.+ LOW VENT.)= 100 + 100"' 100 200 SQ. IN OF LOW VENTILATION PROVIDED SQ. IN OF VENTILATION PROVIDED ATTIC VENTILATION CALCS KEYNOTES Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 4C ENGLISH COUNTRY PARTIAL SLAB I FIRST I SECOND I AND ROOF PLAN SHEET NUMBER: A-4C1.1 PLOT DATE: 00-00-00 "" SILL L JAMB HEAD 3/19/2013 5:40:04 PM 30 A-AD11 12 12 5 'A-AD11 ' '·.· ·.· ·.· ·.· ·.· ·.· ·.· ·.· ·.· ·.· ·.· ·.· ·.· ·.· ·.· ' 24-' ..r ' A-AD1.2 " ' 25 ' A-AD12 ' " ' 26 ' A-AD12 OJ OJ OJ rn rn rn '/ 6 \ ' A-AD13 HDR HDR 7 ' A-AD1 3 IJ [[] P1 u llll==i==Wrn rn 302 rn 6 . A-AD13 12 I 5 1 302 HDR lJlJ HDR REAR ELEVATION 27 A-AD12 ' ' JAMB 12 A-AD11 HEAD 28 A-AD12 10 ' A-AD13 24 SILL' j A-AD12 25 JAMB:. A-AD1 2 26 HEAD" A-AD1 2 / 12 5 [[] D 6 A-AD13 ---'1~"2,ND_fLR T 0 P FIN 2ND FLOOR 1STFLRTOP FIN 1ST FLOOR 1/4"= 1'-0" .. ..... . .... rn rn rn rn IJ rn c rn w 19 30 OJOJ 24 SILL I A-AD1 2 25 ' JAMB, A-AD12 // 26 HEAD: A-AD12 rnrn rn rn OPT. FIREPLACE l_ Tlie"==rr L [ill [lJJ 19 / j A-AD1 ~ -,__l_ 24 A-AD14 12 5 ' A-AD13 HDR 21 -, / 22 23 ' A-AD1 2 A-AD1 2 A-AD1 2 j ,2 ..• N.•eD FLR T 0 P. ''"' -~ __ _E!N ___ :2 N Q_ F ~Q_QR_ __ _ ' l -'fc-1'-'S'.'T FLR T 0 P I I 30 'A-AD11 ' " ' ' 30 ' j 'nin=='r=JTI'"-+-H"'D"'R'---"' 7 A-AD1 3 '-FIN 1ST FLOOR ' I' LEFT ELEVATION .......• 2,"No.uD FLR T.O P FIN. 2N.Q_FLOOR 1ST FLR T.O.P FIN 1 SlFLOOR RIGHT ELEVATION 29 'A-AD11 1/4"= 1'-0" 1/4"= 1'-0" OVER ALL BUILDING HEIGHT 12 HEEL ~--"'2~1'Q_fLR T 0 P HDR llllr~f:~ll. ,···"" .•... ~6 > SILL ' A-AD12 [OJ 7 , JAMB ' A-AD1.2 8 ' , A-AD1 2 HEAD --- ----- 215 A-AD1.3 416 29 I A-AD12 FIN 2ND FLOOR 1 T FLR T 0 P FIN 1ST FLOOR FRONT ELEVATION 1/4"= 1'-0" 8 1 NOTE FINISH MATERIALS SHALL COMPLY WITH CGBC 4 504.2 EXTERIOR MATERIALS 11 3-COAT STUCCO, REFER TO COLOR SCHEMES 1 2 1 3 TRIM MANUFACTURED ADHERED STONE VENEER BY ELDORADO STONE, ICC# ESR 1215. REFER TO COLOR/MATERIAL SCHEMES FOR MODEL AND COLOR SPECS SOFFITS/BOTTOM OF CANTILEVERED AREAS. 3-COAT STUCCO, REFER TO COLOR SCHEMES 2 1 STUCCO COVERED FOAM TRIM, REFER TO DETAILS GUTTERS AND DO\NNSPOUTS 3 1 ALL ROOFS TO BE GUTIERED WITH DOWN SPOUTS VVITH CORROSION RESISTANT MATERIAL ROOFING· 51 CONCRETE ROOF TILE (PITCHED PROFILE TILE). VENTS BY BORAL ROOFING ICC# ESR 1647, COOL ROOF REFER TO COLOR/MATERIAL SCHEMES 61 CORROSION RESISTANT METAL GABLE VENT SCREENED WITH GALVANIZED METAL MESH NOTE TO ALL SUBCONTRACTORS. REFER TO ARCHITECTURAL DETAILS FOR LOCATION OF ELASTOMERIC MEMBRANE UNDER EXTERIOR MATERIALS. NOTE· 2 LAYERS OF GRADED BUILDING PAPER IS REQUIRED 215 302 303 415 416 TO BE INSTALLED OVER WOOD SHEATING, 2010 CRC, R703.6 3 ELEVATION NOTES ROLL UP GARAGE DOOR SEE 29&30/A-AD1 2 GUTTERS, TYP DOWNSPOUT, TYP. OPT FIREPLACE SEE FOOR & ELEVATION OPTIONS SHEET FOR MORE INFORMATION ADDRESS LOCATION, COORDINATE WITH UTILITY PLAN FOR LIGHTING I KEYNOTES 4 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA. CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CIURE ~ Pl/INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME THE FOOTHILLS AT PALO VERDE SINGLE FAMILY HOMES PROJECT DESIGNER DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET SHEET TITLE: PLAN 4C ENGLISH COUNTRY EXTERIOR ELEVATIONS SHEET NUMBER: A-4C2.1 PLOT DATE: 00-00-00 3/28/2013 4:45:46 PM 4 ,: __ _ ---------------------------'~ (__ ____ rn rn OJ ------ ----1------------------------1---- rn -----(,~---------~', ,--------------, I I ,-------~ I I --L------ 1 I I I I ' ,------ -- ----, I --, ·_,_--, -_,_-,-- ' rnrn [[][[]i ' l ____________________________ \ rn , __ ,_' ' -5' HIGH LOW WALL WERE IT OCCURS L_ __ rn I n I l g! -~ __ / I I I I ---'---------------_I I L_l rn -5' HIGH LOW WALL WERE IT OCCURS -1-- I rn 'I I I I I I rn I I I I I ,_ ' ~ , I ' I ~ I I ) I I I I Elevations-1A LEFT Elevations - 1 C LEFT ' ' ' t~~~~~t rn __ _ _____ FB ______ ___ I I rn - - rn 5' HIGH LOW WALL WERE IT OCCURS ---~-------------- rn - -----l I I I I I I I I I . I I I I Elevations-1XA LEFT DECORATIVE CHIMNEY CAP. SEE DETAIL ~ ~ @ DECORATIVE STUCCO RECESS. SEE DETAIL 4 @ DECORATIVE SHUTTER SEE DETAIL 4 DECORATIVE CHIMNEY CAP. SEE DETAIL (s\ ~ DECORATIVE WING WALL. SEE DETAIL fs\, ~ 1/4"= 1'-0" 1 LEGEND 1A @ DECORATIVE RAFTER TAIL. SEE DETAIL 1 @ DECORATIVE SHUTTER SEE DETAIL 4 [3J DECORATIVE STONE VENEER @ DECORATIVE SHUTTER SEE DETAIL 4 1/4"; 1'-0" 2 LEGEND 1C DECORATIVE CHIMNEY CAP. SEE DETAIL (s\ ~ @ DECORATIVE STUCCO RECESS. SEE DETAIL 4 @ DECORATIVE SHUTTER SEE DETAIL 4 DECORATIVE CHIMNEY CAP. SEE DETAIL (s\ ~ DECORATIVE WING WALL. SEE DETAIL (s\ ~ @ DECORATIVE SHUTTER SEE DETAIL 4 DECORATIVE CHIMNEY CAP. SEE DETAIL ,0 ~ 1/4"= 1'-0" 3 LEGEND 1X Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHI-IF..CI-URE +PLANNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET 1st SUBMITTAL: 00-00-00 SHEET TITLE: ENHANCED ELEVATIONS SHEET NUMBER: A-AE1.1 PLOT DATE: 00-00-00 3/28/2013 4:45:49 PM 0 rn 0 5' HIGH LOW WALL WERE IT OCCURS DJ ~--J _________ _ - rn I '-='--· ,---~-----------~ I I I I I DD ITJ ~ 5' HIGH LOW WALL , \/\/ERE IT OCCURS ~~~!_-~--~--~- -~-~ w ~:!! -5' HIGH LOW WALL WERE IT OCCURS DD rn Elevations - 1 XB LEFT 1/4" = 1'-0" 1 Elevations-1XC LEFT 1/4" = 1'-0" 2 _I Elevations -2A LEFT 1/4" = 1 '-0" 3 @ DECORATIVE RAFTER TAIL. SEE DETAIL 1 @ DECORATIVE SHUTTER. SEE DETAIL 4 DECORATIVE STONE VENEER. @ DECORATIVE SHUTTER. SEE DETAIL 4 LEGEND 1XB DECORATIVE CHIMNEY CAP. SEE DETAIL 0\ e DECORATIVE SHUTTER. SEE DETAIL 4 @ DECORATIVE OUTLOOKER. SEE DETAIL @ A-AD1.4 @ DECORATIVE RAFTER TAIL. SEE DETAIL 1 @ DECORATIVE SHUTTER. SEE DETAIL 4 LEGEND 1XC @ DECORATIVE CORBEL SEE DETAIL 4 @ DECORATIVE OUTLOOKER. SEE DETAIL 4 @ DECORATIVE SHUTTER. SEE DETAIL 4 DECORATIVE CHIMNEY CAP. SEE DETAIL 0\ e DECORATIVE JULIET. SEE DETAIL ~ ~ LEGEND 2A Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CIURE ~ Pl/INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET 1st SUBMITTAL: 00-00-00 SHEET TITLE: ENHANCED ELEVATIONS SHEET NUMBER: A-AE1.2 PLOT DATE: 00-00-00 ------- 3/28/2013 4:45:52 PM rn w rn rn ------------ 5 rn w rn J w I I I I I I I 121 ) ,--------, I I f--------j I I I I I I ,-------------- 1 I I I I j rn ---~-------~--- ___ · ___ _ I lll==:! I I I I I I I I w www L±_-- LOW WALL IT OCCURS-__/ [[] 5' HIGH LOW WALL WERE IT OCCURS ITJ __ _f _______ _ -f--- rn ITJITJ]J 12 f-'---, i I I I I I , I• ,,--'-------r ,, I .. ,, --~- Elevations -28 LEFT 1/4"= 1'-0" 1 w __ r_ Elevations -28 RIGHT 1/4"= 1'-0" 2 Elevations -2C LEFT 1/4" = 1'-0" 3 DECORATIVE STONE VENEER. @ DECORATIVE SHUTTER SEE DETAIL 4 DECORATIVE CHIMNEY CAP. SEE DETAIL (3\ ~ DECORATIVE EXTERIOR LIGHT FIXTURE. @ DECORATIVE SHUTTER SEE DETAIL 4 @ DECORATIVE SHUTTER SEE DETAIL 4 DECORATIVE JULIET. SEE DETAIL ~ ~ LEGEND 28 @ DECORATIVE CORBEL. SEE DETAIL 4 @ DECORATIVE OUTLOOKER. SEE DETAIL 4 @ DECORATIVE SHUTTER SEE DETAIL 4 DECORATIVE JULIET. SEE DETAIL (7\ ~ DECORATIVE CHIMNEY CAP. SEE DETAIL (3\ ~ LEGEND 28 [1J DECORATIVE STONE VENEER [2] DECORATIVE EXTERIOR LIGHT FIXTURE. DECORATIVE SHUTTER: SEE DETAIL~ ~ DECORATIVE JULIET. SEE DETAIL CG ~ DECORATIVE SHUTTER: SEE DETAIL@ LEGEND 2C Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CIURE ~ Pl/INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET 1st SUBMITTAL: 00-00-00 SHEET TITLE: ENHANCED ELEVATIONS SHEET NUMBER: A-AE1.3 PLOT DATE: 00-00-00 3/28/2013 4:45:55 PM ! --\ I m ' ' ~---~--- i r:=;::~T"" I I I, I w I I, rn . . 111111::1111111::111 5' HIGH LOW WALL , WERE IT OCCURS __________________________________________ L ________ _ ' 5 _l~ :rn :w -5' HIGH LOW WALL WERE IT OCCURS rn rn ·--·-- rn . I ~~~~ !I~ rn -____________________________________________ L _________ _ - --------' . . 0 rn ~ ' 3 _[ ______ _ I )I ·--r-tj----------- I 5' HIGH LOW WALL WERE IT OCCURS __ _! ________ _ ]] --r- ' I,~ I I 1::::::::':::~~ " rn -------~~---- ' rn . rn - -----l I I I I I Elevations -3A LEFT rn 1 I_ rn rn rn -·- rn rnrn w r------------t- Elevations -3C LEFT I I I I I . I I I I I I I -1-1-I I ---------1 I I I I I I I I I I I w rn w Elevations-48 LEFT 1/4" = 1 '-0" 1 1/4" = 1 '·0" 2 1/4" = 1'-0" 3 @ DECORATIVE SHUTIER. SEE DETAIL 4 @ DECORATIVE SHUTIER. SEE DETAIL 4 @ DECORATIVE POT SHELF. SEE DETAIL 4 @ DECORATIVE SHUTIER. SEE DETAIL 4 @ DECORATIVE SHUTTER. SEE DETAIL 4 LEGEND 3A [iJ DECORATIVE EXTERIOR LIGHT FIXTURE. [2J DECORATIVE SHUTIER. SEE DETAIL@ [3J DECORATIVE SHUTTER. SEE DETAIL@ [4J DECORATIVE POT SHELF. SEE DETAIL@ [5J DECORATIVE SHUTTER. SEE DETAIL@ [}] DECORATIVE SHUTTER. SEE DETAIL@ LEGEND 3C @ DECORATIVE SHUTTER. SEE DETAIL 4 @ DECORATIVE SHUTTER. SEE DETAIL 4 @ DECORATIVE OUTLOOKER. SEE DETAIL 4 @ DECORATIVE SHUTTER. SEE DETAIL 4 DECORATIVE STONE VENEER. LEGEND 48 Brookfield 3090 BRISTOL, SUITE 200 COSTA MESA, CA 92626 PHONE: 714.427.6868 FAX: 714.427.6869 ARGHIIF..CIURE ~ Pl/INNING 60 CORPORATE PARK IRVINE, CA 92606 PHONE: 949.474.6030 STAMP: PROJECT NAME PROJECT MANAGER: VA PROJECT DESIGNER: DP DRAWN BY: Bl, MM PROJECT NUMBER: 12046 REVISIONS: BID SET 1st SUBMITTAL: 00-00-00 SHEET TITLE: ENHANCED ELEVATIONS SHEET NUMBER: A-AE1.4 PLOT DATE: 00-00-00 Community & Economic Development 1635 Faraday Ave. Carlsbad, CA 92008 760-602-2710 760-602-8560 fax ERRATA SHEET FOR AGENDA ITEM #5 Memorandum April 29, 2013 To: Planning Commission From: Chris Garcia, Junior Planner Via Don Neu, City Planner Re: Errata Sheet for Agenda Item #5 – MP 02-03(D)/PUD 06-13(B) – ROBERTSON RANCH PA 17 Staff is recommending that the Planning Commission include the following revisions: Add a new condition to Planning Commission Resolution No. 6971 as follows: The courtyard walls shown on Plans 1 & 1X shall be modified to comply with the 42 inch maximum height limit within the front yard setback. The design is subject to the approval of the City Planner and shall be reviewed with the building permit plan check.