Wong Residence

New Single Family Residence (#001-2019) 1901 Park Skyline Road, Santa Ana, CA 92705

ANDERSLASATERARCHITECTS.COM

384 FOREST AVENUE, SUITE 12

LAGUNA BEACH, CA 92651

949 497 1827

GENERAL NOTES PROJECT SUMMARY TABLE SCOPE OF WORK FOR BUILDING PERMIT SHEET INDEX These drawings and specifications, and the B designs and ideas contained herein are the Sheet Description Sheet # property of ALA and shall not be duplicated, NOTE TO GENERAL CONTRACTOR - This set of construction documents is an 18. Upon completion of grading, an as-built grading plan shall be provided by the civil SFD Zone E4 Lot Slope (%) 28.10% Use (BLD20-2220) & BUILDING PACKAGE Cover Sheet A0.0 altered or utilized in any way by anyone other interrelated and cross-referenced package of information that should not be engineer. The Geologist and Soils Engineer must certify that the site is suitable for the than the "OWNER" whose name appears in the Zoning Standards Required Existing Proposed Conforms Title Sheet A0.1 title block and with whom ALA is contracted. separated into constituent parts for distribution to sub trades. It is the sole intended use at the completion of grading and prior to building construction. Said contract is a license for the OWNER to use responsibility of the general contractor to ensure that all subtrades received all Lot Area 20,095 SF 20,095 no change Yes (PKG20-0941) A these Instruments of Service solely for Lot Width (Avg.) 121.83' 121.83' no change Yes completing the Project scope defined in the pertinent and relevent information related to their work as defined within these 19. Civil Engineer shall certify that the elevation of the graded pad of the future finish floor Architectural Specifications A0.2-A0.4 contract between ALA and the OWNER. Lot Depth (Avg.) 176.73' 176.73' no change Yes • (N) one-story single family residence w/ attached 4-car garage (1,084 SF) construction documents. does not vary by more than 2/10ths of a foot from the approved elevations prior to start of • House Floor area 3,709 SF CalGreen Checklist A0.5-A0.6 Setbacks: • New Deck area above garage 1,004 SF ALA reserves all rights including the copyright. building construction. Yes Any unauthorized duplication or alteration of Front Yard 30' 30' no change • New Mechanical area 16 SF Soil Report - Recommendation A0.7 1. The contractor is responsible to make himself familar with California Building Code as Yes B these drawings and specifications is a violation of Rear Yard 25' 6 1/2" 25' to proposed building • New Solar plan E1.1 and electrical plans E0.1 to E4.0 (ELE20-1516) Soil Report - Recommendation A0.8 said copyright and is subject to full civil liabilities applicable to this project. All construction must meet the 2019 CBC. 20. This project shall comply with all provisions of the 2019 California Green Building Yes • New Indoor fireplace and penalties. In the case of such unauthorized Side Yards (comb/ each) 12'- 2.196" each 1'-7",10'-5" 12'-2 1/4" each Standards as enforced by the municipality in which the project resides. Yes • New outdoor fireplace T use ALA shall be held harmless and absolved of Lot Coverage (BSC) 35% (7033.25SF) 123.83 SF (0.6%) 5,831 SF (29.02%) • New attached Trellis to the house all liability related to the use of these drawings 2. This project shall comply with the 2019 California Building Code, 2019 California Title 24 Report T24-1 and specifications. 21. Licensed Civil Engineer who prepared the drainage plan shall certify at the completion • See Architectural plans from A0.0 to AC2 Residential Code and 2019 California Fire Code. (see Building Code Data below for more • See Structural plan from SN1 to SD3.0 Title 24 Report T24-2 Written dimensions shall take preference over information) and City Ordinances. of the project that the site drainage is in substantial compliance with the approved drainage Project Data • See House Structural calculations scaled dimensions and shall be verified in the plan. Description Existing Removed Proposed Total • Soils Report 0 field. Any discrepancy or error shall be brought • Structural site wall sheets are for reference only to the attention of the Architect prior to the Living Area Topographic Survey C-1 3. New utilities and communication lines to be under grounded to the nearest existing utility • New mechanical plans M-0.1 to M-4.1 (MEC20-0921) commencement of any work. location. 22. CAL OSHA permit shall be obtained for all excavations deeper than 5 feet. A copy of Lower Living Area 0 0 3709 3709 • New plumbing plans P-0.1 to P5.1 (PLB20-1455) B C the permit shall be provided to the city prior to issuance of building permit. Total Living Area 00 Title Sheet C1 4. Contractor to stake-out and verify with Architect the building setbacks, floor, pad and roof 3709 3709 23. Deputy Inspector (as required) to obtain Building Department clearance prior to Grading Plan C2 elevations, and driveway prior to start of construction. 0 0 Carport 0 ED ARCH commencement of structural steel field welding. 0 0 Storm Drain Plan C3 S IT B N E Garage 0 1102 1102 E RS LA C C E S 5. Surface water shall drain away from building at a minimum of 1/4" per foot. 0 Subdrain plan C4 I D A T Elevated Deck / Terrace 0 1004 1004 L N T 24. Prior to the issuance of a Building Permit, the Contractor shall have a certificate of 0 A E . Erosion Control Plan C5 R Mechanical 0 16 16 123.83 E 6. All site elements, flat work, and landscape to be coordinated with landscape architect current workmen's compensation insurance coverage on file with the Building Department. 0 Storage 123.83 0 Section and Details C6 C-30374 R and their documents. E 3 S N 2 25. House street number shall be visible and legible from street. Minimum 4" height with a Details C7 T . 2 0 IA A 01/ 31/ N stroke width of not less than 0.5" (CRC R319.) TE OR 7. Contractor shall locate all existing utilities (whether shown herein or not) and protect Geotechnical Notes C8 OF CALIF them from damage. Contractor shall bear all expense of repair or replacement in Geotechnical Notes C9 26. Separate review and permit(s) is/are required for pools, spas, walls, fences, patio Side Yard Setback Calculation SCOPE OF WORK FOR GRADING (GRD20-0155) conjunction with the execution of this work. L covers and other freestanding structures Average Site Width : 121.83' Landscape Cover Sheet LT-1.0 8. Prior to commencement of construction, all applicable provisions related to brush 10% of side width: 121.83' x 10% = 12.183' AND LANDSCAPE PACKAGE (PKG20-0943) Side yard setback : 12' - 2.196" at each side clearance in the uniform fire code shall be fully complied with, to the satisfaction of city Fire 27. Shower compartments and walls above bathtubs with shower heads installed shall be Planting Plan L-2.0 • New Landscape area (LND20-0079) Department. finished with a smooth, nonabsorbent surface to a height of not less than 72" above the Irrigation Notes L-3.0 B • New Grading plan (GRD20-0155) floor. CRC R307.2 • New driveway access to the house Irrigation Design Plan L-3.1 9. Contractor shall sign and post a notice on the building certifying that the installed • WQMP (WQ20-0077) • Hydrology Study Landscape Lighting Plan L-4.0 insulation complies with the California state standards. 28. Handrails shall satisfy the following: • Soils Report Landscape Worksheet (Calculations) LW-1 a. provide a minimum of one continuous handrail on stairways with 4 or more Note: "There shall be no trenches or excavations• See Civil drawings from C1 to C8 10. All chimneys shall be equipped with spark arrestors which will permit the passage of risers and at all open sides. R311.7.8 • See Landscape drawings from LT1.0 to LW-1 A1 objects no greater in size than one-half inch nor obstruct the passage of objects smaller b. handrail height shall be 34 to 38 inches above the nosing of treads. R311.7.8.1 5 feet or more in depth into which a person is Existing Site Plan A1.0 c. handrail with circulat cross-section shall have a diamter of 1.25 to 2 inches. than three-eighths inch. New Site Plan A1.1 R311.7.8.3 item 1 required to descend, or obtain permit from State Fire Access Plan A1.2 11. Contractor to verify all existing pad and finish floor elevations. If any discrepancies are d. handrails with other than circular cross-sections shall have a perimeter discovered, Contractor shall notify the Architect before the start of construction. dimension of 4 to 6.25 inches with a maximum cross-section of 2.25 inches. Main Floor Plan A2.1 R311.7.8.3 item 1 of California, Division of Occupation Safety and Main Floor Dimension Plan A2.2 e. handrails with a permiter greater than 6.25 inches shall comply with 12. All exposed non-prefinished metal is to be primed and painted including shop or factory Clerestory Windows Plan A2.3 R311.7.8.3 item 2. SCOPE OF WORK FOR RETAINING WALLS AND primed surfaces. Architect to approve final color. Health (Cal/OSHA). This permit and any other Clerestory Windows Dimension Plan A2.4 f. handrail shall be continuous without interruption by newel post or other 13. Contractor may not change design materials or details without permission of the obstruction, except at the landing, volute, or turnout on lowest tread. SHORING PACKAGE (BLD21-0527) Roof Plan A2.5 R311.7.8.2, exception 1&2 safety permit shall be obtained prior to Architect. • New site retaining walls Roof Dimension Plan A2.6 14. Written dimensions to take presedence over scaled dimensions. g. clear spaces between handrail and wall shall be 1.5 inches minimum • Site shoring walls Main Floor Reflected Ceiling Plan A2.7 R311.7.8.2 commence of any work." • New driveway access to the house • Soils Report West + East Elevations A3.1 15. Contractor shall verify all details and dimensions prior to the start of construction and • See sheet SWN1 to SW5 for Site wall notes, site wall foundation plan, site wall and shoring details North + South Elevations A3.2 shall notify the Architect of any omissions, errors, or discrepancies. 29. Attic space with ceiling heights greater than 6 feet - " Not to contain any air registers, • See site wall strctural calculation sheets electrical outlets, or lighting other than is required by Code. Not to contain any insulation, • See existing and new site plan on sheet A1.0 and A1.1 Section A+B+C A3.3 16. Residence to be pre-wired for cable television per city policy. drywall, or simlar interior wall finishing material." • See Section drawings on sheet A3.3 to A3.7 for reference Section D+E+F A3.4 SCOPE OF WORK FOR PLANNING APPLICATION Sections G+H A3.5 17. All grading must comply with City Municipal Code and Appendix Chapter 70 of the CBC. 30. Contractor to provide a detectable warning product sample to the Building Inspector for approval of color contrast with finish surface. (PA20-0175) Section J+K+L A3.6 Sections M+N+P A3.7 Door And Window Schedule/Notes A4.1

• New site retaining walls Window Elevations A4.2 • Site shoring walls Interior Elevations A5.1-A5.6 • New driveway access to the house • 28' minimum unobstructed maneuvering area clearance from garage door Architectural Detail (Clerestory Details) A6.1 • Soils Report Architectural Details (Master Bedroom Courtyard Details) A6.2 • See sheet SWN1 to SW5 for Site wall notes, site wall foundation plan, site wall and shoring details SCOPE OF WORK FOR OUTDOOR FIREPLACE • See existing and new site plan on sheet A1.0 and A1.1 Architectural Details (Outdoor Dining Details) A6.3 • See floor plans on A2.1 & A2.2. PROJECT TEAM T24 REQUIREMENTS • See Section drawings on sheet A3.3 to A3.7 for reference Architectural Details (Garage Details) A6.4 PROJECT Anders Lasater Architects, Inc. STRUCTURAL Burke Structural Engineers P.C. Special Features • Exterior gas only fireplace Architectural Details (Roofing, Door & Window Details) A6.5 ARCHITECT: 384 Forest Avenue, Suite 12 ENGINEER: 151 Kalmus Drive, Bldg. E-140, • Battery system: 13.5 kWh ( Self Utilization Credit taken) Firepalce Reports & Specifications A6.12 Laguna Beach, CA 92651 Costa Mesa, CA 92626 • Indoor aire quality, blanced fan 949 497 1827 Office 657 289 0460 Phone • Cool roof Skylight Report & Specifications A6.13 [email protected] [email protected] • Window overhangs and/or fins Hydrop Stop Reports A6.14 [email protected] [email protected] • Non-standard duct location (any location other than attic) Bison Deck Pedestals A6.15 HERS Verified Features PROJECT Mike & Evelyn Wong LANDSCAPE M.D. Wilkes Design and Counsulting Building-level verifications: Downdraft Hood Specifications A6.16 B OWNER: 116 Homecoming ARCHITECT: Michael Wilkes • Quality insulation installation (QII) AC Irvine, CA 92602 690 Thalia St. • Indoor aire quality ventaliation 949 701 1133 Mike Laguna beach, CA 92651 • Kitchen range hood SCOPE OF WORK FOR ROAD ENCROACHMENTDEFERRED SUBMITTAL Main Floor Area Calculations AC 1 714 227 1007 Evelyn [email protected] Roof Area Calculations AC 2 [email protected] 949 637 1050 Cooling system verifications: • Fire sprinkler [email protected] • Minimum airflow PERMIT (RE21-0082) • Site retaining walls B R • Shoring walls • Verified EER 3D View R 1.1-R1.4 • Verified SEER • Wind load calculation for full high glazing. SURVEYOR: G & G Engineering, Inc. SOILS GeoFirm • Portion of existing wall that is to remain unchanged may cross the property line. General Contractor to verify location of existing wall as it relates to the Kevin Trigg • Verified refrigerant charge M Andrew Grechuta ENGINEER: • Fan efficacy Watts/CFM • Make changes to the curb and side walk, driveway access to the house. property line and, if possible, remove that portion of the wall that extends beyond the property line. Contractor to obtain a writtern permission from the 1251 N. Manassero St., Ste. 402 801 Glenneyre St, Suite F adjacent property owner before doing any work that is not in the 1901 Park Skyline Road property. See keynote #20 on Sheet A1.0 for location of the wall. Mechanical Legend Notes & Schedules M-0.1 Laguna Beach, CA 92651 Anaheim, CA 92807 Heating system verifications: Mechanical Schedules M-0.2 714 970 7220 949 494 2122 [email protected] • Verfied HSPF [email protected] • Verfied heat pump rated heating capacity Mechanical Floor Plan M-2.1 Michanical Roof Plan M-3.1 HVAC Distribution system verifications: CIVIL Civilscapes Engineering, INC TITLE 24 Build Smart Group • Duct leakage testing Mechanical Details M-4.1 ENGINEER: Will Rolph ENGINEER: Nick Brown OCFA PERMIT (SR291302) • Verified low-leakage ducts in conditioned space must meet maximum 25 cfm leadage to outside (RA3.1.4.3.8) 28052 Camino Capistrano, Suite 213 400 Los Altos Ave SEPARATE PERMIT E Laguna Niguel, CA 92677 Long Beach, CA 90814 949 464 8115 714 984 3397 Domestic Hot Water System Verifications: • fire department access through out the house. • Grading plan Electrical Legend & Notes E-0.1 [email protected] [email protected] • None • fire sprinkler is a defeered submittal. • Landscape & Irrigation Electrical Specifications E-0.2 • Exterior gas only fireplace • Site retaining walls and shoring Lighting Control System E-0.3 MEP Riverside Engineering CONTRACTOR: • Encroachment permit for the proposed curb and side walk, driveway access to the house. ENGINEER: Mark Alexander - Electrical - Site Plan - New E-1.0 - 17875 Von Karman Ave. Suite 250 Below are all the ongoing permits # that related to the 1901 Park Skyline Road project for your reference. Electrical - Photovoltaic Site Plan E-1.1 Irvine, CA 92614 - 888 401 7483 Office - Electrical - Main Floor Power Plan E-2.1 - PKG20-0941 949 538 3049 Cell • Building permit: BLD20-2220 Electrical - Main Floor Lighting Plan E-2.2 [email protected] - B • Mechanical permit: MEC20-0921 • Electrical permit: ELE20-1516 Electrical - Roof - Power & Lighting Plan E-3.0 B • Plumbing permit: PLB20-1455 Single Line Diagram, Panel Schedules, Load Calculations E-4.0 • Solar permit: SLR21-0231 P Plumbing Legend Notes & Schedules P-0.1 NPDES NOTES PLANNING INFORMATIONBLDG. CODE PKG20-0943 Zone: Description of Use: Single Family Residence • Grading permit: GRD20-0155 Plumbing Schedules Cont. P-0.2 1 In case of emergency, call physically separated from potential stormwater runoff, with ultimate disposal in • Landscape permit: LND20-0079 accordance with local, state and federal requirements. 125-E4-20000 "Small Estates" Plumbing Domestic CW & HW Floor Plan P-2.1 Occupancy: R3 / U • WQ permit: WQ20-0077 TBD Contractor Name: - Lot Area: Plumbing Waste & Vent Plan P-2.2 Cell Phone: - 10 Dewatering of contaminated groundwater, or discharging contaminated soils via 20,095 SF Number of Stories: 2 Other Individual permits are: Plumbing Natural Gas Plan P-2.3

Email: - surface erosion is prohibited. Dewatering of non- contaminated groundwater requires ResidenceNew (#001-2019) Single Family Road, 1901 Park Skyline 92705 CA Santa Ana, APN: Construction Type: V-B • Planning permit: PA20-0175 Plumbing Roof Plan P-3.1 Wong Residence a National Pollutant Discharge Elimination System Permit from the respective State 502-071-12 2 Sediment from areas disturbed by construction shall be retained on site using Regional Water Quality Control Board. Fire Sprinklers: Yes - The new building will be protected • Retaining and shoring wall permit: BLD21-0527 Domestic Water Isometric View P-4.1 Legal Description: by an automatic sprinkler system. structural controls to the maximum extent practicable. • Road Encroachment permit: RE21-0082 Waste & Vent Isometric View P-4.2 PARCEL 1: Revisions 11 Graded areas on the permitted area perimeter must drain away from the face of Codes: 2019 California Building Code (CBC) Natural Gas Isometric View P-4.3 • OCFA permit: SR291302 3 Stockpiles of soil shall be properly contained to minimize sediment transport from the slopes at the conclusion of each working day. Drainage is to be directed toward THAT PORTION OF LOT C OF TRACT NO. 61, COUNTY OF ORANGE, 2019 California Residential Code (CRC) VICINITY MAP Plumbing Notes P-5.1 A 12/10/2020 County PC rev 1 site to streets, drainage facilities or adjacent properties via runoff, vehicle tacking, or desilting facilities. STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 10, PAGE 5 2019 California Mechanical Code (CMC) 2019 California Plumbing Code (CPC) S wind. MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF B 07/15/2021 County PC rev 2 2019 California Electrical Code (CEC) 12 The permittee and contractor shall be responsible and shall take necessary SAID COUNTY, DESCRIBED AS FOLLOWS: General Structural Notes SN1 2019 California Green Buildings Standards Code CGBS C 2019 California Energy Efficiency Standards (CEES) 4 Appropriate BMP’s for construction-related materials, wastes, spills shall be precautions to prevent public trespass onto areas where impounded water creates a BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT C, Structural Observation Program & Special Inspection Program and of Special SN2 B implemented to minimize transport from the site to streets, drainage facilities, or hazardous condition. NORTH 32°12'30" WEST, 128.05 FEET FROM THE SOUTHEASTERLY 2019 California Fire Code (CFC) Inspectors forms D adjoining properties by wind or runoff. TERMINUS OF THAT CERTAIN COURSE ON SAID NORTHEASTERLY LINE County of Orange Regulations & Ordinances SHOWN AS "COURSE 51, NORTH 32°12'30" WEST 152.65 MEAS." ON A Concrete Typical Details ST1 E 13 The permittee and contractor shall inspect the erosion control work and insure that MAP OF SURVEY; RECORDED IN BOOK 23 PAGE 50, RECORD OF Wood Typical Details ST2 5 Runoff from equipment and vehicle washing shall be contained at construction sites the work is in accordance with the approved plans. SURVEY, IN THE OFFICE OF THE COUNTY RECORDER OF SAID ORANGE unless treated to reduce or remove sediment and other pollutants. COUNTY; THENCE ALONG SAID NORTHEASTERLY LINE, NORTH 32°12'30" Wood Typical Detials, Post Typical Details ST3 14 The permittee shall notify all general contractors, subcontractors, material suppliers, WEST, 24.60 FEET, AND NORTH 15°16'15" WEST, 37.40 FEET; THENCE, SOUTH 74°43'45" WEST, 115.00 FEET; THENCE, SOUTH 46°01'30" WEST, Drag Typical Details ST4 Issued 6 All construction contractor and subcontractor personnel are to be made aware or the lessees, and property owners: that dumping of chemicals into the storm drain system 127.36 FEET; THENCE, SOUTH 43°58'30" EAST, 15.46 FEET TO THE Holdown Typical Details ST5 required best management practices and good housekeeping measures for the or the watershed is prohibited. BEGINNING OF A TANGENT CURVE, CONCAVE NORTHEASTERLY Steel Typical Details ST6 1 project site and any associated construction staging areas. HAVING A RADIUS OF 1260.00 FEET; THENCE SOUTHEASTERLY, 115.14 10/30/2020 - Orange County FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF, 5°14'09" TO Guardrail Typical Details ST7 15 Equipment and workers for emergency work shall be made available at all times A POINT TO WHICH A RADIAL LINE BEARS, SOUTH 40°47'21" WEST; 2 07-15-2021 - Orange County 7 At the end of each day of construction activity all construction debris and waste during the rainy season. Necessary materials shall be available on site and THENCE NORTH 40°47'21" EAST, 200.84 FEET TO THE POINT OF Foundation Plan S1.0 3 materials shall be collected and properly disposed in trash or recycle bins. stockpiled at convenient locations to facilitate rapid construction of temporary BEGINNING. Main Roof Framing Plan S2.0 4 devices when rain is imminent. EXCEPT THAT PORTION THEREOF INCLUDED WITHIN THE RIGHT OF Upper Roof Framing Plan S3.0 8 Construction sites shall be maintained in such a condition that an anticipated storm WAY OF SKYLINE DRIVE. 5 does not carry wastes or pollutants off the site. Discharges of material other than 16 All removable erosion protective devices shall be in place at the end of each working Foundation Details SD1.0 stormwater only when necessary for performance and completion of construction day when the 5-Day Rain Probability Forecast exceeds 40%. PARCEL 2: Foundation Details - Part 2 SD1.1 practices and where they do not: cause or contribute to a violation of any water AN EASEMENT FOR ROAD PURPOSES AND UTILITY PURPOSES OVER A Main Roof Framing Details SD2.0 quality standard; cause or threaten to cause pollution, contamination, or nuisance; or 17 Sediments from areas disturbed by construction shall be retained on site using an STRIP OF LAND 20.00 FEET IN WIDTH LYING 20.00 FEET Main Roof Framing Deails - Part 2 SD2.1 contain a hazardous substance in a quantity reportable under Federal Regulations effective combination of erosion and sediment controls to the maximum extent NORTHEASTERLY (MEASURED RADIALLY), OF THE FOLLOWING Printed 8/9/2021 8:52:43 AM DESCRIBED LINE: Upper Roof Framing Details SD3.0 40 CFR Parts 117 and 302. practicable, and stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities or adjacent properties via runoff, BEGINNING AT THE NORTHEASTERLY TERMINUS OF THE CENTER LINE PROJECT SITE SW 9 Potential pollutants include but are not limited to: solid or liquid chemical spills; vehicle tracking, or wind. OF THAT CERTAIN 40.00 FOOT WIDE STRIP OF LAND DESCRIBED IN THE Site Wall Structural Notes SWN1 DEAD OF THE COUNTY OF ORANGE, RECORDED DECEMBER 8, 1959 IN Title Sheet wastes from paints, stains, sealants, glues, limes, pesticides, herbicides, wood BOOK 5005, PAGE 300, OFFICIAL RECORDS, SAID POINT BEING ON THE Site Wall Foundation Plan SW1 preservatives and solvents; asbestos fibers, paint flakes or stucco fragments; fuels, 18 Appropriate BMPs for construction-related materials, wastes, spills or residues shall ARC OF A CURVE, CONCAVE NORTHEASTERLY, AND HAVING A RADIUS Site Wall Typical Details SW2 oils, lubricants, and hydraulic, radiator or battery fluids; fertilizers, vehicle/equipment be implemented and retained on site to minimize transport from the site to streets, OF 1260.00 FEET (A RADIAL THROUGH SAID POINT BEARS SOUTH 37° wash water and concrete wash water; concrete, detergent or floatable wastes; 03'30" WEST); THENCE NORTHWESTERLY, 80.22 FEET ALONG SAID Site Wall Details SW3 drainage facilities, or adjoining property by wind or runoff. CURVE THROUGH A CENTRAL ANGLE OF 3°38'51" TO A POINT THROUGH wastes from any engine/equipment steam cleaning or chemical degreasing and WHICH A RADIAL BEARS, SOUTH 40°47'21" WEST, SAID POINT BEING THE Shoring Details SW4 super chlorinated potable water line flushing. During construction, permittee shall MOST SOUTHERLY CORNER OF THE HEREIN ABOVE DESCRIBED Shoring Sections SW5 dispose of such materials in a specified and controlled temporary area on-site, PARCEL I. A0.1

Santa Ana, CA 92705 CA Ana, Santa

1901 Park Skyline Road, Skyline Park 1901

New Single Family Residence (#001-2019) Residence Family Single New

A I

CT N

E R

ER 2 8/9/2021 8:52:44 AM

T O

I T 0

A F

H S 2

L C /

1 R A

3 C

A S

R 1

F D

C-30374

E 0

E O

D .

N N

A E N

949 497 1827 497 949 . E E

E R T

I A

L ST

12/10/2020 County PC rev County 1 12/10/2020 PC rev County 2 07/15/2021 10/30/2020 -10/30/2020 County Orange 07-15-2021 - Orange County LAGUNA BEACH, CA 92651 A1.0 384 FOREST384 12 AVENUE, SUITE Residence Wong A B C D E 1 2 3 4 5 ANDERSLASATERARCHITECTS.COM These drawings and specifications, and the designs and ideas contained herein are the ofproperty ALA and shall not be duplicated, altered other or anyone utilized by way in any than the "OWNER" whose name appears in the contracted. is ALA whom with and block title use to OWNER the for license a is contract Said for solely Service of Instruments these the in defined scope Project the completing contract between ALA and the OWNER. ALA reserves all rights including the copyright. unauthorized Any duplication or alteration of these drawings and specifications is a violation of said copyright and is subject to full civil liabilities and penalties. In the case of such unauthorized use ALA shall be held harmless and absolved of drawings these of use the to related liability all and specifications. Written dimensions shall take preference over scaled dimensions and shall be verified in the field. discrepancy Any or error shall be brought to the attention of the Architect prior to the work. any of commencement Revisions Issued Printed Existing Site Plan rk Skyline the adjacent s the property constrction by ends beyond the tes to the property Keynotes

line. General Contractor to verify location asof wall it rela line and, if possible, remove that portion of the wall that ext property line. Contractor to obtain a permissionwrittern from that is before doing any work not in the 1901 Pa property owner Road property. General Contractor

TR D

34519 to remain Existing driveway 20 Existing storage to remain Existing stair to remodel Existing retaining to walls remain Portion that is of existing wall to remain unchanged may cros 21 Existing on neightbor wall property to be protected in while

T, E

A E

E G

W ' 6

W E

R N

W 5 0 I

" 2 V 1

T "

5 A 5

A R 1 P

I 3 C

O O

' A

6 2 C F

I C 8 N

7 1

A 2

4 .

° P

FF 0 0

E 2 E

5 0

O 5 V

1 0

0 4

5 2

H .

T 3

N H

3 N

T O I 3

A :

C F

E X

G E

, P

R S E

A P

C 22

348.56' P

R 9.

U '

5 4

C 0

A C

AD 3

A 00 ' A

B . W

A 0

5 TH E

5 6

FE .

7 1 N RO '

3 I 7

° north

5 project

1 28 N

L L

L C K

T ' 4 7.

A 4 6

& 6 . 6 4

W 9 . S

L 9 3 P C

0 3

e E '

5 n A

F i 5

T L 5

O E t 3

r 2

S 6 e

S p

5 o

P L r T

. " % P

G '

O 8 4 N

/ 4

T N 4

4 1 W .

E north 6 "

magnetic magnetic 3 5 . 6

M N 6

9 E

O 0 3

' S

e 7 '

n 60'

i 0 l E

24. 4 y

rt 5 1 D G

e '

p N A N

E I

o 2 0 4

r I O V 3

L 2

p e

P L

R A

r t

e 8. E p a TY

o P r P

e R 4

E 3

P C m O

ro R A f P ll

0' a

6 w

0 4 g . 3 in 0 in ta 0 e

Side Yard Setback Calculation Average Site Width : 121.83' 10% of side width: 121.83' 10%x = 12.183' Side yard setback : 12' - 2.196" at each side 1

R '

4 8 03 / ck 1 a 7.

6 1 b '- t . 4 e C 6 s 3 2 5 A d

r 1 a 346.80' y r a

' e

k r

0 c

5 4 3

0 4 " 19 19 . b

t 0

0 4 '-

se 0 3 e

1 d n r 2 i

e a l

i r y

L a t

e r

r k

t f c e 0

r o

1 4 p

e a

e 3

8 6

W D n

G i p b o .

L t r 9

o E r T N e p 6

L 5

P G 346.85' (E) TW s r G L

3 G 8

9 a G N A d 34 r

N e

r A

W .9 a

.0 W S

40 T 3 6 y T 5 L 6 m

r K 4 o 9 a r C 3 f P 5 I 34 e 5 r l R O l " L .8 " D a 1 .4 0

B 6 - w E 5 ' 4 T

5 g

N Y H 4

2 E

I 3 L n

3 L i

L R G A

I W n S

O . i Y T

H E

346.85' (E) TW

T E R a

K t

S S G

' I

1802 Skyline Dr. Two Story Single Family Residence S e H

6 U "

R 2

O 4

. .

X "

02 W E

H X k

c 4

T k

b /

8 E t e

1 3 a

E r

k W a y

t P

e 5

N c a

e P

s I T -

a N f ' M

L 4 e

rd b 3

n 7 M

t i L a U 19

y e 5 2

E Y 8 T

e s d

i " T T

d .9 S S

R r S " "

4 6 4 a

346.85' (E) TW

/ E 5 "

y 6

1 4

5 P 4 6

-2 e ' '

O 3

2 id 3

1 2 R s

f 4

P 4

W 3

5 o G 20

3 W G T 4 e N 3 T N ° n i

4 L 3 3 1

5 5 3 7 3 .8 .3 .9 W .7 G 6 W N 3 6 T G 4 4 N T 4 4 N 4 3

3 3 0

3 6

0 .8 S 4 3 .9 .5 6 .8 3

4 3 G

4 4

2 4 3 4 E 3 3

Line of side yard setback side yard of Line 3 N 346.85' (E) TW 3 C 346.85' (E) TW

D I N

344.57' (E) TW

346.85' (E) TW E 7 3 3 E G R 1/8" = 1'-0"

G Site Plan Existing setback yard Side 1/4" 12'-2

A A

35 K T 3 ' N P I

I 8 L

" 6 1

1 0 9 4 6 3

5 . N

T 8 I

N E

4 I

3 A L 3 F

Y 6 3

T L

3 R

3 C O P 1

R P .

3 E S 3 I

' 3 S

7 .

5 1 3 3

h BA t

G 6 p

N e

o 3 0

3 L 3 3

g 3 v 3

LL 32 2 3 3 3 A

2 H

d i

o G L

. I g v A H

" ' 328 0 k

5 c 3

9 . b 0 3 t 3 . X

e E s 6

0 r

1 y 327

PROPERTY LINE

s 3

f t

o L

g v e A

0 3 3

6 2

N 3 8 2 E 3

Prepare existingPrepare site as required for new house design. Civil,report, Structural Soil See landscape for plans and information. additional

2 0 N 3

I 5

C 3 T

a 5

2 d

3 " 4

/ 1 2 - ' 2 1

6 Property 164.67' Line 32 5 32

5 3 2

9 3 W A

6 O

L 6 3 1

E 4 7

. e .

H 6

n B

i 0 7

L 1 I

r y N

t h 1 t L

o O p e

e "

TI F o D 8 W

L t

S I

P o

4 R L

E .

2 5 . Line of side yard setback side yard of Line 3 C

g X 9

v S

E C 1911 Park Skyline Rd. Single Family Residence

0 A

E ,

0 R

N 2

L A

A T

E G P Y

5 E

T N

1891 Skyline Dr. One Story Single Family Residence

E A

W E

P E

E R

R A

P 3 2 12'-2 1/4" Side yard setback yard Side 1/4" 12'-2 3

320

k .

b t

d r a

t n o r

f o

e n i

L 6 2

2 2

3 W

T 3

E " 324 9 3 '3 32

6 tb

4 s 322

5 0

1 32 d 3

N 7 r E 1

3 a

0 " 2 3

t y 1 3 8

313.82' n

2 '

F 6

E 0"

- 17

2 ' 3

G 0 8 7 1 3 O . 3

L ° 3

1 0

30'-0" Front yard setback

315 4

' 3 3 . 4 1 N 313.07'

315 7

313 0

" .

5 ' 5 4

° 3

4 3

S G

e n i

L 3 2 N y t r e 1 p o r 3 P 312

' =

0 L 0 .

1 1

7 1 1

= 3 R ° 5

∆

' 7 3 . 4 1 1

e E n N i I L L

y t r Y e T p R o E r P P O R P

T 6

& 9

5 D W

Y M M

W 5

C 3

E L

T '

0 E T T 4 U G

B R F U T C

0 2

0 /2

2 . 2 F

. T 0

6 2 L 1 7

C 5

L . C

1 1

5 1 ' 8 T

0 F T

9 1 4

1 4

' .

. 3 C 2 3 1 . B 4 3 3 6

1 3 6 1 0

6 S

1 . 0 4 .

R .

4 3 1 3 0

0 6

1 1

. 1

. E 9

" 3

4 3 &T

' N 2

5 0

4 3 0 3

1 °

3 5 L 4 S 1

4 1

310.28 FL

310.79 TC

0 L

C L E

. 1

E 1

. S

M 5 1

1 S =

2 L L

1 A

3 E

0 C

.0 0

6 2 1

= R D

A S "

O 0 1 ' 4 1 ° 5

R =

∆ R

A E C N I L

' S

P C

4 A RK A 1 P

2 Datum 312.00'

Santa Ana, CA 92705 CA Ana, Santa

1901 Park Skyline Road, Skyline Park 1901

New Single Family Residence (#001-2019) Residence Family Single New

A I

CT N

E R

ER 2 8/9/2021 8:52:49 AM

T O

I T 0

A F

H S 2

L C /

1 R A

3 C

A S

R 1

F D

C-30374

E 0

E O

D .

N N

A E N

949 497 1827 497 949 . E E

E R T

I A

L ST

12/10/2020 County PC rev County 1 12/10/2020 PC rev County 2 07/15/2021 A1.1 10/30/2020 - Orange County 07-15-2021 - Orange County LAGUNA BEACH, CA 92651 384 FOREST384 12 AVENUE, SUITE Residence Wong A B C D E 1 2 3 4 5 ANDERSLASATERARCHITECTS.COM These drawings and specifications, and the designs and ideas contained herein are the ofproperty ALA and shall not be duplicated, altered other or anyone utilized by way in any than the "OWNER" whose name appears in the contracted. is ALA whom with and block title use to OWNER the for license a is contract Said for solely Service of Instruments these the in defined scope Project the completing contract between ALA and the OWNER. ALA reserves all rights including the copyright. unauthorized Any duplication or alteration of these drawings and specifications is a violation of said copyright and is subject to full civil liabilities and penalties. In the case of such unauthorized use ALA shall be held harmless and absolved of drawings these of use the to related liability all and specifications. Written dimensions shall take preference over scaled dimensions and shall be verified in the field. discrepancy Any or error shall be brought to the attention of the Architect prior to the work. any of commencement Revisions Issued Printed New Site Plan E ,

the the the the nt shall be be shall nt 9 thermal uctures or tectural site : tique Slate" uard d prior to etal o/ 2 lath . C 4.503.1] fireplace construction pared by civil roof above the Any installed occurs. Install ze. Provide y combustible y and installation. and installation. he sloped roof ion walls. The ation SolarCity. o the nearesto the on. eet, gutter or gutter eet, on waste on ronze. mple for owner See licable. prohibited. No ctural site plan are and elevation iled recess into the cations and color See structural shade (typ.) UL l engineering plans l engineering nt yard setback constrction by recommendations e ture. All flatwork to flatwork All ture. levations, see site iguration, slope, iguration, ed mail 10 days prior late height. Notify Notify height. late developed wildland. @ 4" O.C. max. GAF Timberline Cool Series"An grading and drainage, see civi drainage, and grading re-resistivevegetationun or nformation related to roof conf to roof nformation related Area of flat roof Area of flat Area of new roof Panel Solar Keynotes Civilscapes Inc. Engineering, Camino28052 213 Capistrano, Suite Niguel, CA92677 Laguna 9494648115 [email protected] M.D. WilkesDesign Counsulting and St. Thalia 690 Laguna beach, CA 92651 [email protected] 1050 637 949 Inc. G & G Engineering, Andrew Grechuta N. Manassero1251 St., Ste. 402 Anaheim, CA 92807 7220 970 714 [email protected] a) All exterior flame producing devices, structures or equipme b) Such devices,used for be structures not shall equipment or c)Such devices, per located structures be shall equipment or d) Properties shall not be permitted to haved) Properties be shall not such devices, str with 0.26 solar reflectance and 0.91 thermal emittance on all t area. Provide min. R-30 + R-5 insulation @ all roofs except the garage. See Title 24 report T24-1 to T24-2 for more information General Contractor roof fascia. solar reflectance 0.66 and 0.8 Gray) TPO with (Energy ExtremeÂ® emittance the structural Ductings be framing below where will roofing per manufacturer requirements and specifications. erection. See structural for more drawings structuralinformati drawings for more information. reports and specification on sheet A6.12 for more information. gas fireplace shall be a direct vent-sealed combustion type.[CG 1.5" dia. top rail 3/8" dia. with solid stock parallel railings Contractor to provide shop drawings to architect prior to order Contractor to provide shop drawings to architect prior to order Listing E82681. See Title 24 report for additional information. manufacturer specification A6.13 for more information layers Grade "D" building paper. Verify stucco control joint lo and architect.with owner Contractor to color provide 1'x1' sa and architect for approval prior to order and install. solid waste,solid constructi petroleum byproducts, soil particulate, materials, or wastewater generated on construction sites or by activities str conveyed the placed, be into or discharged shall storm drain system. architect of any discrepencies. New roof to match existing. haveslope. min 1/2% grade shall fall a minimum of 6" within the first 10' where app first where 10' minimum the a within fall 6" shall of grade location existing utility etc. material, to starting or excavation shoring to the work. and specifications.and and sewer realignment plans prepared by: prepared sewer plans and realignment survey by: plans prepared For deta only. reference general for are site plan general for drainage information refer to the grading and drainage plan pre supersedes plan the archi drainage and grading The engineering. plan. 6. 6. p and slope, roof verify Contractor to height, existing roof 7. 7. from structure 5' struc away of within 2% flatwork all Slope 8. 8. surface fromaway foundat water drain to graded be shall Lot 9. New communication utilities and t lines grounded under to be 10. 10. specific for Plan Roof i See 11. certifi owners by property adjacent notify Contractor shall 12. 12. manufacturer per where occur, installed be Skylights, shall 17. Outdoor barbeques and grills to comply with the following: complythe to grills with and barbeques Outdoor 17. only. gas burning trash or combustiblerubbish, materials. of disposal manufactures from separation recommendations to the an relating structure. all non-fi 10' of within equipment 1. information on For additional 2. See all landscape & hardscape improvement plans prepared by 3. existing information on sitee conditions and For additional 4. The ground plane elevations, where indicated on this archite 5. system storm any drainage to is pollutants discharge of The Zone: "Small Estates"125-E4-20000 Lot Area: SF 20,095 APN: 502-071-12 Description: Legal PARCEL 1: ORANGE, OF COUNTY 61, NO. TRACT OF C LOT OF PORTION THAT AS PERSTATE MAP OFCALIFORNIA, RECORDED BOOK PAGE IN 10, 5 OF RECORDER COUNTY THE OF OFFICE THE IN MAPS, MISCELLANEOUS DESCRIBED COUNTY, AS FOLLOWS:SAID ON LOT AT A POINT C,BEGINNING THENORTHEASTERLY OF SAID LINE SOUTHEASTERLY THE FROM FEET 128.05 WEST, 32°12'30" NORTH TERMINUSOF THAT COURSE CERTAIN NORTHEASTERLY ON SAID LINE SHOWN AS "COURSEWEST NORTH MEAS." 51, 32°12'30" ON 152.65 A OF RECORD 50, PAGE 23 BOOK IN RECORDED SURVEY; OF MAP ORANGE SAID OF RECORDER COUNTY THE OF OFFICE THE IN SURVEY, COUNTY; THENCE ALONG NORTH NORTHEASTERLY SAID LINE, 32°12'30" WEST, FEET, ANDNORTHWEST,24.60 FEET;THENCE, 15°16'15" 37.40 WEST,SOUTH FEET;74°43'45" THENCE, SOUTH WEST 115.00 46°01'30" FEET; THENCE,127.36 SOUTH FEET TO EAST, THE 15.46 43°58'30" NORTHEASTERLY CONCAVE CURVE, TANGENT A OF BEGINNING 115.14 SOUTHEASTERLY, THENCE FEET; 1260.00 OF RADIUS A HAVING FEET ALONGCURVE SAID THROUGH ACENTRAL TO ANGLE OF,5°14'09" TO WEST; BEARS, WHICHA POINT SOUTH LINE 40°47'21" A RADIAL FEET TOTHENCE OF THEPOINT EAST,NORTH 200.84 40°47'21" BEGINNING. OF RIGHT THE WITHIN INCLUDED THEREOF PORTION THAT EXCEPT DRIVE. WAY OFSKYLINE PARCEL 2: AN EASEMENT FORROADPURPOSES PURPOSES OVER A AND UTILITY FEET WIDTH 20.00 FEET OF IN LAND STRIP 20.00 LYING FOLLOWING THE OF RADIALLY), (MEASURED NORTHEASTERLY DESCRIBEDLINE: NORTHEASTERLYAT THE BEGINNING TERMINUS OF THE CENTERLINE THE IN DESCRIBED LAND OF STRIP WIDE FOOT 40.00 CERTAIN THAT OF DEAD OFTHE COUNTY OF ORANGE,RECORDED DECEMBER IN 1959 8, RECORDS, ONBEING POINT THEBOOKSAID PAGE OFFICIAL 300, 5005, ARCOF A CURVE,CONCAVE NORTHEASTERLY,AND A RADIUS HAVING 37° SOUTH BEARS POINT SAID THROUGH RADIAL (A FEET 1260.00 OF WEST); 03'30" THENCENORTHWESTERLY, FEETALONG 80.22 SAID THROUGH POINT A TO 3°38'51" OF ANGLE CENTRAL A THROUGH CURVE WHICH WEST, BEARS,SOUTH A RADIAL TH BEING POINT 40°47'21" SAID MOST SOUTHERLY CORNEROF THEABOVE HEREIN DESCRIBED PARCEL I. Legend: PLANNING INFORMATION Site Plan Notes 34619 to remain Existing driveway 21 Existing storage to remain pole Existing power Existing retaining to walls remain Existing on neightbor wall property to be protected in while 6166 per specs overflow Roof drain with Roof gutter painteddark bronze to match roof fascia. Gutter 58 Composition shingles roof from 676970 Potential solar panels. Provide SC325 or sim. solar panels by (N) fire retardent 2x treated trellis wood painted dark bronz Roofing at flat areas to be TPO roofing system from GAF EverG 85 (N) metal frame painted dark bronze. Shop metalized and prime 9293101 (N) retaining not wall to exceed 3'-6" above grade fro within New retaining& wall foundation design per structural plans. 7/8" Dark smooth Stucco troweled fiber mesh w/ m o/ expanded 305400 V-Ditch, see civil engineering plan for more information. Landscape planters - see landscape plan for addtional inform 155169170 Steel guardrail @ 42" above F.S., metalized & painted dark b 304 Gate for pedestrian entry not to exceed 3'6" above grade Gate for vehicles entry not to exceed 3'6" above grade Ortal 170 gasonly fireplace. ANSI Z21.88/CSA 2.33-2018 See 152 Steel handrail @ 36" above FF, metalized & painted dark bron 109143 Retaining also wall act as a fence (N) skylight non-reflective Velux glass w/ and automatic sun B

0 E

T U

8 R

E .

W B 2 V E

8 T 1

P P

H F N

I 5

F H

H 2

O A

A H

T C

" O

V °

N P I

3 3

1 C

A T

A G

L N

3 A

' A

R 6 C R

2 I

I 8 O R

C N

3 O

)

E 2

D A

0 . 7

° N

5 P

0 S Y N

O TE E R

T 2

F F E

S N °

5 O

H T

D 5 V

. TI

O 0

O I

R C

0 4

, R

4 T T

A A

P O

W 2

O 4

Y .

4 A

S T

M D

F F

H S

T 3

T P

U N

I A

TH 5

3 N G

R N

T N

T T

O O

G T

' R

E 3

T T

O A

T U A

C U C F F

T T

2 A

N F

0 A

F F

O U

O O

A N

; O O

G E

L R

0 ,

N N

O G

R S

O .

Y S R

E P

S 5

E R

N 2

C 22 E

(

F U

A S FI

T ,

I E

C I

U E

348.56' L

N F

T S

L 9. N P

U '

N N

P E

T N C

;

A 4

R A

N E

E G C

T G

E N

A C W T

I 3

E T

S O

C C

F F S

0 N

E ' A

C 00 E

O E

E R T G

E W M

B X

TH FE

A 0

5 O

TH E

S B

F F "

(

E S

E F F

B 4

FE TA

5 6 TH WE

FE .

O TH 0

7 1 N RO '

3 I 7

° north

5 project

6 Y

1 28 N L L

L C K T 4 7. A & 6 6 4 . S W L 9 P C 0 3 5 E ' F 5 A T 8 5 O E 3 S 6 2

S 5

P L T

. %

G '

O 8 N

T N 4

4 W .

E north

6 "

magnetic magnetic 3 . 6

M N 6

9 E

O 0 3

' S

e 7 '

n 60'

i 0

l E °

24. 4 y

t 5 F.S.

r F.S. 1 D G

e '

p N A N

E I

o 0

I r '

O 24 V

p L 2 6

. R P A

r 9 350.64'

348.24' 8.

3 E

a TY P

e R 4 n

r i

t C r

m O

o R

r p A o P

f r ll P

0' a

6 w

F.S.

0 4 g . 3 in 0 in 0 ta F.S. 346.50' e

Side Yard Setback Calculation Average Site Width : 121.83' 10% of side width: 121.83' 10%x = 12.183' Side yard setback : 12' - 2.196" at each side 1

R '

4 8 03

/ 347.83' ck 1 a 7.

6 1 b UP '- t . 4 e C 6 s 3 2 5 A

346.80'

r 1

a ' 2

y 1

r n i

a t

e p o

345.98' Grade345.98' r r P

4 " b

t 0

4 '- se

r 2 a

r k

f c 0

1 4

e a

3 8 6

W n D n 3

G i i b . 19 l

L t 9

T E N 6 e y

5 L B

t G

s G L r 4

3 G 8

9 e G N

A d 3 r

N p

W .9 a

.0 W o S

40 T 3 r 6 y T 5 L 6 p

r K 4 r 9 a C 3 P (N) landscape. See landscape infromation. additional forplans See LND20-0079 in PKG20-0943.

5 a I 34 e P 5 r R O e " U r L .8 " D 1 .4 0

B 6 ' - m E 0 5 ' (E) TW (E) TW

4 5 o T

0 4 r

N Y H . f

2 E

I 3 L

0 3 R A

L G B

I 0 W " S

O 1 .

Y T

Grade344.40' Grade344.31'

H E 4

T E e R / F.S. K

n H 346.85' 346.85' 3

345.33' Grade345.33' Grade345.47' 344.98' Grade S S G ' I

1802 Skyline Dr. Two Story Single Family Residence i S Grade344.98'

L H

U " 5

2 -

O y 4 '

O t

. r .

X 7

02 W e E

H X k

c 2

p a

T 341.00' b

8 t

k E

o e

s c

1 r d

a E

k W (E) TW a y

b P P G

r t

N c a

e P

I T r

s a N M o

L 4 e

b 3

n M i

rd t

L U

a e 5

y U E

Y s 8 T

e '

Grade343.71' Grade343.78'

T 344.98' Grade344.98' Grade344.98' 346.85'

d " T

i d .9 3 S

S R r S 7 " B

" 4 6 a .

" 4 E 5

/ y 6 4 6 1

5 P 4 6

e 7

' B

3 -2

' O d 3 1

2 i

1 2 R s h

f 4

P 4

W 3

5 o p G F.S.

TW (N) 3 W G B F.S. e T 4 (N) TW (N) F.S. 3

e TW (N) N T (E) TW (N) TW (N) TW (N) N D F.S.

° TW (N) n B i F.S. 93 t

4 L 305 101 3 o 3 1

5 35 L 3 .8 7 Grade335.98' 337.08' Grade337.08' 335.98' . .9

338.20' .3

335.98' W 339.86' 337.89' Grade337.89' .7 G

335.98' g 6 336.25' 3 6 W 346.85' 340.80' 343.35' T G 338.42' Grade338.42'

N 336.09' (E) TW (N) TW (N) 343.35' Grade341.21' v 4 TW (N) 335.98' 4 N T

F.S. 4 4 (N) TW (N) F.S. A N 4 93 3 F.S. (N) TW (N) (E) TW 3 3 0 3 6

2 .8 Wall slope 13% slope Wall .9 .5 346.85' 343.35' 343.35' 344.39' Grade344.39' Grade344.21' Grade330.50' 6 Grade343.14' .8 3 UP 338.00' 335.50'

336.00' 4 331.48' Grade331.48' Grade337.63' 4

3 324.83' 343.35' 342.98' Grade342.98' 4 346.85' (N) TW (N) (N) TW (N)

(N) TW (N) 4 Trellis 3 4 E 3 Line of side yard setback side yard of Line 3 3 C 93 93 93 DN D 305 305 304 305 152 N E B E 335.50' 332.00' 335.50' 331.23' Grade331.23' 335.00' G 332.00' (N) TW F 1/8" = 1'-0"

New Site Plan

G B

A setback yard Side 1/4" 12'-2

35 K

T Planter 3 Planter

TW ' Railing Railing Fireplace N

P I 8 I line property From 1/4" 12'-6

1/8" / 12" L (N) TW (N) F.S. " 6 1 B

1 93 9 6

305 155 400

. 327.31' Guardrail 5 329.02' N

332.00' 330.90' Grade330.90' 340.00' I F.S.

334.25' TW

T 8 F.S.

N E 4

I A

L 331.61'

329.98' Grade329.98'

S 331.66' 2

S 325.00' e

p 12" / 1/8"

lo H Y

s 12" / 1/8"

T L ll

R Wa E

3 C

P Parapet

339.44'

O F.S. 325.03' (N) TW (N)

R 340.50' 324.76' 93 P .

F.S. X DN E

337.00'

325.00'

330.40' Grade330.40' Grade324.40'

331.35'

e n

1'-8" From Property line Property From 1'-8"

e Trellis p o Parapet r

% m

o r

F 2

" 330.75' 5

- ' 5

Slope 1% p o l S

1 1/8" / 12" 335.00' 337.00' Outdoor Outdoor Living Room

G 6

N 6'-2" 6'-2" 1

3 Planter B

3 Planter

" 1/8" / 12" 2 1 / " Grade338.19' 4 28% slope Wall / LL 1

TW Guardrail

(N) TW (N) 12" / 1/8" W F.S. 12" / 1/8"

. Guardrail Parapet Guardrail

T 69 85

E 338.00' 339.44' 328.76'

328.21' Grade328.21' R 325.00'

(N) TW (N) 338.98' 337.00' 339.44' H Parapet

Tree Planter Tree G

(N) TW (N) I 1/8" / 12" F.S.

1/4" / 12"

2 340.00'

t Slope 1%

67 d

" t

o ' L

337.00' . g 28 v 3 A 0

k 336.48' 324.62' 334.02' Grade334.02'

5 c 3

Planter a

93 B 9 Planter . b

t . X

e Additional Parking Space E s 6

Roof Parapet

d 2" AA 0 r 1 / 1/4" / 12" a 1 " AC AC (N) TW (N) 143 (N) TW (N) y /4 TW (N) 1 1/4" / 12" e " 335.00' 337.00' F.S. (N) TW (N) TW

d 2 Covered Outdoor Dining

i 1 PROPERTY LINE s / TW (N) TW f 340.00'

" 340.00' 340.00' 143 o 4

325.14' Grade325.14'

(N) TW (N) (N) TW (N) BB 325.00' e 1 F.S.

326.25' '

3 337.00'

n 1

i t

d Backup Area i Backup Area

143

t 338.00'

o 338.00' L

L . g v

e 1/4" / 12" / 1/4"

n i

p 332.55' 332.55'

m 324.47' 1/4" / 12" / 1/4" o r 1/4" / 12" / 1/4" F " Parapet 5 Parapet - ' Roof 5 Parapet Roof 61 331.73' Grade331.73' Backup Area

E 1/4" / 12" 337.00'

C 337.00' 336.00' 337.00' 336.00' Wall slope 20% slope Wall

" F 2

K ' Roof

1/4" / 1 / 1/4" 3 F.S. N line Property From 7" (N) TW (N)

I 7

. Gutter

Eave L EE

6 B

5 " 7

2 1 0 335.19' 3 N F.S.

I h 5 324.33' B t 330.30' .

A p 28'-0" Clr. from garage door

339.76' 143 339.93' 6

1/4" / 1 / 1/4" e

D W

n i l

o C

r t

T F.S.

p 324.50' m

" B /4 o 1 6 TW (N) - ' 2 1 Slope 2%

. L

FF .

c E

a v

d r

i 324.15' S Grade324.37'

A " 4 / 27'-7" Driveway 27'-7" 1

2 - ' 2

1 329.00' 2" / 12" 143 1/4" / 12" / 1/4" Roof 67 93 Roof

343.56' Skylight 343.56' Skylight Driveway 1/2" 24'-5 343.56' Skylight

343.39'

143 B 12" / 1/4"

343.39'

3'-9 3/4" From Property line Property From 3/4" 3'-9

3 F.S. GG 2 ' 3

5 KK KK KK 61 9

0 324.15'

H 1

e 143 5

I Slope 9%

n TW (N) (N) TW (N) 1 TW (N) (N) TW (N) i L

y Breakfast Lounge

A t "

e 8 W

" HH 325.68' 327.00' 327.00' p " 324.38' Grade324.38' 327.00'

2 2 o 2 .

1 143 r

1 66

/ T

/ P

" X

Parapet

Parapet 4

/ 4

/ 2" / 12" R

1 E 1911 Park Skyline Rd. Single Family Residence JJ 1 Eave 58 (N) TW (N) 343.56' Skylight (N) landscape. See landscape for plans additional infromation. See in LND20-0079 PKG20-0943 (N) TW (N) F.S. 343.56' Skylight 343.56' Skylight B 338.50' 337.00' 337.00' 321.98' Grade321.98' 341.03' 321.98' Grade321.98' 28' minimum unobstructed maneuvering area clearance setback side yard of Line

0 329.00' 323.21' 322.31'

. (N) TW (N) (N) TW (N) Planter 1891 Skyline Dr. One Story Single Family Residence BBQ Parapet way 18'-11" Drive 6

318.48' 318.48' Grade "

2 317.46' 317.46' Grade 314.17' Grade

W 4 /

3 % T 313.37' F.S. 2 3

316.86' (N) TW 316.86' 318.37'

337.00' e 8

N p '

3 D 2 o 1

3 l

B 4 S (N) TW (N) setback yard Side 1/4" 12'-2 (N) TW (N) (N) TW (N) 92 (N) TW (N)

320 %

n i

p 21 o

r 320.76'

p e 9

m o

r F " 329.00' 4

/ 319.96' F.S. 1 B 324.71'

2 320.89' F.S. p

316.65'

" Grade316.19' o

k l

b N t

0 d r a y

t n o B

r f

f 6 - o

e n i ' L S 2 D B

F.S. TW (N)

a 3

E w

(N) TW (N)

92 170 e

" N

v i D 312.87' 316.44'

312.98' Grade312.98' r 92 9

" y

4 D /

1 a " TW

6 TW 314.35' w - 316.85' '3

7' 8

e ' 5'-6" v

0 7 i 14% r pe

Slo 1

1 y

" a D

4 322.08' Grade

322.58' 322.56' / w Grade319.75' k

e "

3 TW (N) ° c TW (N) v

ri 8

5 -

d a '

- ' f

6 o (N) driveway. See civil plans for additional infromation 4 7

% B tb 1 L 3 C 1 e 4 TW (N) e Property 164.67' Line

p s

319.07' Grade319.07' (N) See landscape. landscape plans for additional infromation. See PKG20-0943 321.98' Grade 320.01'

lo 319.07' Grade 323.47'

N d S E line property From 3/4" 10'-7 F.S.

r (N) TW (N) (N) TW (N)

F.S. a " (N) TW (N) y 313.65' Grade313.65' 314.19' Grade 315.50'

t y

wa 8 313.82'

n F.S. F.S. F.S.

" Slope 2%

o 2 312.94'

Landing

(N) TW (N) r e

" -0

' % 316.16' 316.16' 316.25' 315.92' Grade315.92' 316.16' 2 " n / 9 5 i 4 F 1 / of drive l

6 8 1 e E y

- p DN 0" 17 2

' 3 t

CL P

1 311.61' - 312.43' 311.98'

314.38' Grade314.38' y ' 5

5 '- lo r G B

8 a B 7 1 315.50' 0 3 1 O 0 e

. S

2 w 30'-0" Front yard setback N

L p

e °

3 (N) TW (N)

v o i S

1 r r

0 D p

0 4 -

' 5 -0 31 m '

8 TW (N)

9 o 318.83 Grade 318.83 321.83' FS (N) TW (N) 322.56' 1 TW (N)

r N

F 313.07'

5 4 1 /

B 3 313.97' Grade313.97' 313.65' Grade313.65'

315.50'

313 0

3 317.43'

E Grade313.65' Grade313.04' Grade313.65'

" 315.50' . (N) TW (N) 315.87' Grade315.87'

4 5

° '

3 3 .

4 0 1

S e Planter

n i

t r - e p

o r '

P G 1 313.65' Grade313.65'

Y W

D 9

3 2 N 1

3 312 1

315.50'

' =

0 L 0 . 0 " 4 1

1 2 '

1 1

7 1

= 3

5 =

∆

E N I L

' Y 7 T 3 R . 4 E 1 P 1 O

e R n i P L

y t r e p o r P

T i

6 l

& 9

5 D W

Y M M

W W

p T F.S. TW (N) (N) TW (N)

o C

E L r S

T '

L B

C p

0 E T T U G

B R F U T C 92 92 m

0 2 169 109

311.61' o L 315.50'

315.50' C

0 r

2 . 2 F

. T

F 6 2 L 1 7

" C

L . C

1 1 F

4'-10" landing 5 ' 8 T

0 F

/4 T

9 311.56' Grade311.56' 1 4

1 4

' .

3 . 3 C 2 3 1 . 4 3 3 6

1 3 6

1 92 1 0

6 109

1 1

1 . 0 4 .

- .

' .

4 3 1 3 0

(N) TW (N)

T 6

1 1

1 '

1 . 1

. E 9

" 3

4 3 &

' N 312.89' Grade312.89' 2

5 0

4 3 0 3

1 °

3 5 L 4 S 1

4 1

3 ME

315.50' 14'-5" From property line property From 14'-5"

310.28 FL

310.79 TC

312.31' Grade312.31' Grade313.50'

315.50'

0 L

C L E

. 1

E 1

. S

M 5 1 1 S =

2 L L

1 A

3 E

0 C

.0 0

6 2 1

= R D

A Biopetention Planter (6" ponding) see civil plans for additional information. Grading permit GRD20-0155.

S "

O 0 1 ' 4 1 ° 5

R =

∆ R

A E C N I L

' S

P C

4 A RK A 1 P

2 Datum 312.00' A3.5 A3.4 A3.5 A3.4 A3.3 A3.3 A3.3 A3.4 A3.1 G H C D 1 E A B F above thegrade above height 3.5' max. walls Retaining above thegrade above height 3.5' max. walls Retaining LND20-0079. # permit Landscape additional infromation. for plans landscape landscape.(N) See Planter

Planter

5 %

1 8 '-0 " 312.98' F.S.312.98' 10'-7 3/4" From Property line

for additional infromation. infromation. additional for plans See civil driveway. (N)

l o

p e

1 4 % 1

Planter "

Slope 2% Slope 3%

l o

p e

1 4 %

Line of front yard setback

S Line of front y

l ard setb o ack

2 % Property Line164.67' Property

18'-4 1/4"

1 329.00' (N)TW 329.00'

/ 325.00' F.S.325.00' 324.83' (N)TW 324.83' 2

2 % 12'-2 A6.5 1 A6.5 /4" side ya 15 rd se 4 tback

Line of sloped roof above

BBQ i

18'-11 1/2" n

12'-2 1/4" side yard setback e

1-A

Planter Planter o

322.42'

322.25 Grade 329.00' (N)TW 329.00' W1-1 s

A4.2 Planter

i d Planter

88 e

1-B

y a F.S. Fireplace

Coffee r

100

maker Ovens above Skylight e

t b

ieo oftaoeLine above of soffit Line above of soffit Planter

c k

L Line of wall below Line of wall below

i n

L e 1-1

n o Master Closet

A3.6 A3.6 e

f F.F. 325.00' +/-

500 100 2'-4" 101 304 323 s J J o

Skylight above

Door Egress

l o f 88

Safe p s

l 339 337 344 336 344 345 e

o 91 82

d p

1-19 Breakfast Lounge Breakfast e

r 2'-0"

325.00' o d

r f

a o

Line of yard side setback b f +/- 325.00' F.F. 325.00' +/-

a F.S. v b

Pantry e o

Skylight above Skylight above Skylight above v

e Slope 9% Slope +/- 325.00' F.F. 325.00' +/- 329.00' (N)TW 329.00' 324.10' 325.00' 324.10 Grade 1-C Kitchen +/- 325.00' F.F. 325.00' +/- Dining 1-J F.S. F.S. Skylight above

Master Bathroom Master 2 ' - 1-18

" L +/- 325.00' F.F. 325.00' +/-

3'-9 3/4" From Property line i Skylight above Skylight above Skylight above ne

3'-2 3/4" o f f

A6.5 s

A6.5 l

9 o

1-D 8 p

Master Bedroom Master ed

+/- 325.00' F.F. 325.00' +/-

r o

98 o

27'-9 1/2" a f L

n b 1-M ov e

o A3.6 e A3.6

K K

l o

p 1-D

e 326.50' Planter 326.50'

r o Skylight above o shelves Open

f 1-17

b Freezer Ref 91

e A6.2 2 +/- 325.00' F.F. 325.00' +/- Living Planter Bench Bench 1-D B Laundry/Craft Room Laundry/Craft Door Egress +/- 325.00' F.F. 325.00' +/- maneuvering area clearance area maneuvering unobstructed minimum 28' B 1-2 above Skylight +/- 325.00' F.F. 325.00' +/- Slope 2% Slope 100 Line of flat roof above Bench Entry TV 28'-0" Clr. from garage door garage from Clr. 28'-0" A3.2 1

Line of roof above Door Operable

7" From Property line 1-G A6.2 11

W1-6 Line of soffit above Line of soffit above 1-16 A4.2 Line of roof above Line of sloped roof above Line of sloped roof above Courtyard Bedroom Master Hallway A3.6 A3.6 +/- 325.00' F.F. 325.00' +/- L L Slope 2% Slope 2% Slope 2% Slope 2% Door Operable 220 196 1-0 1-G 101 A6.3 91 7 Slope 2%

35'-3" 1-12 Planter 5'-5" From 1/2" pro A3.2 Backup Area Backup Area Backup perty lin Skylight above e 2 Mechanical +/- 325.00' F.F. 325.00' +/- Powder 1-13 Backup Area Backup 1-5 1-G A6.4 1-H 4 Bench A6.2 Slope 2% Slope B Door Egress 1 Planter 1/8" / 12" / 1/8" 1/8" / 12" / 1/8" +/- 325.00' F.F. 325.00' +/- Mud Room Mud Dining Outdoor Covered 1-F 1-10 1-8 Skylight above Skylight +/- 325.00' F.F. 325.00' +/-

8'-8" 4'-0" Bath 3 339 337 336 196 196 337 336 339 +/- 325.00' F.F. 325.00' +/- 1-K

1'-1" Bath 2 A3.7 A3.7 M M 91 Additional Parking Space Parking Additional 1-11 66'-10 3/4" 66'-10 101 131 1-14 1-14 95 95 98 100 100 1'-8" From Property line Planter

Line of roof above above Skylight 1-15 1-15 A3.7 A3.7 N N B Bedroom 2 Bedroom Guest Bedroom Guest +/- 325.00' F.F. 325.00' +/- Bedroom 3 Bedroom +/- 325.00' F.F. 325.00' +/- +/- 325.00' F.F. 325.00' +/- Door Egress 1% Door Egress

Slo Tree Planter 1/2" pe 2 1-3 % 1-4 1-4 Slope 1% Slope 1 Door Egress 1/2" 1/2" Main Floor Plan 1/4" = 1'-0" = 1/4" B Garage Planter

Line of trellis above 336 341 337 339 196 81 Door Egress A3.7 A3.7 1-E 1-E 1-E 1-E P P 1-L Room Living Outdoor Additional Parking Space Parking Additional 1-7 B 329.08' Railing 5'-5 " From prope Planter Planter rty line Landscape Upper Path To 100 B

A6.4 UP

7 10'-8 1/2"

S 1'-10 1/2" lop e 2% 2'-8 1/4"

1% Planter Planter

A6.4 Line of trellis above Line of trellis above 10 325.04' 2'-9 3/4"

Fireplace 93

10'-10 1/4" 152 304 323 93 93 93 B A6.4 9 magnetic north A3.5 A3.4 A3.3 A3.4 A3.3 A3.5 A3.4 A3.3 A3.1 project project G C D H B E A F 2 north B B FLOOR PLAN NOTES FLOOR PLAN Wall Legend Floor Legend 7. See Soil Report Recommendations on A0.7 and A0.8 in this pla this in A0.8 and A0.7 on Recommendations Report Soil See 7. habi and garage between ceiling drywallat 5/8" min. Provide 6. 5. Provide screed 2" above FS. Follow angle of steps where occ steps of angle Follow FS. above 2" screed Provide 5. 4/A6.6. detail per walls all @ detail shadowbase Provide 4. 3. See detail 1/A6.6 for additional concrete slab waterproofing slab concrete additional for 1/A6.6 detail See 3. 2. See Door and Window schedules on A4.1, A4.2 and Title 24 ene 24 Title and A4.2 A4.1, on schedules Window and Door See 2. dimensions. wall layout for Plans Floor Dimension See 1. 0 36"Downdraft hoodHDD86051UCfr Barndoorwith room Mirrorforsafe Mirror 500 Pony wall 345 344 341 339 Shower barwith Shower Shower plumbin handheld/ headperowner see Curbless shower Linearshower Drain 339 337 336 323 Any installed gas fireplace shall be a direct vent-sealed co vent-sealed be adirect shall fireplace gas installed Any See Z21.88/CSA 2.33-2018 ANSI only fireplace. 170gas Ortal 323 willwithin package path go -duct theroof FAU more plan for lighting See mirror. lighted powerfor Provide 304 220 bron dark &painted metalized FF, above 36" @ handrail Steel 196 fire 20 minute min or core solid 1 3/8" be shall door Garage 152 131 wall Interior with R-19wall a vertica dwelling unitby from the beseparated shall Garage 98 plans. per structural design foundation wall& retaining New 95 wall Exterior with R-21wall Decorated wall/ wood wall 93 wi &finish color -verify wood treated siding retardant Fire reta at garage 2x furring bd. over gyp. "X" type 5/8" Provide 91 88 82 81 101 7/8" Dark smooth troweled Stucco w/ fiber mesh o/ expanded m w/ mesh fiber troweled Stucco smooth Dark 7/8" 101 expanded o/ w/ mesh fiber Stucco troweled smooth Light 7/8" 100 information. additiona for attachment separate a in report soil full see and space per table R302.6. table per space information. additional for 3/A6.6 detail See information. report for additional door and windowand information. door additional for report sheet A6.16 for more information. for more A6.16 sheet information. additional for A7.1 on A6.12. See seperate permit submittal for outdoor gas only fi only gas foroutdoor submittal permit seperate See A6.12. on and fireplace report ANSI thefireplace See chamer. combustion vent direct burning, begas shall Fireplace 4.503.1] type.[CGC gas fireplace shall be a direct vent-sealed combustion type.[CG combustion vent-sealed be adirect shall fireplace gas information. formore A6.12 onsheet and specification reports order to prior toarchitect drawings shop provide to Contractor railings parallel stock solid with3/8" dia. rail top dia. 1.5" non-sprinklered and insprinkler latching andself self-closing install. and order to prior approval for architect and sa 1'x1' provide color to Contractor with owner andarchitect. jointlo control Verify stucco building paper. "D" Grade layers R302.6) -min.(Table side thegarage boardon gypsum of5/ with1 layer sheathing theroof to the attic through slab formoreinformation. drawings more information. for T24-2 and architect for approval prior to order and install. and order to prior approval for architect and sa 1'x1' provide color to Contractor with owner andarchitect. jointlo control Verify stucco building paper. "D" Grade layers more information. for T24-2 per T-24 EnergyReport. Insulation & structural per Framing wall. 2x6 New Insulation per T-24 Energy Report. Energy T-24 per Insulation 1Hour fire rated wall.& Framing per structural retaining New wall . Framing per structural. Report. Energy T-24 per Insulation furring New wall. Framing & per structural per T-24 EnergyReport. Insulation & structural per Framing wall. 2x4 New Backup for areas automobile the from garage clearance area maneuvering unobstructed minimum 28' Planter Soil Gravel Tile Floor Concrete Floor Stone Floor New low wall/ Wall below Keynotes insulation perT-24EnergyRepor insulation insulation perT-24EnergyRepor insulation om Bosch.See produce specif @ 4" O.C. max. O.C. @4" th architect th mbustion information. rated door and door rated 8" Type "X" 8" Type ining walls. ining See structural t see T24-1to t see cations andcolor cations cations andcolor cations dwellings. t see T24-1to t see l wall the from mple for ownerfor mple mple for ownerfor mple and installation. metal lath o/2 lath metal ze. Provide ze. with sealed Any installed replace. fireplace C 4.503.1] C

etal lath o/2 etal specification g notes on g notes table table l urs. ication on ication n set set n rgy Main FloorPlan Printed Issued Revisions commencement ofany work. the to prior Architect the of attention the to brought be shall error or Any discrepancy field. the in verified be shall and dimensions scaled over preference take shall dimensions Written specifications. and all liability related to the use of these drawings of absolved and harmless held be shall ALA use unauthorized such of case the In penalties. and liabilities civil full to subject is and copyright said of violation a is specifications and drawings these of alteration or duplication Any unauthorized copyright. the including rights all reserves ALA OWNER. the and ALA between contract completing the Project scope defined in the theseInstruments of Service solelyfor Said contract is a license for the OWNER to use titleblock and withwhom ALA is contracted. the in appears name whose "OWNER" the than any in wayby utilized anyone or other altered duplicated, be not shall and ALA propertyof the are herein contained ideas and designs the and specifications, and drawings These ANDERSLASATERARCHITECTS.COM 5 4 3 2 1 E D C B A Wong Residence SUITE AVENUE, 12 384 FOREST

A2.1 LAGUNA BEACH, CA 92651 CA BEACH, LAGUNA

07-15-2021 - Orange County Orange - 07-15-2021 County Orange - 10/30/2020 07/15/2021 2 County rev PC 12/10/2020 1 County rev PC

T L

A IC

R T E

E E

. N 949 497 1827

E A

N N S

. D

O E 0 E C-30374

D F

1 R /

S A

A R

/ C

I 2 H F A

0 T

O T 8/9/2021 8:52:54 AM 8:52:54 8/9/2021 E

2 R

R 3 E C N T New Single Family Residence (#001-2019) IA 1901 Park Skyline Road, Santa Ana, CA 92705 J K 1 L A3.6 A3.6 A3.2 A3.6 M N P A3.7 A3.7 A3.7

ANDERSLASATERARCHITECTS.COM

384 FOREST AVENUE, SUITE 12

LAGUNA BEACH, CA 92651

949 497 1827 Planter

Planter

" 2 Planter These drawings and specifications, and the Keynotes designs and ideas contained herein are the 1/4" / 1 property of ALA and shall not be duplicated, 61 Roof drain with overflow per specs 1/ altered or utilized in any way by anyone other 4" B / 1/4" / 12" 83 Column per structural plans. Columns to be metalized, primed and painted than the "OWNER" whose name appears in the 1 1/4" / 12" 2" title block and with whom ALA is contracted. w dark bronze o l Said contract is a license for the OWNER to use e 101 7/8" Dark smooth troweled Stucco w/ fiber mesh o/ expanded metal lath o/ 2 b these Instruments of Service solely for

t layers Grade "D" building paper. Verify stucco control joint locations and color e completing the Project scope defined in the k c with owner and architect. Contractor to provide 1'x1' color sample for owner contract between ALA and the OWNER. r i c and architect for approval prior to order and install.

1 f / 4 o ALA reserves all rights including the copyright. " 142 Clerestory windows / e Any unauthorized duplication or alteration of n 1 i 320 AC compressors with 3'-6" high AC enclosure screen on a 3" min. concrete 2 L these drawings and specifications is a violation of " base pad - AC compressors to have 2 forms of sound attenuation; (1) Base said copyright and is subject to full civil liabilities isolator and (2) sound attenuation blanket. Means for disconnecting the and penalties. In the case of such unauthorized 1/4" / 12" electrical supply to the air-conditioning appliance shall be provided within use ALA shall be held harmless and absolved of G G sight of and not over 50 feet from the air conditioner. [CMC 903.7] all liability related to the use of these drawings A3.5 A3.5 and specifications. Written dimensions shall take preference over scaled dimensions and shall be verified in the field. Any discrepancy or error shall be brought to the attention of the Architect prior to the commencement of any work. Line of slope roof below roof slope of Line

F t F e A3.4 k A3.4 c r ED ARCH JJ ci S IT DD N f E RS LA E o E S C IC D A T e L N T

1/4" / 12" n i A E . L R

C-30374 R E 3 " S N 2 70 2 T . 2 0 IA 1/4" / 12" 1/4" / 12" A 01 1/ N B T / 3 R E IFO " 1/4" / 1 OF CAL 12 GG " / 1/4

FF EE 1/4" / 12" 1/4" / 12"

ove L of ab ine o / ed ro f slop e of slop ed roof a " Lin bove 4 E / E A3.4 1 A3.4 1/4 " / 61 1/ 12 1/4" / 12" 4" 61 W1-2 " / 1 Planter BB AA 2 A4.2 9 " A6.1 1/4" / 12" D 142 D A3.4 A3.4

11 A6.1 Skylight above Skylight above Planter Planter 1 /4" / 12" C C Tree Planter A3.3 1/4" / 12" A3.3 1/4" / 12"

W1-3 A4.2 2

W1-1 A3.1 A4.2 Skylight above Skylight above Skylight

142 Line of sloped roof sloped above of Line 83 1 A3.1 101 142 338.15' Guardrail 8 A6.1 61

101 1/2" / 12" 1 B /4" 1/8" / 12" B / 12 Skylight above above Skylight " 320 A3.3 AC A3.3 Line of sloped roof sloped above of Line 1/8" / 12" 1/8" / 12" FLOOR PLAN NOTES W1-4 A4.2 83 1. See Dimension Floor Plans for wall layout dimensions. 2. See Door and Window schedules on A4.1, A4.2 and Title 24 energy

Planter 338.15' Guardrail report for additional door and window information. 1/4" / 12"

83 320 1/8" / 12" AC 3. See detail 1/A6.6 for additional concrete slab waterproofing 142 information.

338.15' Guardrail 4. Provide shadow base detail @ all walls per detail 4/A6.6. W1-5 8 A4.2 Bench A6.4 5. Provide screed 2" above FS. Follow angle of steps where occurs. See detail 3/A6.6 for additional information.

Lin bove e of sloped ped roof a Planter 6. Provide min. 5/8" drywall at ceiling between garage and habitable roof above Line of slo space per table R302.6.

7. See Soil Report Recommendations on A0.7 and A0.8 in this plan set and see full soil report in a separate attachment for additional information. B 1/8" / 12" Planter 1/8" / 12" Outdoor Lounge

1/8" / 12" 1/8"3 / 12" 1/8" / 12" 1/8" / 12" A6.5 Floor Legend Planter 1/8" / 12" Stone Floor 1/8" / 12" New Single Family ResidenceNew (#001-2019) Single Family Road, 1901 Park Skyline 92705 CA Santa Ana, Wong Residence

Concrete Floor Revisions

A 12/10/2020 County PC rev 1 Tile Floor B 07/15/2021 County PC rev 2 A A A3.3 A3.3 C

Gravel D

338.15' Guardrail E

Planter Soil Issued

28' minimum unobstructed maneuvering area 1 10/30/2020 - Orange County clearance 2 07-15-2021 - Orange County

10 3 A6.4 Backup areas for automobile from the garage 4

H H A3.5 A3.5 Wall Legend Printed 8/9/2021 8:52:57 AM

New low wall/ Wall below

New 2x4 wall. Framing per structural & Insulation Clerestory Windows Plan per T-24 Energy Report. J K L 2 M N P New 2x6 wall. Framing per structural & Insulation A3.6 A3.6 A3.6 A3.2 A3.7 A3.7 A3.7 per T-24 Energy Report. New furring wall. Framing per structural & Insulation per T-24 Energy Report.

Clerestory Windows Plan New retaining wall . Framing per structural. 11/4" = 1'-0" A2.3 1Hour fire rated wall. Framing per structural & Insulation per T-24 Energy Report. magnetic project north north ANDERSLASATERARCHITECTS.COM

384 FOREST AVENUE, SUITE 12

LAGUNA BEACH, CA 92651

949 497 1827

93 100 101 67 82 58 155 95 101 93 93 These drawings and specifications, and the Keynotes designs and ideas contained herein are the property of ALA and shall not be duplicated, 58 Composition shingles roof from GAF Timberline Cool Series "Antique Slate" altered or utilized in any way by anyone other 344.44' Skylight 344.44' Skylight 344.44' Skylight 344.44' Skylight 344.44' Skylight 344.44' Skylight with 0.26 solar reflectance and 0.91 thermal emittance on all the sloped roof than the "OWNER" whose name appears in the area. Provide min. R-30 + R-5 insulation @ all roofs except the roof above the title block and with whom ALA is contracted. 343.39' Roof 343.39' Roof garage. See Title 24 report T24-1 to T24-2 for more information. Said contract is a license for the OWNER to use these Instruments of Service solely for 67 Potential solar panels. Provide SC325 or sim. solar panels by SolarCity. completing the Project scope defined in the 82 Fire retardant treated wood siding - verify color & finish with architect contract between ALA and the OWNER. 85 (N) metal frame painted dark bronze. Shop metalized and primed prior to erection. See structural drawings for more structural information. ALA reserves all rights including the copyright. Any unauthorized duplication or alteration of 93 New retaining wall & foundation design per structural plans. See structural these drawings and specifications is a violation of drawings for more information. said copyright and is subject to full civil liabilities 338.50' TW 95 Garage shall be separated from the dwelling unit by a vertical wall from the and penalties. In the case of such unauthorized use ALA shall be held harmless and absolved of 337.00' TW slab through the attic to the roof sheathing with 1 layer of 5/8" Type "X" all liability related to the use of these drawings gypsum board on the garage side - min. (Table R302.6) 337.00' TW and specifications. 100 7/8" Light smooth troweled Stucco w/ fiber mesh o/ expanded metal lath o/ 2 337.00' layers Grade "D" building paper. Verify stucco control joint locations and color Written dimensions shall take preference over Level 3 - Roof with owner and architect. Contractor to provide 1'x1' color sample for owner scaled dimensions and shall be verified in the field. Any discrepancy or error shall be brought and architect for approval prior to order and install. to the attention of the Architect prior to the 101 7/8" Dark smooth troweled Stucco w/ fiber mesh o/ expanded metal lath o/ 2 commencement of any work. Line of ceiling beyond Line of ceiling beyond layers Grade "D" building paper. Verify stucco control joint locations and color with owner and architect. Contractor to provide 1'x1' color sample for owner and architect for approval prior to order and install. W1-1 155 Steel guardrail @ 42" above F.S., metalized & painted dark bronze. A4.2 Contractor to provide shop drawings to architect prior to order and installation. ED ARCH 1-A NS IT E S L E 1-B ER AS C IC D A T L N T 1-C A E . R

E 1-8 327.00' TW C-30374 R Breakfast Lounge E 3 S N 2 T . 2 0 IA A 01/ 31/ N TE OR OF CALIF

Line of floor beyond Line of floor beyond Line of floor beyond 325.00' Level 1 - Main Finish Floor

100 93

West Elevation 11/4" = 1'-0"

58 344.44' Skylight 67 100 344.44' Skylight 344.44' Skylight 344.44' Skylight 344.44' Skylight 344.44' Skylight 343.39' Roof 343.39' Roof 343.35' TW 343.35' TW 343.30' Eave

155

340.00' TW 339.76' Eave 339.50' Guardrail

337.00' TW 337.00' TW Line of planter beyond W1-3 85 A4.2 New Single Family ResidenceNew (#001-2019) Single Family Road, 1901 Park Skyline 92705 CA Santa Ana, 337.00' Wong Residence Level 3 - Roof Line of floor beyond Revisions Line of ceiling beyond Line of ceiling beyond

A 12/10/2020 County PC rev 1

B 07/15/2021 County PC rev 2

Line of additional parking space beyond Line of floor beyond Line of floor beyond Line of floor beyond 325.00' Issued Level 1 - Main Finish Floor

1 10/30/2020 - Orange County

2 07-15-2021 - Orange County

Printed 8/9/2021 8:53:17 AM

West + East Elevations

East Elevation 21/4" = 1'-0" A3.1 ANDERSLASATERARCHITECTS.COM

384 FOREST AVENUE, SUITE 12

LAGUNA BEACH, CA 92651

949 497 1827

These drawings and specifications, and the designs and ideas contained herein are the

35'-0" Keynotes property of ALA and shall not be duplicated, 58 Composition shingles roof from GAF Timberline Cool Series "Antique Slate" altered or utilized in any way by anyone other with 0.26 solar reflectance and 0.91 thermal emittance on all the sloped roof than the "OWNER" whose name appears in the 85 67 101 58 343.39' Roof 67 82 58 area. Provide min. R-30 + R-5 insulation @ all roofs except the roof above the title block and with whom ALA is contracted. 100 garage. See Title 24 report T24-1 to T24-2 for more information. Said contract is a license for the OWNER to use these Instruments of Service solely for 67 Potential solar panels. Provide SC325 or sim. solar panels by SolarCity. completing the Project scope defined in the 82 Fire retardant treated wood siding - verify color & finish with architect contract between ALA and the OWNER. 340.86' Eave 339.76' Eave 85 (N) metal frame painted dark bronze. Shop metalized and primed prior to 35'-0" erection. See structural drawings for more structural information. ALA reserves all rights including the copyright. Any unauthorized duplication or alteration of 93 New retaining wall & foundation design per structural plans. See structural these drawings and specifications is a violation of W1-2 337.00' Parapet A4.2 drawings for more information. said copyright and is subject to full civil liabilities and penalties. In the case of such unauthorized 338.50' Parapet 100 7/8" Light smooth troweled Stucco w/ fiber mesh o/ expanded metal lath o/ 2 use ALA shall be held harmless and absolved of layers Grade "D" building paper. Verify stucco control joint locations and color all liability related to the use of these drawings with owner and architect. Contractor to provide 1'x1' color sample for owner

35'-0" 337.00' TW and specifications. and architect for approval prior to order and install. 337.00' 101 7/8" Dark smooth troweled Stucco w/ fiber mesh o/ expanded metal lath o/ 2 Written dimensions shall take preference over Level 3 - Roof layers Grade "D" building paper. Verify stucco control joint locations and color scaled dimensions and shall be verified in the field. Any discrepancy or error shall be brought 334.98' Trellis with owner and architect. Contractor to provide 1'x1' color sample for owner to the attention of the Architect prior to the and architect for approval prior to order and install. commencement of any work. Line of ceiling beyond 155 Steel guardrail @ 42" above F.S., metalized & painted dark bronze. Contractor to provide shop drawings to architect prior to order and installation. 5'-0" 305 V-Ditch, see civil engineering plan for more information.

ED ARCH NS IT E S L E ER AS C 1-L 1-K IC D A T L N T 1-D 1-D 1-D 1-3 A E . R

E Egress Door Operable Operable C-30374 Door Door R E 3 S N 2 T . 2 0 IA A 01/ 31/ N TE OR OF CALIF

Line of finish floor beyond Line of courtyard beyond Line of finish floor beyond 325.00' Level 1 - Main Finish Floor

101 93

North Elevation 11/4" = 1'-0" 35'-0"

344.44' Skylight 343.39' Roof 58 101 101 101 155 93 305

343.35' TO Wall

340.86' Eave 35'-0" 340.00' TW 339.50' Guardrail 339.76' Eave

100 101 W1-5 338.00' TW A4.2 337.00' TW 337.00' TW New Single Family ResidenceNew (#001-2019) Single Family Road, 1901 Park Skyline 92705 CA Santa Ana, 337.00' Wong Residence 336.00' Roof Level 3 - Roof Revisions Line of ceiling beyond Line of ceiling Line of ceiling beyond Line of ceiling beyond beyond A 12/10/2020 County PC rev 1

B 07/15/2021 County PC rev 2 1-J 1-1 C

Egress 1-H Door W1-6 D 1-0 A4.2 1-7 E 93 Egress Door

5'-0" Line of Floor beyond Line of Floor beyond 325.00' Issued Level 1 - Main Finish Floor

1 10/30/2020 - Orange County

2 07-15-2021 - Orange County

Printed 8/9/2021 8:53:35 AM

North + South Elevations

South Elevation 21/4" = 1'-0" A3.2