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HomeMy WebLinkAboutASRDRB20230126 5.3 DESIGN REVIEW BOARD STAFF REPORT 5.3 TO: Design Review Board Members January 26, 2023 SUBJECT: Review and approve final building permit plans for a new 51,290 square foot two-story mixed-use building. The proposed development includes 37 residential condominium units totaling 46,680 square feet, and 3,920 square feet of commercial retail space along the Hartz Avenue frontage. The proposed project includes a 31,360 square foot subterranean parking garage. The site is located at 600 Hartz Avenue (Project Planner: David Crompton). PROJECT DESCRIPTION/BACKGROUND On May 10, 2022, the Planning Commission approved Development Plan request DEV21- 0013 allowing for the construction of this new mixed-use building. Condition of approval for the project requires that the final, detailed construction drawing be subject to review and approval by the Design Review Board (DRB). The purpose of this review is to confirm that the approved preliminary drawings have translated accurately into the final building permit plans. EVALUATION Staff has reviewed the construction plans and believes that they accurately reflect the previously approved project plans. RECOMMENDATION Review and approve final building permit plans for a new 51,290 square foot two-story mixed-use building. The proposed development includes 37 residential condominium units totaling 46,680 square feet, and 3,920 square feet of commercial retail space along the Hartz Avenue frontage. The proposed project includes a 31,360 square foot subterranean parking garage The site is located at 600 Hartz Avenue (Project Planner: David Crompton). Prepared by: David Crompton Chief of Planning Attachment: Architectural Plans, floor plans, renderings, landscape plans, and Colors & Materials. ELEVATION CALLOUT SEE SHEET A7.00 AND A7.01 FOR DOOR SCHEDULE, LEGEND AND NOTES KEYNOTE NUMBER, REFER TO KEYNOTE LEGEND ON SHEET CALL OUT OCCURS SLOPE TO DRAIN 1/4" PER FOOT MIN. (U.N.O.) CHANGE OF ELEVATION IN PLAN OR CHANGE OF PLANE IN ELEVATION 0 2 A3.01 ELEVATION NUMBER SHEET NUMBER DETAIL CALLOUT DETAIL NUMBER SHEET NUMBER DOOR TAG WINDOW TAG SEE SHEET A7.10 FOR WINDOW SCHEDULE, LEGEND AND NOTES KEYNOTE TAG SLOPE ARROW CHANGE OF ELEVATION/PLANE GRID LINE UNIT PLAN CALL OUT UNIT TYPE UNIT NUMBER PER PLAN LOCATION GRID NUMBER OR LETTER PER PLAN SHEET OF ENLARGED UNIT PLAN A 3"FLUSH CURB STEP FLUSH 4 A9.01 2104A 201 UNIT X 101 A4.xx ZONING DESIGNATION: DOWNTOWN BUSINESS DISTRICT AREA 11 GROSS SITE AREA:1.19 ACRES (51,940 SF +/-) FAR 49,967 SF/51,940 SF = 96.2 REFER TO CALS ON A0.02 PROPOSED UNITS:37 UNITS DENSITY:34.6 DU/AC GROSS BUILDING AREA: +/- 58,338 S.F. REFER TO SHEET A0.02 FOR ADDITIONAL INFORMATION GROSS RETAIL AREA: +/- 3,805 S.F. BUILDING HEIGHT:34'-10" PARKING PROVIDED: 79 STALLS RESIDENTS: 71 STALLS GUEST: 8 STALLS ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE:SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 1 : 2 0 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A0.00 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 COVER SHEET 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 600 HARTZ AVENUE MIXED-USE TOWN OF DANVILLE VICINITY MAP/AREA MAP VICINITY MAP CONSULTANTS OWNER: THE ADDRESS COMPANY 3160 CROW CANYON ROAD, SUITE 270 SAN RAMON CA 94583 (925) 272 -4750 EXT. 102 POC: ERIC CHEVALIER, CEO FOUNDING PARTNER EMAIL: EJCHEVALIER@THEADDRESS.COMPANY ARCHITECT: WILLIAM HEZMALHALCH ARCHITECTS 3767 WORSHAM AVE. LONG BEACH, CALIFORNIA 90808 (949) 250-0607 POC: JAY KOCOUREK, PRINCIPAL EMAIL:JAYK@WHAINC.COM POC: RICK AIKEN, PRINCIPAL ARCHITECT EMAIL: RICKA@WHAINC.COM CIVIL ENGINEER: CARLSON, BARBEE & GIBSON, INC. 2633 CAMINO RAMON #350 SAN RAMON, CALIFORNIA, 94583 (925) 866-0322 POC: JASON NERI, P.E. PRINCIPAL EMAIL: JNERI@CBANDG.COM STRUCTURAL ENGINEER: PETRA STRUCTURAL ENGINEERS 17981 SKY PARK CIRCLE, SUITE O IRVINE, CALIFORNIA, 92614 (949) 748-7170 POC: PETER SARKIS, S.E. EMAIL: PSARKIS@PETRASTRUCTURAL.COM MECHANICAL, ELECTRICAL & PLUMBING ENGINEER: FASHANDI AND ASSOCIATES 9320 CHESAPEAKE DR., SUITE 102 SAN DIEGO, CALIFORNIA, 92123 (858) 277-0505 POC: TONY FASHANDI EMAIL: TONY@FASHANDIANDASSOCIATES.COM LANDSCAPE: MJS DESIGN GROUP CANNERY LOFTS 507 30TH STREET NEWPORT BEACH,, CALIFORNIA, 92663 (949) 675-9964 POC: MARK SCHATTINGER, PRESIDENT EMAIL: MARK@MJS-LA.COM POC: MIKE OLSON EMAIL: MIKEO@MJS-LA.COM ACOUSTICAL ENGINEER: VENEKLASEN ASSOCIATES, INC 1711 16TH STREET SANTA MONICA, CALIFORNIA, 90404 (310) 450-1733 POC: WAYLAND DONG, PROJECT MANAGER EMAIL: WDONG@VENEKLASEN.COM POC: MATTHEW BRIDGEMAN, ASSOCIATE EMAIL: HYPERLINK "MAILTO:MBRIDGEMAN@VENEKLASEN.COM" MBRIDGEMAN@VENEKLASEN.COM WATERPROOFING: C4N6 10612 PROSPECT AVE, SUITE 101 SANTEE, CALIFORNIA, 92071 (619) 379-1772 POC: LANCE PAGEL, PRESIDENT, CONSTRUCTION FORENSICS EMAIL: LPAGEL@C4N6.COM POC: TIM WOODLAND, SENIOR PROJECT DESIGNER EMAIL: TWOODLAND@C4N6.COM GEOTECH: STEVENS, FERRONE & BAILEY ENGINEERING COMPANY, INC. 1600 WILLOW PASS CT CONCORD, CALIFORNIA, 94520 (925) 688-1001 POC: KEN FERRONE, PE, GE, CEG EMAIL: KENF@SFANDB.COM FIRE PROTECTION: 3 ALARM FIRE & SAFETY 527 WAXLAX WAY LIVERMORE, CALIFORNIA, 94551 (925) 449-3200 POC: TOM LEMMONS EMAIL: TLEMMONS@3ALARMFP.COM POC: TOD BONNER EMAIL: TBONNER@3ALARMFP.COM SYMBOLSDEFERRED SUBMITTALS A SEPARATE PERMIT APPLICATION IS REQUIRED FOR THE FOLLOWING ITEMS: 1. METAL HANDRAILS AND GUARDRAILS 2. SIGNAGE 3. PRE-FABRICATED WOOD TRUSSES 4. ROOF TRUSSES 5. FULL NFPA SPRINKLER SYSTEM DOCUMENTS FOR DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD FOR REVIEW OF GENERAL CONFORMANCE TO THE DESIGN INTENT OF THE CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION AND INSTALLATION. DEFERRED SUBMITTALS WILL ALSO REQUIRE SUBMITTAL TO AND APPROVAL FROM THE CITY OF DANVILLE. IT IS THE RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR TO DETERMINE IF THEIR SCOPE OF WORK REQUIRES SUBMITTAL AND APPROVAL AND FROM WHICH AGENCY AT THE TOWN OF DANVILLE. BUILDING DEPARTMENT: TOWN OF DANVILLE 510 LA GONDA WAY DANVILLE, CALIFORNIA, 94526 (925) 314-3310 POC: STACEY GILL, CHIEF BUILDING OFFICIAL EMAIL: SGILL@DANVILLE.CA.GOV JURISDICTIONAL AUTHORITY A/C AIR CONDITIONING ABV. ABOVE ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR AL ALUMINUM ALT. ALTERNATE ARCH. ARCHITECT ASSY. ASSEMBLY AUTO AUTOMATIC B.D. BOARD BDRM BEDROOM BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM CPT. CARPET C.J. CONTROL JOINT CAB. CABINET C.C. COAT CLOSET CER. CERAMIC CHG. CHANGE CL. CENTERLINE CLG. CEILING CLR. CLEAR COL. COLUMN COMP COMPOSITION CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS CTR. CENTER C.O. CASED OPENING D. DRYER D.F. DOUGLAS FIR DBL. DOUBLE DET. DETAIL DIA. DIAMETER DIAG. DIAGONAL DIM. DIMENSION DISP. DISPOSAL DN. DOWN DR. DOOR DS. DOWNSPOUT DW. DISHWASHER DWG. DRAWING EJ. EXPANSION JOINT EA. EACH ELEC. ELECTRICAL ELEV. ELEVATION ENCL. ENCLOSURE E.P.S. EXPANDED POLYSTYRENE EQ. EQUAL EQUIP. EQUIPMENT EX. EXHAUST EXP. EXPOSED EXIST. EXISTING EXT. EXTERIOR F.A.U. FORCED AIR UNIT F.F. FINISH FLOOR F.G. FINISH GRADE FGL. FIBERGLASS F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FIN. FINISH FIX FIXTURE FL. FLOURESCENT FLASH FLASHING FLR. FLOOR FND. FOUNDATION FT. FOOT OR FEET FTG. FOOTING FX. FIXED G.F.I. GROUND FAULT INTERRUPTER G.I. GALVANIZED IRON G.L.B. GLU-LAM BEAM GA. GAUGE GALV. GALVANIZED GL. GLASS GND. GROUND GR. GRADE GYP. BD. GYPSUM WALLBOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HT. HEIGHT HI. HIGH HOR. HORIZONTAL HR. HOUR HVAC HEATING, VENTILATION, AIR CONDITIONING I.D. INSIDE DIAMETER IN. INCH INSUL. INSULATION INT. INTERIOR JST. JOIST JT. JOINT KIT. KITCHEN LAV. LAVATORY MAS. MASONRY MAT. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MEMB. MEMBRANE MFR. MANUFACTURER MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS MTD. MOUNTED MT METAL THREASHOLD MTL. METAL N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE N/A NOT APPLICABLE / AVAILABLE NAT. NATURAL NO. NUMBER O.C. ON CENTER O.D. OUTSIDE DIAMETER O/ OVER OBS. OBSCURE OFF. OFFICE OPNG. OPENING OPP. OPPOSITE P. PANTRY/ POLE P. LAM. PLASTIC LAMINATE P.T. PRESSURE TREATED PERIM. PERIMETER PERP. PERPENDICULAR PH. PHONE PL. PLATE/ PROPERTY LINE PLUMB. PLUMBING PLYWD. PLYWOOD PR. PAIR R. RISER RAD. RADIUS R.A.G. RETURN AIR GRILLE R.D. ROOF DRAIN R.O. ROUGH OPENING RECPT. RECEPTACLE REF. REFRIGERATOR REG. REGISTER REINF. REINFORCEMENT REQ. REQUIRED RM. ROOM S.A. SUPPLY AIR S.C. SOLID CORE S.D. SMOKE DETECTOR S.H. SINGLE HUNG SECT. SECTION S.F. SQUARE FEET SH. SHELF SHT. SHEET SHTG. SHEATHING SHWR. SHOWER SIM. SIMILAR SL. SLIDER SPEC. SPECIFICATION STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL T. TREAD T&G TOUNGE AND GROOVE T.B. TOWEL BAR T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.M. TOP OF MASONRY T.O.P. TOP OF PLATE T.O. SHTG. TOP OF SHEATHING T.O.W. TOP OF WALL TEMP. TEMPERED TH. THICK TR. TRANSOM TRANS. TRANSFORMER TYP. TYPICAL U.B.C. UNIFORM BUILDING CODE U.L. UNDERWRITERS LABORATORY U.N.O. UNLESS NOTED OTHERWISE V.T.R. VENT THROUGH ROOF VENT. VENTILATION VERT. VERTICAL VEST. VESTIBULE VOL. VOLUME W. WEST/ WIDE/ WIDTH/ WASHER W.H. WATER HEATER W.I. WROUGHT IRON W.I.C. WALK IN CLOSET W.R. WATER RESISTANT W/ WITH WD. WOOD WP. WATERPROOF WT. WEIGHT ABBREVIATIONS PROJECT SUMMARY PROJECT SITE AREA MAP DRY UTILITY: GIACALONE DESIGN SERVICES, INC. 5820 STONERIDGE MALL RD #345 PLEASANTON, CALIFORNIA, 94588 (925) 925-3630 POC: SAM MOFLEH EMAIL: SAMIM@DRYUTILITYDESIGN.COM POC: SHARON ENGLISH EMAIL: SHARONE@DRYUTILITYDESIGN.COM NO. DATE DESCRIPTION PROJECT DESCRIPTION THIS PROJECT CONSISTS OF ONE LEVEL OF TYPE 1-A PARTIALLY SUBTERRANEAN PARKING WITH TWO STORIES OF TYPE VA RESIDENTIAL CONSTRUCTION. THE TWO WOOD FRAMED LEVELS WILL CONTAIN 37 RESIDENTIAL UNITS WITH APPROXIMATELY 3,800 SF OF RETAIL FRONTING HARTZ AVENUE. THIS PORTION OF THE PROJECT WILL BE CLAD PRIMARILY IN PLASTER AND CEMENTITIOUS SIDING. THE ROOF MATERIAL WILL BE A CLASS "A" TPO (THERMOPLASTIC POLYOLEFIN) AND POLYVINYL CLORIDE (PVC) THAT IS SLOPED TO DRAIN. SURROUNDING THE FLAT PORTION OF THE ROOF WILL BE SLOPED MANSARD ROOFS THAT WILL BE COVERED IN ASPHALT SHINGLES (CLASS "A"). THE PROJECT WILL HAVE A FULL NFPA 13 SPRINKLER SYSTEM THAT IS CONSTANTLY MONITORED. APPLICABLE CODES 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA GREEN STANDARDS CODE (CAL GREEN) 2019 CALIFORNIA ENERGY CODE TOWN OF DANVILLE MUNICIPAL CODE ACCESSIBILITY REQIUREMENTS – THIS PROJECT IS DESIGNED BASED ON THE FOLLOWING: CHAPTER 11A Section 1101A.1(1) Newly-Constructed Covered Multifamily Dwellings and New Common Use Area. Project is 100% privately funded, there are no public funds used in this project. Section 1102A.1(2) Condominiums with 4 or more dwelling units. Section 1102A.3.2 Multistory Dwelling Units in Buildings with One or More Elevators 1. At least 1 powder room or bathroom shall be located on the primary entry level. 2. At least 1 kitchen shall be located on the primary entry level. 3. All rooms or spaces located on the primary entry level shall be served by an accessible route and shall comply with Division IV. Section 1106A Site and Building Characteristics Covered multifamily dwellings with elevators shall be designed and constructed to provide at least one accessible entrance on an accessible route, regardless of terrain or unusual characteristics of the site. 2. Elevator Building When a building elevator or elevators are provided as a means of access to dwelling units other than dwelling units on a ground floor (see Section 1104A.2), the building is an elevator building. All dwelling units become covered multifamily dwellings in that building. The elevator in that building must provide accessibility to all dwelling units in the building, regardless of the slope of the natural terrain. ACCESSIBILITY REQUIERMENTS – DWELLING UNITS ARE DESIGNED BASED ON THE FOLLOWING: CHAPTER 11A Section 1134A.2 Option 2 Only One Bathroom within the Dwelling Unit Shall Be Designed to Compy with the Following: 1. Toilet, bathing and shower facilities shall comply with Section 1134A.4. 2. Bathtubs shall comply with Section 1134A.5. 3. Showers shall comply with Section 1134A.6. 4. Water closets shall comply with Section 1134A.7. 5. Lavatories, vanities, mirrors and towel fixtures shall comply with Section 1134A.8. 6. Where both a tub and shower are provided in the bathroom, at least one shall be made accessible. Additional requirements apply to dwelling units containing two or more bathrooms when a bathtub is provided as the accessible bathing fixture. Where two or more bathrooms are provided within the same dwelling unit and a bathtub is installed to comply with Option 2, Item 6 in one bathroom and a shower stall is provided in a subsequent bathroom, both the bathtub selected to comply with Option 2, Item 6 and at least one shower stall within the dwelling unit shall meet all the applicable accessibility requirements provided in Section 1134A. (See Section 1134A.5 for bathtubs, or Section 1134A.6 for showers.) 7. When two or more lavatories are provided, at least one shall be made accessible and comply with Section 1134A.8. 8. Bathrooms shall be provided with an accessible route into and through the bathroom. 9. If a door is provided, it shall comply with the requirements of Section 1132A.5. 10. A minimum 18-inch (457 mm) clear maneuvering space shall be provided on the swing side of the door at the strike edge of the door. 11. Switches, outlets and controls shall comply with Section 1142A. 12. Reinforced walls to allow for the future installation of grab bars around the toilet, tub and shower shall comply with Sections 1134A.5 for bathtubs, 1134A.6 for showers and 1134A.7 for water closets. Grab bars shall comply with Sections 1127A.4 and 1127A.2.2, Item 4. Section 1134A.3 Powder Rooms All powder rooms shall be designed to comply with Section 1134A.2, Option 2, Items 8 through 12. LEGAL DESCRIPTION REFER TO CIVIL DRAWINGS FOR LEGAL DESCRIPTION CBC 302 OCCUPANCY CLASSIFICATIONS GROUP R-2 RESIDENTIAL DWELLING UNITS GROUP M RETAIL GROUP S-2 PARKING GARAGE CBC TABLE 504.3 & 504.4 BUILDING HEIGHT AND STORIES R-2 OCCUPANCY TYPE V-A MAX HEIGHT M OCCUPANCY TYPE V-A 70 FEET 70 FEET MAX STORIES ALLOWED 4 STORES 2 STORIES SPRINKLER INCREASE YES YES ACTUAL HEIGHT 34'-11"14'-0" ACTUAL STORIES 2 STORIES 1 STORY S-2 OCCUPANCY TYPE V-A YES 12'-0" 1 STORY 70 FEET 3 STORIES CBC TABLE 506.2 FLOOR AREA JUSTIFICATION R-2 OCCUPANCY TYPE V-A BASIC ALLOWABLE FLOOR AREA (At) M OCCUPANCY TYPE V-A 36,000 S.F. FRONTAGE INCREASE (If)=[F/P-.25] W/30 HEIGHT INCREASE AREA INCREASE Aa=[At+(NS x If)] TOTAL ALLOWABLE FLOOR AREA (Aa) PER FLOOR 27,000 S.F. N.A. N.A. N.A.N.A. 36,000 S.F. NO NO 27,000 S.F. FLOOR AREA PROVIDED PER FLOOR AREA PROVIDED (S.F.)AREA ALLOWED (S.F.) BASEMENT 32,205 UNLIMITED S-2 OCCUPANCY TYPE I-A N.A. N.A. NO UL UL FIRST FLOOR 36,000/42,00028,757* SECOND FLOOR 36,00029,581* MIXED-OCCUPANCY, MULTISTORY BUILDINGS SUM OF RATIO CALCULATIONS PER STORY 36,000 S.F.+ (R-2) CBC TABLE 506.2.3 24,026 S.F. (GROSS)* 42,000 S.F. (M) 4,731 S.F. (GROSS)*= +.667 .113 .779=.779 < 1.0 FIRST STORY SECOND STORY 36,000 S.F. (R-2) 29,581 S.F. (GROSS)*.821= .821 < 1.0 SUM OF RATIO CALCULATIONS FOR BUILDING .779 + .821 = 1.60 < 3.0 * REFER TO A0.04 FOR AREA INCLUDED IN CALCULATION ENTIRE BUILDING COMPLIES EACH STORY COMPLIES * REFER TO A0.04 FOR AREA INCLUDED IN CALCULATION (GROSS) 58,338TOTAL CBC 508.4 OCCUPANCY SEPARATIONS OCCUPANCY GROUPS REQUIRED FIRE RESISTIVE SEPARATION R-2 / S-2 3 HOUR HORIZONTAL SEPARATION PER 510.2 R-2 / S-2 1 HOUR SEPARATION PER 508.4 R-2 / M 1 HOUR SEPARATION PER 508.4 S-2 / M 1 HOUR SEPARATION PER 508.4 CBC TABLE 601 FIRE RESISTIVE CONSTRUCTION TYPE VA / R-2, S-2 PRIMARY STRUCTURAL FRAME BUILDING ELEMENT REQUIRED PROVIDED 1 HOUR BEARING WALLS - EXTERIOR 1 HOUR BEARING WALLS - INTERIOR 1 HOUR NON-BEARING WALLS - INT. NONE NONE FLOOR CONSTRUCTION 1 HOUR ROOF CONSTRUCTION 1 HOUR 1 HOUR 1 HOUR 1 HOUR 1 HOUR 1 HOUR SHAFT / STAIRWAY 1 HOUR 1 HOUR CBC 602 TYPE V-A 1 HOUR FIRE RATED CONSTRUCTION - RESIDENTIAL DWELLING UNITS (ALL LEVELS). TYPE I-A 1 HOUR FIRE RATED CONSTRUCTION - SUBTERRANEAN PARKING LEVEL TYPE OF CONSTRUCTION CBC 703.7 FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING, SUCH IDENTIFICATION SHALL: 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES. 2. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND 3. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8" STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" OR OTHER WORDING. EXCEPTION: WALLS IN GROUP R-2 OCCUPANICES THAT DO NOT HAVE A REMOVABLE DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE. MARKING AND IDENTIFICATION CBC 903 AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED FOR FIRE AREAS CONTAINING GROUP A-3 OCCUPANCIES PER C.B.C. 903.2.1.3 AUTOMATIC SPRINKLER SYSTEM AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL BE PROVIDED THROUHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA. AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED FOR S-2 ENCLOSED PARKING GARAGES PER C.B.C. 903.2.10 PROVIDE A FULL NFPA 13 AUTOMATIC SPRINKLER SYSTEM PER C.B.C. 903.3 NET SQUARE FEET A G CONDITIONED SPACE UNIT B C D E F H J J1 K L M N K1 C1 P Q R # OF UNITS 5 4 2 2 1 2 2 2 2 1 1 1 2 2 2 2 1 2 37TOTAL 1 1,575 1,355 1,414 1,374 1,358 760 759 1,134 1,472 1,679 1,694 1,360 1,385 1,350 1,258 782 785 568 1,432 7,875 5,420 2,828 2,748 1,358 1,520 1,518 2,268 2,944 1,679 1,694 1,360 1,385 2,700 2,516 2,864 1,564 785 1,136 46,162 RETAIL 1 2,621 1,184RETAIL 2 3,805 FLOOR AREA RATIO RETAIL INTENSITY (FAR) 49,967/51,940 SF = 96.2% TOTAL 49,967GRAND TOTAL RESIDENTIAL UNITS NET SQUARE FEET A G UNIT B C D E F H J J1 K L M N K1 C1 P Q R # OF UNITS 5 4 2 2 1 2 2 2 2 1 1 1 2 2 2 2 1 2 37TOTAL 1 DECK/PATIO 1,575 1,355 1,414 1,374 1,358 760 759 1,134 1,472 1,679 1,694 1,360 1,385 1,350 1,258 782 785 568 1,432 BEDROOMS BATHROOMS DEN 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 1 2 3 2 2 2 2 1 1 2 2 2 2 2 2 2 2 1 1 1 2 1 1 1 1 1 1 1 - 1 1 1 1 - 1 1 - - - 1 256 109 211-219 194-212 135 93 91 84 129 97 97 + 483 126 + 329 126 132 134 110 - 71 110 UNIT MATRIX ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 12" = 1'-0" 10 / 1 7 / 2 0 2 2 2 : 2 1 : 2 5 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A0.02 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 DEVELOPMENT STANDARDS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 NO. DATE DESCRIPTION W /D W /D W /D W/D W/D W/DW/D W/D W/D W/ D W/D W/D W/ D W/D W / D W/D W/D W/D W/D W/D W/D W/D W/D W/DW/D W /D W/D W/D W/D W/ D W/D W / D W/D W/D W/D W /D W /D DN DN DN Building Area Legend ABC Patio Corridor 1 Corridor 2 Corridor 3 Corridor 4 Courtyard Deck Lobby Patio Residential Retail 1 Retail 2 Utilities RETAIL 2RETAIL 1 LOBBY UTILITIES CORRIDOR 2 ABC PATIO CORRIDOR 1 COURTYARD CORRIDOR 3 CORRIDOR 4 658 SF. 246 SF. 343 SF. 285 SF. 354 SF. 7,022 SF. 999 SF. 828 SF. 697 SF. 21,680 SF. 2,804 SF. 1,269 SF. 290 SF. ***** * **** *INCLUDED IN CALCS ON A0.02 Building Area Legend Corridor 1 Level 2 Corridor 2 Level 2 Deck Level 2 Residential Level 2 CORRIDOR 1 CORRIDOR 2 1,488 SF. 1,069 SF. 2,416 SF. 27,024 SF. ** * Building Area Legend Residential Roof Roof Deck 775 SF. 2,379 SF.* ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 3/64" = 1'-0" 10 / 1 7 / 2 0 2 2 2 : 2 2 : 0 9 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A0.04 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 PROJECT INFORMATION/SF EXHIBITS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 NO. DATE DESCRIPTION GROUND LEVEL/PODIUM LEVEL ROOF LEVEL 2 W /D W /D W /D W/D W/D W/DW/D W/D W/D W/D W/D W/D W/D W/D W / D DN UP T +32"TW +32"TW +40"TW +20"TW +32"TW +40"TW +16"FG +32"TW +20"TW +6" +12" +40"TW +40"TW+40"TW +6" +6" +40"TW +40"TW +40"TW +40"TW +40"TW +32"TW +32"TW +32"TW +32"TW +32"TW +32"TW +20"TW +32"TW +32"TW +20"TW W/D W/D W/D W/D W/D W/D W/D W/D W/DW/D W /D W/D W/D W/D W/D W/D W / D W/D W/D W/D W /D W /D DN DN DN DN ℄ 7'-9" 1'-10 1/2" 3'- 1 1 " RETAIL 1 RETAIL 2 ℄ 6 '- 8 " 126 SF. 109 SF. 108 SF. 96 SF. 91 SF. 147 SF. 147 SF. 147 SF. 147 SF. 147 SF. 153 SF. 93 SF. 84 SF. 110 SF.110 SF. 71 SF. 229 SF. 154 SF.154 SF. 206 SF. 6,585 SF. 1,300 SF. 3'- 4 " 40 " 15'-2 3/4" 14'-8 1/4" 2 '-9 " 1 '- 3 " 4'-11 203/256" 84 SF. 93 SF. 91 SF. 126 SF. 109 SF. 108 SF. 97 SF. 134 SF.132 SF. 129 SF. 110 SF. 219 SF.194 SF.211 SF.112 SF. 135 SF. 256 SF. 256 SF. 256 SF. 256 SF. 263 SF. 329 SF. 483 SF. OPEN SPACE TABULATION TOTAL PRIVATE OPEN SPACE MIN. PRIVATE O.S. PER UNIT 0 SF. AVERAGE PRIVATE PER UNIT 6,847 SF. MIN. DECK DIMENSION 6'-4" TOTAL COMMON OPEN SPACE 6,585 SF. TOTAL PUBLIC OPEN SPACE 1,300 SF. ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 2 2 : 5 2 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A0.06 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 OPEN SPACE DIAGRAMS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 NO. DATE DESCRIPTION GROUND LEVEL/PODIUM LEVEL ROOF LEVEL 2 UP UP C C C C C C C C M1 M2 M3 M4 EV 2 A3.00 1 A3.01 2 A3.01 1 A3.02 2 A3.02 1 A3.03 ELECT 2 G006 MPOE G007 MECH VENTILATION G005 STAIR #1 126 ELECT 1 G003 RESIDENT TRASH G002 ELEV.2 128 STAIR #2 127 STAIR #3 129 1 A6.01 4 A6.01 1 A6.11 1 A6.31 1 A6.21 ELEV.1 121 G09 G03 G03 G19 G10 G11 G20 G02 5'-0" 8'-0" 1 6 '-0 " 8 '-0 " C FLOOR DRAIN (NUISANCE WATER) 8 8 8 8 5'- 0 " 1 0 " 2 A3.04 3 A3.04BUILDING STORAGE G114 ELEVATOR MACHINE 132 BIKE ROOM 131 ELEVATOR MACHINE 2 130 101 1 A3.04 2 A3.03 G01 G06 G08 G07 G13 G14 G17 G12 G21 G18 G22 106 003 002 105 8'- 0 " 130 131 111 112 112 112 STORAGE 133 356.83 107 109 114 102 122 102 G05 7'-2 3/8" 3'-4" 19 ' - 0 " PRIVATE STORAGE 2 G008 PRIVATE STORAGE 1 G004 B1 A1 A1 A2 B1 A2 B1 B1 A1 A2 A1 B1 A2 A1 A2 233'-10" 1 4 1 '-4 " 1 8 '- 2 " 63 ' - 4 " 76'-6 1/2"26'-0 1/2" 4'-6"101'-4"21'-9" 8'-4" 25'-5" 5'-11" 269'-10" WALL LEGEND RESIDENTIAL PARKING INFORMATION FIRE EXTINGUISHER CABINET. CABINET CAN'T EXTEND MORE THAN 4" BETWEEN 27" AND 80" PER CBC 11B-307.2 GARAGE LEGEND FUTURE ELECTRIC VEHICLE CHARGING STATION -REFER TO EVERCHARGE DRAWINGS FOR EV LOCATIONS EV C COMPACT STALLS 8'-0" X 16'-0" DENOTES AREA OF DETECTABLE WARNING SURFACE REFER TO 7/A0.20 DENOTES MINIMUM 8'-2" HEAD HEIGHT CLEARANCE PARKING STALL SIZE REQUIREMENTS PER CODE STANDARD STALL SIZE:19' x 9' TANDEM STALL SIZE:38' X 19' COMPACT STALL SIZE:16' x 8' PARKING REQUIREMENTS (DANVILLE MUNICIPAL CODE 32-45.34): 1 BED 6 UNITS 1.5/UNIT 9 SPACES 2 BED 31 UNITS 2/UNIT 62 SPACES GUEST 31 UNITS 0.25/UNIT 8 SPACES RESIDENTIAL PARKING REQUIRED:79 SPACES RESIDENTIAL PARKING STALLS PROVIDED: 24 STANDARD STALLS 9 COMPACT STALLS 46 TANDEM STALLS 79 STALLS TOTAL TANDEM RATIO:58.2% EV CHARGING SPACES REQUIRED: CGBSC 4.106.4.2.1: .....10% OF THE TOTAL NUMBER OF PARKING SPACES SHALL BE EV. REQUIRED 79 SPACES X .10 = 7.9 or 8 4.106.4.2.2 ONE IN EVERY 25 EV STALLS.....SHALL HAVE AN 8-FOOT WIDE MINIMUM AISLE. FUTURE EV CHARGING SPACES : FUTURE EV SPACES: 8 STALLS including 1 EV VAN ACCESSIBLE SPACE ACCESSIBLE SPACES REQUIRED CBC 1109A.3:ACCESSIBLE PARKING SPACES SHALL BE PROVIDED AT A MINIMUM RATE OF 2 PERCENT OF THE ... DWELLING UNITS. CBC 1109A.4:WHEN ASSIGNED PARKING SPACES ARE PROVIDED...AT LEAST 2 PERCENT OF THE ASSIGNED PARKING SPACES SHALL BE ACCESSIBLE... REQUIRED SPACES PER CBC 1109.A.4:79 STALLS X 2% = 2 STALLS ACCESSIBLE SPACES PROVIDED: (3) HC STALLS including 2 HC VAN STALLS PRIVATE RESIDENTIAL STORAGE SPACE PRIVATE STORAGE PROVIDED 1324 SF. BICYCLE PARKING : BICYCLE PARKING PROVIDED:32 MOTORCYCLE PARKING : MOTORCYCLE PARKING PROVIDED: 4 PRIVATE STORAGE LOCKERS APPROX. 5' x 5' TYP. 22 A8.10A18" CMU WALL B1 5.5" METAL STUD WALL 17 A8.10 C1 1-HOUR 2x6 WOOD STUD WALL - EXTERIOR 5 A8.10 C2 1-HOUR 2x4 WOOD STUD WALL - EXTERIOR C3 2x6 WOOD STUD WALL - INTERIOR C4 2x4 WOOD STUD WALL - INTERIOR D1 1-HOUR UNIT DEMISING WALL 3 A8.10 F1 1-HOUR WALL AT STAIRS AND ELEVATOR 29 A8.10 G1 30 A8.10SKID/FURRING WALL 8 A8.10 1 A8.10 1-HOUR AT BEARING WALLS - VERIFY W/ STRUCTURAL 5 A8.10 8 A8.10 10 A8.10 1 A8.10 1-HOUR AT BEARING WALLS - VERIFY W/ STRUCTURAL 10 A8.10 9 A8.10 9 A8.10 E1 1-HOUR WALL AT CORRIDOR 4 A8.10 23 A8.10A28" MINIMUM CONCRETE WALL ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 2 3 : 3 8 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A1.10 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 GARAGE PLAN 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 KEYNOTES 002 ROLLING GATE 003 FLOOR DRAIN FOR NUISANCE WATER 101 PROPERTY LINE 102 LINE OF BUILDING ABOVE 105 PROVIDE DETECTABLE WARNING (TRUNCATED DOMES) PER DETAIL 7/A0.20 PER C.B.C. 11B-705.1.1 106 BIKE RACKS 107 TRASH BIN PROVIDED BY OTHERS, 3 YARD BIN, 47" X 82" 109 PAINT ENTIRE INTERIOR OF GARAGE WHITE INCLUDING COLUMNS AND CEILING 111 TRENCH DRAIN REFER TO PLUMBING PLAN 112 COLUMN PER STRUCTURAL 114 LIFTMASTER ELITE SERIES SLIDE GATE OPERATOR MODEL #SL3000 122 LINE OF 5-1/2" SLAB DEPRESSION FOR TOPPING SLAB ABOVE 130 BOILER - REFER TO PLUMBING DRAWINGS 131 STORAGE TANK - REFER TO PLUMBING DRAWINGS NO. DATE DESCRIPTION W /D W /D W /D W/D W/D W/DW/D W/D W/D W/D W/ D W/D W/D W/D W / D DN UP T +32"TW +32"TW +40"TW +20"TW +32"TW +40" TW +16"FG +32"TW +20"TW +6" +1 2" +40"TW +40"TW+40"TW +6" +6" +40"TW +40"TW +40" TW +40" TW +40"TW +32" TW +32"TW +32" TW +32" TW +32"TW +32" TW +20" TW +32"TW +32"TW +20" TW 1 A2.00 2 A2.00 1 A 2 .0 1 2 A2.01 1 A2.10 1 A 2 .1 1 2 A2.11 2 A2.10 3 A2.10 4 A2.10 2 A3.00 1 A3.01 2 A3.01 1 A3.02 2 A3.02 1 A3.03 3 A3.11 112 A4.09 UNIT J 111 A4.02 UNIT B 110 A4.02 UNIT B 109 A4.11 UNIT K 108 A4.06 UNIT F 113 A4.08 UNIT H 114 A4.13 UNIT L 115 A4.14 UNIT M 116 A4.16 UNIT N 117 A4.15 UNIT P 118 A4.18 UNIT Q 119 A4.19 UNIT R 120 A4.19 UNIT R RETAIL 125 ELEV.1 121 OPEN LOBBY 123 PARCEL RM. 122 STAIR #1 126 STAIR #2 127 STAIR #3 129 ELEV.2 128 2 A6.01 5 A6.01 2 A6.11 2 A6.21 2 A6.31 STAIR #4 130 1 A6.41 RETAIL TRASH 133 UTILITY 134 ℄ 7'-9" 3' - 1 1 " 2 A3.04 3 A3.04 1 A3.04 2 A3.03 154 155 156 165 100 150 153 103 05 02 05 05 05 05 102 02 02 02 02 02 05 05 05 0303 02 02 01 05 05 01 01 01 01 02 05 10 10 10 10 10 H G G HH H H H H H H H H H H H I II H H G D H D BBBB G G G H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H HH HH HH H H H H H H H H H H H H H H H H H H H H H HH H HH H H H 105 106 107 104 02 02 02 03 HH H H H H SF1 SF2 SF1 SF2.1 SF5 SF4 108 108 IDF 138 03 IDF 137 101 A4.07 UNIT G 102 A4.05 UNIT E H H 152 ABC PATIO 137 151 ℄ 6 '- 8 " 119 146 121 SF3 RETAIL 136 2 A3.10 3 A3.12 2 A3.14 4 A3.16 4 A3.18 4 A3.19 101 107 102 102 070 3 A3.10 2 A3.11 2 A3.13 2 A3.12 4 A3.13 4 A3.14 2 A3.154 A3.15 2 A3.16 2 A3.17 4 A3.17 2 A3.18 4 A3.20 2 A3.21 2 A3.22 4 A3.21 4 A3.22 2 A3.23 4 A3.23 2 A3.24 3 A 2 .0 0 2 A3.20 3 A2.11 2 A3.19 H H ℄EQ EQ 1 A5.10 5'-0" 157 SF3 107 A4.01 UNIT A 106 A4.01 UNIT A 105 A4.01 UNIT A 104 A4.01 UNIT A 103 A4.01 UNIT A 210'-11 1/2" 40'-2 1/2" 1" 23'-11" 1" 20'-6" 1" 20'-6" 1" 20'-6" 1" 20'-6" 1" 20'-6" 1" 24'-6" 19'-3" 151'-9 1/2" 9'-2" 6'-6 1/2"75'-7 1/2" 1" 3'-11" 26'-9 1/2" 27'-11 1/2" 14'-9 3/8" 3'-0" 11'-0" 3'-0" 28'-3" 3'-0" 11'-0" 3'-0" 13'-5" 5'-9" 24'-6" 5'-9" 7'-5" 4'-0" 13'-11" 1 '-1 1 1 /2 " 1 4 2 '-1 1 " 3 7 '-1 0 1 /2 " 1 " 3 5 '-5 1 /2 " 1 " 3 5 '-5 1 /2 " 1 " 3 5 '-1 0 " 76'-6 1/2" 43'-11" 1 1/2" 20'-6 1/2" 44 ' - 8 " 5'- 0 " 2 7 '-8 1 /2 " 15'-1 1/2" 21'-4" 23'-6" C1 A1 D1 F1 F1 E1 C1 H 30 ' - 0 " 1" 35 ' - 6 1 / 2 " 10 ' - 9 " 5 '- 6 " 7'-5" 5'-11" 4' - 4 " C1 C3 D1 D1 F1 D1 D1 D1 C1 C1 C1 C1 C1 C1 C1 C1 F1 WALL LEGEND GENERAL NOTES 1. REFER TO UNIT PLANS FOR UNIT INFORMATION NOT SHOWN. 2. LIGHT FIXTURE SPECIFICATIONS TO BE VERIFIED WITH INTERIOR DESIGNER AND ELECTRICAL ENGINEER DRAWINGS. 3. REFER TO MECHANICAL ENGINEER DRAWINGS FOR MECHAINCAL VENT AND EXHAUST INFORMATION. 4. ALL DIMENSION ARE TO FACE OF WOOD STUD, FACE OF METAL STUD, FACE OF CONCRETE AND MASONRY AND CENTERLINE OF GRIDLINES UNLESS NOTED OTHERWISE. 5. REFER TO FIRE PROTECTION DRAWINGS FOR STANDPIPES AND FIRE SPRINKLERS. UNIT PLAN CALL OUT UNIT TYPE UNIT NUMBER PER PLAN LOCATION SHEET OF ENLARGED UNIT PLAN BUILDING PLAN LEGEND SEE SHEET A7.00 AND A7.01 FOR DOOR SCHEDULE, LEGEND AND NOTES DOOR TAG 2104A WINDOW TAG SEE SHEET A7.10 FOR WINDOW SCHEDULE, LEGEND AND NOTESA REFER TO SHEET A4.0A FOR DWELLING UNIT ACCESSIBILTY REQUIREMENTS KEYNOTE NUMBER, REFER TO KEYNOTE LEGEND BELOW KEYNOTE TAG 201 EMERGENCY ESCAPE AND RESCUE WINDOW TAG INDICATES MINIMUM SIZED WINDOW FOR EMERGENCY ESCAPE AND RESCUE - MINIMUM SIZE TO BE 5.7 SQUARE FEET, MINIMUM DIMENSIONS TO BE 24 INCHES TALL BY 20 INCHES WIDE. MAXIMUM HEIGHT FROM FINISHED FLOOR TO BE 44 INCHES. 22 A8.10A18" CMU WALL B1 5.5" METAL STUD WALL 17 A8.10 C1 1-HOUR 2x6 WOOD STUD WALL - EXTERIOR 5 A8.10 C2 1-HOUR 2x4 WOOD STUD WALL - EXTERIOR C3 2x6 WOOD STUD WALL - INTERIOR C4 2x4 WOOD STUD WALL - INTERIOR D1 1-HOUR UNIT DEMISING WALL 3 A8.10 F1 1-HOUR WALL AT STAIRS AND ELEVATOR 29 A8.10 G1 30 A8.10SKID/FURRING WALL 8 A8.10 1 A8.10 1-HOUR AT BEARING WALLS - VERIFY W/ STRUCTURAL UNIT X 101 A4.xx FIRE EXTINGUISER CABINET, REFER TO 2&3/A9.03 & 7/A0.21 5 A8.10 8 A8.10 10 A8.10 1 A8.10 1-HOUR AT BEARING WALLS - VERIFY W/ STRUCTURAL 10 A8.10 9 A8.10 9 A8.10 E1 1-HOUR WALL AT CORRIDOR 4 A8.10 23 A8.10A28" MINIMUM CONCRETE WALL ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 2 4 : 3 0 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A1.21 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 OVERALL 1ST FLOOR PLAN 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 3/32" = 1'-0"1OVERALL 1ST FLOOR PLAN KEYNOTES 070 SHAFT FOR GARAGE EXHAUST 101 PROPERTY LINE 102 LINE OF BUILDING ABOVE 107 TRASH BIN PROVIDED BY OTHERS, 3 YARD BIN, 47" X 82" 108 ROLL DOWN SMOKE DOOR, REFER TO SPECIFICATIONS FOR MORE INFORMATION 119 GAS METER LOCATION, PER DRY UTILITY PLANS 121 FIRE DEPARTMENT CONNECTION (FDC) 146 4'-0" CONCRETE WALKWAY REFER TO LANDSCAPE DRAWINGS NO. DATE DESCRIPTION W/D W/D W/D W/D W/D W/D W/D W/D W/DW/D W /D W/D W/D W/D W/D W/D W / D W/D DN W/D W/D W /D W /D 1 A2.00 1 A 2 .0 1 2 A2.01 1 A2.10 1 A 2 .1 1 2 A2.11 2 A2.10 3 A2.10 4 A2.10 2 A3.00 1 A3.01 2 A3.01 1 A3.02 2 A3.02 1 A3.03 3 A3.11 201 A4.07 UNIT G 202 A4.05 UNIT E 103 A4.01 UNIT A 104 A4.01 UNIT A 105 A4.01 UNIT A 106 A4.01 UNIT A 107 A4.01 UNIT A 203 A4.06 UNIT F 207 A4.10 UNIT J1 208 A4.08 UNIT H 209 A4.13 UNIT L 210 A4.14 UNIT M 211 A4.16 UNIT N 212 A4.15 UNIT P 213 A4.03 UNIT C 215 A4.03 UNIT C 217 A4.03 UNIT D STAIR #1 218 STAIR #2 220 STAIR #3 222 ELEV.2 221 3 A6.01 6 A6.01 ELEV.1 219 3 A6.11 3 A6.21 3 A6.31 STAIR #4 223 EGRESS BALCONY #2 224 2 A6.41 214 A4.03 UNIT C1 216 A4.03 UNIT C1 204 A4.11 UNIT K1 3 A3.04 206 A4.02 UNIT B 205 A4.02 UNIT B 2 A3.03 02020202 203 02 02 02 202 02 02 02 201 02 05 05 02 02 200 0505 05 05 05 05 05 D D D D E A E E D H E E E E D E EEE E E E D E A A A D D D D D D D D D E E E E E E E E E E E E E E E E E E E E E E E E E E EE EE E E E E E E E E E E E E E E E E E E E E EE E E EE E E E E E E E E E E EE E EE E E E E E E E EE 205 204 227 05 0505 2 '-9 " 108 IDF 225 05 05 05 E E E E E E E E E E IDF EGRESS BALCONY #1 E A E E E E A E E J J J J J J J J J J J J J J J J J J E E 02 02 02 03 1 '- 3 " 2 A3.10 3 A3.12 2 A3.14 4 A3.16 4 A3.18 4 A3.19 102 101 02 3 A3.10 2 A3.11 2 A3.13 2 A3.12 4 A3.13 4 A3.14 2 A3.15 4 A3.15 2 A3.16 2 A3.17 4 A3.17 2 A3.18 4 A3.20 2 A3.21 2 A3.22 4 A3.21 4 A3.22 2 A3.23 4 A3.23 2 A3.24 3 A 2 .0 0 2 A3.20 3 A2.11 2 A3.19 E E - --- 139139 05 070 ℄ 210'-8 15/16" ℄ ℄ ℄ ℄ ℄ ℄ 39'-11 15/16" 1" 23'-11" 1" 20'-5 1/4" 1 3/4" 20'-5 1/4" 1 3/4" 20'-5 1/4" 1 3/4" 20'-5 1/4" 1 3/4" 20'-5 1/4" 1 3/4" 24'-6" 19'-3" 1 4 5 '-0 1 /2 " 3 6 '-0 " 1 " 3 5 '-5 1 /2 " 1 " 3 5 '-5 1 /2 " 1 " 3 7 '-1 0 1 /2 " 253'-3" 25'-0 1/2"30'-6" 1" 30'-4" 1" 30'-4" 1" 30'-4" 1" 29'-10" 43'-11" 1 1/2" 20'-6 1/2" 11'-11 1/2" 2 4 '- 1 0 1 / 2 " 12 ' - 1 1 " 13 ' - 5 " 11 ' - 1 1 1 / 2 " 15 ' - 4 " 38'-5" 1" 29'-9" 1" 34'-10" 9'- 5 1 / 2 " 46 ' - 7 " 3' - 7 1 / 2 " 8' - 6 " 6'- 0 " 8' - 6 " 5 '- 6 " 7'-5" 5'-11" 5'-11" C1 D1 F1 C1 C1 F1 F1 E1 C1 DD D1 C1 F1 C1 D1 C1 F1 F1 C1 C1 C1 C1 WALL LEGEND GENERAL NOTES 1. REFER TO UNIT PLANS FOR UNIT INFORMATION NOT SHOWN. 2. LIGHT FIXTURE SPECIFICATIONS TO BE VERIFIED WITH INTERIOR DESIGNER AND ELECTRICAL ENGINEER DRAWINGS. 3. REFER TO MECHANICAL ENGINEER DRAWINGS FOR MECHAINCAL VENT AND EXHAUST INFORMATION. 4. ALL DIMENSION ARE TO FACE OF WOOD STUD, FACE OF METAL STUD, FACE OF CONCRETE AND MASONRY AND CENTERLINE OF GRIDLINES UNLESS NOTED OTHERWISE. 5. REFER TO FIRE PROTECTION DRAWINGS FOR STANDPIPES AND FIRE SPRINKLERS. UNIT PLAN CALL OUT UNIT TYPE UNIT NUMBER PER PLAN LOCATION SHEET OF ENLARGED UNIT PLAN BUILDING PLAN LEGEND SEE SHEET A7.00 AND A7.01 FOR DOOR SCHEDULE, LEGEND AND NOTES DOOR TAG 2104A WINDOW TAG SEE SHEET A7.10 FOR WINDOW SCHEDULE, LEGEND AND NOTESA REFER TO SHEET A4.0A FOR DWELLING UNIT ACCESSIBILTY REQUIREMENTS KEYNOTE NUMBER, REFER TO KEYNOTE LEGEND BELOW KEYNOTE TAG 201 EMERGENCY ESCAPE AND RESCUE WINDOW TAG INDICATES MINIMUM SIZED WINDOW FOR EMERGENCY ESCAPE AND RESCUE - MINIMUM SIZE TO BE 5.7 SQUARE FEET, MINIMUM DIMENSIONS TO BE 24 INCHES TALL BY 20 INCHES WIDE. MAXIMUM HEIGHT FROM FINISHED FLOOR TO BE 44 INCHES. 22 A8.10A18" CMU WALL B1 5.5" METAL STUD WALL 17 A8.10 C1 1-HOUR 2x6 WOOD STUD WALL - EXTERIOR 5 A8.10 C2 1-HOUR 2x4 WOOD STUD WALL - EXTERIOR C3 2x6 WOOD STUD WALL - INTERIOR C4 2x4 WOOD STUD WALL - INTERIOR D1 1-HOUR UNIT DEMISING WALL 3 A8.10 F1 1-HOUR WALL AT STAIRS AND ELEVATOR 29 A8.10 G1 30 A8.10SKID/FURRING WALL 8 A8.10 1 A8.10 1-HOUR AT BEARING WALLS - VERIFY W/ STRUCTURAL UNIT X 101 A4.xx FIRE EXTINGUISER CABINET, REFER TO 2&3/A9.03 & 7/A0.21 5 A8.10 8 A8.10 10 A8.10 1 A8.10 1-HOUR AT BEARING WALLS - VERIFY W/ STRUCTURAL 10 A8.10 9 A8.10 9 A8.10 E1 1-HOUR WALL AT CORRIDOR 4 A8.10 23 A8.10A28" MINIMUM CONCRETE WALL ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 2 4 : 5 4 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A1.31 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 OVERALL 2ND FLOOR PLAN 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 3/32" = 1'-0"1OVERALL 2ND FLOOR PLAN KEYNOTES 070 SHAFT FOR GARAGE EXHAUST 101 PROPERTY LINE 102 LINE OF BUILDING ABOVE 108 ROLL DOWN SMOKE DOOR, REFER TO SPECIFICATIONS FOR MORE INFORMATION 139 EXHAUST SHAFT FOR RETAIL BELOW 227 48"x48" ROOF HATCH SEE DETAIL NO. DATE DESCRIPTION W/D W/D W/D W/D W/D W /D W /D W /D W/DW/D W/D W/DW/D W/DW/D W/DW/D W/ D W/ D W /D W/DW/D W/DW/D W/DW/D W/DW/D W/DW/D W / D W / D W/D W/ D W/ D W /D W /D DN DN DN ROOF PLAN NOTES ROOF PLAN LEGEND STAIRWAY TO ROOF IN BUILDINGS FOUR OR MORE STORIES ABOVE GRADE PLANE, ONE STAIRWAY SHALL EXTEND TO THE ROOF SURFACE UNLESS THE ROOF HAS A SLOPE STEEPER THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL. IN BUILDINGS WITHOUT AN OCCUPIED ROOF ACCESS TO THE ROOF FROM THE TOP STORY SHALL BE PERMITTED TO BE BY AN ALTERNATING TREAD DEVICE, A SHIP’S LADDER OR A PERMANENT LADDER. IN BUILDINGS WITHOUT AN OCCUPIED ROOF, ACCESS TO THE ROOF SHALL BE PERMITTED TO BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE FEET IN AREA AND HAVING A MINIMUM DIMENSION OF 2 FEET. OCCUPIED ROOFS THERE ARE NO COMMON AREAS AT THE ROOFS. ROOF COVERING CLASSIFICATION ROOF ASSEMBLIES TO BE CLASS-B MINIMUM PER CBC TABLE 1505.1 ROOF INSULATION ROOF INSULATION PER TITLE 24 REPORT ROOF TOP EQUIPMENT ROOF TOP EQUIPMENT TO HAVE INDIVDUIAL PLATFORMS, REFER TO DETAIL 7/A8.60 - VERIFY PLATFORM DIMENSIONS AND MINIMUM DIMENSIONS WITH EQUIPMENT MANUFACTURER, ALIGN TOP OF ALL SIMILAR EQUIPMENT. INDICATES DIRECTION OF ROOF SLOPE - 1/4" PER FOOT TYPICAL INDICATES SOLAR ZONE AREA AS REQUIRED BY 2019 CALIFORNIA ENERGY CODE SECTION 110.10 (B) REFER TO ROOF PLAN FOR AREA CALCULATIONS PARAPET HEIGHT TAKEN FROM FINISH GRADE SOLAR ZONE MINIMUM SOLAR ZONE AREA. THE SOLAR ZONE SHALL HAVE A MINIMUM TOTAL AREA AS DESCRIBED BELOW. THE SOLAR ZONE SHALL COMPLY WITH ACCESS, PATHWAY, SMOKE VENTILATION AND SPACING REQUIREMENTS AS SPECIFIED IN TITLE 24, PART 9 OR OTHER PARTS OF TITLE 24 OR IN ANY REQUIREMENTS ADOPTED BY A LOCAL JURISDICTION. THE SOLAR ZONE TOTAL AREA SHALL BE COMPRISED OF AREAS THAT HAVE NO DIMENSION LESS THAN FIVE FEET AND ARE NO LESS THAN 80 SQUARE FEET EACH FOR BUILDINGS WITH ROOF AREAS LESS THAN OR EQUAL TO 10,000 SQUARE FEET OR NO LESS THAN 160 SQUARE FEET EACH FOR BUILDINGS WITH ROOF AREAS GREATER THAN 10,000 SQUARE FEET. THE SOLAR ZONE SHALL BE LOCATED ON THE ROOF OR OVERHANG OF THE BUILDING OR ON THE ROOF OR OVERHANG OF ANOTHER STRUCTURE LOCATED WITHIN 250 FEET OF THE BUILDING OR ON COVERED PARKING INSTALLED WITH THE BUILDING PROJECT, AND SHALL HAVE A TOTAL AREA NO LESS THAN 15 PERCENT OF THE TOTAL ROOF AREA OF THE BUILDING EXCLUDING ANY SKYLIGHT AREA. THE SOLAR ZONE REQUIREMENT IS APPLICABLE TO THE ENTIRE BUILDING, INCLUDING MIXED OCCUPANCY. ANY OBSTRUCTION, LOCATED ON THE ROOF OR ANY OTHER PART OF THE BUILDING THAT PROJECTS ABOVE A SOLAR ZONE SHALL BE LOCATED AT LEAST TWICE THE DISTANCE, MEASURED IN THE HORIZONTAL PLANE, OF THE HEIGHT DIFFERENCE BETWEEN THE HIGHEST POINT OF THE OBSTRUCTION AND THE HORIZONTAL PROJECTION OF THE NEARESTPOINT OF THE SOLAR ZONE, MEASURED IN THE VERTICAL PLANE. EXCEPTION: ANY ROOF OBSTRUCTION, LOCATED ON THE ROOF OR ANY OTHER PART OF THE BUILDING, THAT IS ORIENTED NORTH OF ALL POINTS ON THE SOLAR ZONE. FLAT ROOF VENT -ACME CONE GRAVITY VENT -REFER TO 3/A9.10 NET FREE VENTILATION AREA: 576 SQ. IN. O'HAGIN LOW PROFILE ROOF VENT NET FREE VENTILATION AREA: 97.5 SQ. IN. INDICATES SOLAR ZONE AREA AS REQUIRED BY 2016 CALIFORNIA ENERGY CODE SECTION 110.10 (B) DENOTES WALKWAY PADS ROOF DRAIN -REFER TO DETAIL 4/A9.10 SOLAR READY CALCULATION ROOF AREA:16,806 SF. SOLAR MIN. REQUIRED:15% SOLAR READY AREA PROVIDED:2,521 SF. VENTILATION CALCULATION SLOPED ROOF AREA 1 ROOF ATTIC AREA: 4,034 SF. = 580,896 SI.IN. CALCULATION FACTOR:1/300 MIN. REQUIRED VENTILATION: 1,937 SI. VENTILATION PROVIDED 1,944 SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA O'HAGIN LOW-PROFILE VENT 72 SQ. IN. X 27 = 1,944 SI. SLOPED ROOF AREA 2 ROOF ATTIC AREA: 1,835 SF. = 264,240 SI.IN. CALCULATION FACTOR:1/300 MIN. REQUIRED VENTILATION: 881 SI. VENTILATION PROVIDED 936 SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA O'HAGIN LOW-PROFILE VENT 72 SQ. IN. X 13 = 936 SI. SLOPED ROOF AREA 3 ROOF ATTIC AREA: 2,942 SF. = 423,648 SI.IN. CALCULATION FACTOR:1/300 MIN. REQUIRED VENTILATION: 1,413 SI. SI. VENTILATION PROVIDED 1,440 SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA O'HAGIN LOW-PROFILE VENT 72 SQ. IN. X 20 = 1,440 SI. SLOPED ROOF AREA 4 ROOF ATTIC AREA: 3,511 SF. = 505,584 SI. CALCULATION FACTOR:1/300 MIN. REQUIRED VENTILATION: 1,686 SI. VENTILATION PROVIDED 1,728 SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA O'HAGIN LOW-PROFILE VENT 72 SQ. IN. X 24 = 1,728 SI. SLOPED ROOF AREA 5 ROOF ATTIC AREA: 1,845 SF. = 265,680 SI. CALCULATION FACTOR:1/300 MIN. REQUIRED VENTILATION: 886 SI. VENTILATION PROVIDED 936 SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA O'HAGIN LOW-PROFILE VENT 72 SQ. IN. X 13 = 936 SI. SLOPED ROOF AREA 6 ROOF ATTIC AREA: 997 SF. =143,568 SI. CALCULATION FACTOR:1/300 MIN. REQUIRED VENTILATION: 479 SI. VENTILATION PROVIDED 504 SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA O'HAGIN LOW-PROFILE VENT 72 SQ. IN. X 7 = 504 SI. SLOPED ROOF AREA 7 ROOF ATTIC AREA: 917 SF. = 132,048 SI. CALCULATION FACTOR:1/300 MIN. REQUIRED VENTILATION: 441 SI. VENTILATION PROVIDED 504 SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA O'HAGIN LOW-PROFILE VENT 72 SQ. IN. X 7 = 504 SI. SLOPED ROOF AREA 8 ROOF ATTIC AREA: 159 SF. = 22,896 SI CALCULATION FACTOR:1/300 MIN. REQUIRED VENTILATION: 77 SI. VENTILATION PROVIDED 144 SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA O'HAGIN LOW-PROFILE VENT 72 SQ. IN. X 2 = 144 SI. SLOPED ROOF AREA 9 ROOF ATTIC AREA: 87 SF. =12,528 SI. CALCULATION FACTOR:1/300 MIN. REQUIRED VENTILATION: 42 SI. VENTILATION PROVIDED 72 SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA O'HAGIN LOW-PROFILE VENT 72 SQ. IN. X 1 = 72 SI. FLAT ROOF AREA 10 ROOF ATTIC AREA: 5,279 SF. = 760,176 SI. CALCULATION FACTOR:1/150 MIN. REQUIRED VENTILATION: 5,068 SI. VENTILATION PROVIDED 5,184 SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA ACME CONE GRAVITY VENT 576 SQ. IN. X 9 = 5,184 SI. FLAT ROOF AREA 11 ROOF ATTIC AREA: 8,633 SF. = 1,243,152 SI. CALCULATION FACTOR:1/150 MIN. REQUIRED VENTILATION: 8,288 SI. VENTILATION PROVIDED 8,064 SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA ACME CONE GRAVITY VENT 576 SQ. IN. X 14 = 8,064 SI. FLAT ROOF AREA 12 ROOF ATTIC AREA: 2,800 SF. = 403,200 SI. CALCULATION FACTOR:1/150 MIN. REQUIRED VENTILATION: 2,688 SI. VENTILATION PROVIDED 2,880 SI. SI. VENTILATION TYPE FREE AREA QUANTITY FREE AREA ACME CONE GRAVITY VENT 576 SQ. IN. X 5 = 2,880 SI. 1 A2.00 1 A 2 .01 2 A2.01 1 A2.10 1 A 2 .11 2 A2.11 2 A2.10 3 A2.10 4 A2.10 2 A3.00 1 A3.01 2 A3.01 1 A3.02 2 A3.02 1 A3.03 3 A3.11 2 A3.04 3 A3.04 1 A3.04 2 A3.03 2 .0 8 % 2 .0 8 % 2 . 0 8 % 2 . 0 8 % 2.08%2. 0 8 % 2.08%2. 0 8 % 2.08% 2. 0 8 % 2. 0 8 % 2.08%2.08% 2. 0 8 % 2.08% 2.0 8 % 1 .0 4 % 2.0 8 % 2 .0 8 % 2 .0 8 % 2 .0 8 % 2 .0 8 % 2 . 0 8 % 2 . 0 8 % 2 . 0 8 % 2. 0 8 % 2 .0 8 % 2.0 8 % 2.0 8 % 140 138 139 139 128 128 124 124 124 124 140 125 125 125 125 101 101 101 070 R5 ROOF ATTIC AREA: 1,845 SF. = 265,680 SI. CALCULATION FACTOR:1/300 REQUIRED VENTILATION: 886 SI. SLOPED ROOF: 72 PER VENT X 13 = 936 SI. PROVIDED SUBAREA 1 1,000 SQ. FT. SUBAREA 2 600 SQ. FT. SUBAREA 3 600 SQ. FT. SUBAREA 4 306 SQ. FT. ROOF AREA 1 ROOF AREA 2 ROOF AREA 11 ROOF AREA 3 ROOF AREA 6 ROOF AREA 12 ROOF AREA 4 ROOF AREA 8 TYP. ROOF AREA 9 TYP. ROOF AREA 10 2 A3.10 3 A3.12 2 A3.14 4 A3.16 4 A3.18 4 A3.19 3 A3.10 2 A3.11 2 A3.13 2 A3.12 4 A3.13 4 A3.14 2 A3.154 A3.15 2 A3.16 2 A3.17 4 A3.17 2 A3.18 4 A3.20 2 A3.21 2 A3.22 4 A3.21 4 A3.22 2 A3.23 4 A3.23 2 A3.24 3 A 2 .00 2 A3.20 3 A2.11 2 A3.19 136 A5.10 2 ROOF AREA 7 1 4 6 '-5 1 /2 " 2 14'-1 1/2" 136 136 136 2 A3.01 ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE:SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 5 2 : 3 1 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A1.41 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 ROOF PLAN 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 KEYNOTES 070 SHAFT FOR GARAGE EXHAUST 101 PROPERTY LINE 124 GAF: EVERGUARD TPO 60 MIL MIN. ICC ESR-4676 COMPLIANT. UL LISTED, T-24 COMPLIANT, ENERGY STAR AND ASTM D6878. CLASS A. CRRC 0676-0159 REFLECTANCE 0.68 MIN., EMITTANCE 0.90 MIN. 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 136 CONDENSER UNITS - REFER TO DETAIL 7/A8.60 FOR PLATFORM INFORMATION. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION 138 ROOF DRAIN AND OVERFLOW - REFER TO DETAIL 15/A8.60 139 EXHAUST SHAFT FOR RETAIL BELOW 140 ROOF ACCESS HATCH, 48" x 48", REFER TO DETAIL xx/Ax.00 NO. DATE DESCRIPTION ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 5 2 : 3 1 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A1.41 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 ROOF PLAN 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 NO. DATE DESCRIPTION LEVEL 1 - F.F. LEVEL 1 T.O.P. LEVEL 2 - F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB - GROUND LEVEL 2 T.O.P. 12' ROOF - 12'PLT 2 A3.00 2 A3.04 2 A3.03 E H E H H G D GG EE HH JJ F J F J F J F J J J F J F J F J FLL J J F J J FFLFFLFLF 207 207207205 206125141 210 202211209128 210201201204 201203 202212208125128202213201213206 209210204204209206204 205216 216202 141 218218 222 222 216216 216 1A3.101A3.111A3.12 1A3.13 3 A3.141 A3.15 3A3.151 A3.16 EE HH 149149 217 217219 35' -0" HEIGHT LIMIT DD 5 ID-01 5 ID-02 1 ID-03 1 A3.01 2 A3.02 1 A3.03 E E H H G D EEEE HH EEEE HHH 8'- 1 1 1 / 2 " FF F J J J 141202125213203222 204 206 222 218 218 209 128128211211208 218 128218 H 1A3.14 3 A3.161A3.17 M N N N N M M M 148 LEVEL 1 - F.F. LEVEL 2 - F.F. ROOF BASEMENT F.F. TOP OF SLAB - GROUND ROOF - 12'PLT 2 A3.01 3 A3.17 KEY PLANGENERAL NOTES 1. 2. 3. 4. 5. ALL EXTERIOR CEMENT PLASTER WILL RECEIVE LATEX PAINT COLOR PRIME AND PAINT ALL EXPOSED WOOD SURFACES PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. FOR ADDITIONAL GUARDRAIL INFORMATION SEE SHEET A8.80 DOWNSPOUTS AND WALL VENTS WILL BE PAINTED TO MATCH ADJACENT FINISH OR TO COMPLEMENT ARCHITECTURAL STYLE ARCHI T E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE:SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS ©2022 WILLIAM HEZMALHALCH ARCHITECTS,INC.dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA B22-016689 B22-016690 PERMIT NUMBERS: As indicated 10 / 2 0 / 2 0 2 2 3 : 1 8 : 2 2 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A2.00 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 EXTERIOR ELEVATIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 KEYNOTES 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 141 O'HAGIN LOW PROFILE ROOF VENT 148 LINE OF RAMP BEYOND 149 OPENING FOR GARAGE MAKE-UP AIR 201 EXTERIOR CEMENT PLASTER 202 FIBER CEMENT LAP SIDING 203 FIBER CEMENT BOARD AND BATTEN 204 THIN BRICK VENEER 205 STONE VENEER 206 VINYL WINDOW, REFER TO WINDOW SCHEDULE ON SHEET A7.10 207 ALUMINUM STOREFRONT WINDOW SYSTEM, REFER TO STOREFRONT SCHEDULE ON SHEETA7.20 208 GUARD, RAIL OR LOW WALL, PER ELEVATION AT 42" A.F.F. MINIMUM 209 WOOD TRELLIS 210 EXTERIOR DOOR PER SCHEDULE ON SHEET A7.00 211 WOOD EAVE 212 FIBER CEMENT PANELS AND TRIM BOARDS 213 FIBER CEMENT SHINGLE 216 PRECAST CONCRETE BASE 217 EXTERIOR LIGHT FIXTURE, REFER TO ELECTRICAL AND INTERIOR DRAWINGS FOR ADDITIONALINFORMATION 218 TRIM BAND, WRAP AT CORNERS AND TERMINATE AT WALL FACE. REFER TO DETAIL 219 LOUVER VENT, REFER TO MECHANICAL FOR SIZE 222 WOOD CORBEL SCALE: 1/8" = 1'-0"2WEST ELEVATION 1 2 3 NO.DATE DESCRIPTION SCALE:31/8" = 1'-0"WEST ELEVATION - UNIT J SCALE:11/8" = 1'-0"HARTZ AVE. ELEVATION KEY PLANGENERAL NOTES 1. 2. 3. 4. 5. 6. ALL EXTERIOR CEMENT PLASTER WILL RECEIVE LATEX PAINT COLOR PRIME AND PAINT ALL EXPOSED WOOD SURFACES PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. THE WALL ALONG THE SOUTHERLY PROPERTY LINE ADJACENT TO THE RAILWAY RIGHT-OF-WAY, SHALL HAVE A UV RESISTANT AND ANTI-GRAFFITI CLEAR COAT SEAL APPLIED TO THE MASONRY BLOCK. FOR ADDITIONAL GUARDRAIL INFORMATION SEE SHEET A8.80 DOWNSPOUTS AND WALL VENTS WILL BE PAINTED TO MATCH ADJACENT FINISH OR TO COMPLEMENT ARCHITECTURAL STYLE LEVEL 1 - F.F. LEVEL 1 T.O.P. LEVEL 2 - F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB - GROUND LEVEL 2 T.O.P. 12' ROOF - 12'PLT E H E EEEEEEEEEEEEEEEE E E HHHHHHHHHHHHHHHHHHHHH 9'- 0 " 6' - 0 " 3'- 0 " 6' - 0 " 1'- 0 " . 6'- 0 " 3'- 0 " 9'- 0 " 203125 202208222 208 222 202 204202 128218 204 125141 128206 206206 201 6' - 0 " H E E E LEVEL 1 - F.F. LEVEL 1 T.O.P. LEVEL 2 - F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB - GROUND LEVEL 2 T.O.P. 12' ROOF - 12'PLT 3 A3.04 DDDD H EE D D H D EEEEEE E E HHHHHHHHHHHHH EEEEEE E E E E E H 119 070 125 141206222218 222 128218 128206 204 213 218208128302222206 208125141203213128 201 201 30 ' - 0 " HH H H H 1A3.19 3A3.191 A3.203A3.20 210 35' -0" HEIGHT LIMIT ARCHI T E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE:SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS ©2022 WILLIAM HEZMALHALCH ARCHITECTS,INC.dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 2 0 / 2 0 2 2 3 : 1 8 : 5 4 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A2.01 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 EXTERIOR ELEVATIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 KEYNOTES 070 SHAFT FOR GARAGE EXHAUST 119 GAS METER LOCATION, PER DRY UTILITY PLANS 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 141 O'HAGIN LOW PROFILE ROOF VENT 201 EXTERIOR CEMENT PLASTER 202 FIBER CEMENT LAP SIDING 203 FIBER CEMENT BOARD AND BATTEN 204 THIN BRICK VENEER 206 VINYL WINDOW, REFER TO WINDOW SCHEDULE ON SHEET A7.10 208 GUARD, RAIL OR LOW WALL, PER ELEVATION AT 42" A.F.F. MINIMUM 210 EXTERIOR DOOR PER SCHEDULE ON SHEET A7.00 213 FIBER CEMENT SHINGLE 218 TRIM BAND, WRAP AT CORNERS AND TERMINATE AT WALL FACE. REFER TO DETAIL 222 WOOD CORBEL 302 FOOTING PER STRUCTURAL SCALE: 1/8" = 1'-0"1PARKING LOT ELEVATION SCALE: 1/8" = 1'-0"2DRAINAGE DITCH ELEVATION 1 2 NO.DATE DESCRIPTION KEY PLANGENERAL NOTES 1. 2. 3. 4. 5. 6. ALL EXTERIOR CEMENT PLASTER WILL RECEIVE LATEX PAINT COLOR PRIME AND PAINT ALL EXPOSED WOOD SURFACES PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. THE WALL ALONG THE SOUTHERLY PROPERTY LINE ADJACENT TO THE RAILWAY RIGHT-OF-WAY, SHALL HAVE A UV RESISTANT AND ANTI-GRAFFITI CLEAR COAT SEAL APPLIED TO THE MASONRY BLOCK. FOR ADDITIONAL GUARDRAIL INFORMATION SEE SHEET A8.80 DOWNSPOUTS AND WALL VENTS WILL BE PAINTED TO MATCH ADJACENT FINISH OR TO COMPLEMENT ARCHITECTURAL STYLE LEVEL 1 - F.F. LEVEL 1 T.O.P. LEVEL 2 - F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB - GROUND LEVEL 2 T.O.P. 12' ROOF - 12'PLT 1 A3.03 8' - 0 " 2'- 2 " 3' - 0 " A A A A E E 119 203141 125128 218 218201 219 6 ID-01 LEVEL 1 - F.F. LEVEL 1 T.O.P. LEVEL 2 - F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB - GROUND LEVEL 2 T.O.P. 12' ROOF - 12'PLT 2 A3.04 2 A3.03 H E EE I E E BB BBBB EEEEE HH 141 125 128202 128 206 206224 224 202201 1 A3.21 3A3.21 5 ID-01 5 ID-021 ID-03 LEVEL 1 - F.F. LEVEL 1 T.O.P. LEVEL 2 - F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB - GROUND LEVEL 2 T.O.P. 12' ROOF - 12'PLT 2 A3.00 2 A3.04 EE HH E HHH EEEEEEEEE HHHHHH 141125128206213 2181282182022013 A3.23 LEVEL 1 - F.F. LEVEL 1 T.O.P. LEVEL 2 - F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB - GROUND LEVEL 2 T.O.P. 12' ROOF - 12'PLT 1 A3.01 2 A3.02 EE HHH E D D HH EE HH EE 125141206202128 224206218 208 1282061282013A3.22 1A3.23 ARCHI T E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE:SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS ©2022 WILLIAM HEZMALHALCH ARCHITECTS,INC.dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 2 0 / 2 0 2 2 3 : 1 9 : 3 0 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A2.10 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 EXTERIOR ELEVATIONS - COURTYARD 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 KEYNOTES 119 GAS METER LOCATION, PER DRY UTILITY PLANS 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 141 O'HAGIN LOW PROFILE ROOF VENT 201 EXTERIOR CEMENT PLASTER 202 FIBER CEMENT LAP SIDING 203 FIBER CEMENT BOARD AND BATTEN 206 VINYL WINDOW, REFER TO WINDOW SCHEDULE ON SHEET A7.10 208 GUARD, RAIL OR LOW WALL, PER ELEVATION AT 42" A.F.F. MINIMUM 213 FIBER CEMENT SHINGLE 218 TRIM BAND, WRAP AT CORNERS AND TERMINATE AT WALL FACE. REFER TO DETAIL 219 LOUVER VENT, REFER TO MECHANICAL FOR SIZE 224 not used SCALE: 1/8" = 1'-0"1EAST ELEVATION SCALE: 1/8" = 1'-0"2COURTYARD ELEVATION - SOUTHSCALE: 1/8" = 1'-0"3COURTYARD ELEVATION - SOUTH 2 SCALE: 1/8" = 1'-0"4COURTYARD ELEVATION - WEST 1 2 4 3 NO.DATE DESCRIPTION KEY PLANGENERAL NOTES 1. 2. 3. 4. 5. 6. ALL EXTERIOR CEMENT PLASTER WILL RECEIVE LATEX PAINT COLOR PRIME AND PAINT ALL EXPOSED WOOD SURFACES PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. THE WALL ALONG THE SOUTHERLY PROPERTY LINE ADJACENT TO THE RAILWAY RIGHT-OF-WAY, SHALL HAVE A UV RESISTANT AND ANTI-GRAFFITI CLEAR COAT SEAL APPLIED TO THE MASONRY BLOCK. FOR ADDITIONAL GUARDRAIL INFORMATION SEE SHEET A8.80 DOWNSPOUTS AND WALL VENTS WILL BE PAINTED TO MATCH ADJACENT FINISH OR TO COMPLEMENT ARCHITECTURAL STYLE LEVEL 1 - F.F. LEVEL 1 T.O.P. LEVEL 2 - F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB - GROUND LEVEL 2 T.O.P. 12' ROOF - 12'PLT HH E EE E 125141128 202 202 206 LEVEL 1 - F.F. LEVEL 1 T.O.P. LEVEL 2 - F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB - GROUND 3 A3.04 HHH EEEE H DEED E E H D H E E D H E E D H E 201 128 213206203128 1A3.24 LEVEL 1 - F.F. LEVEL 1 T.O.P.LEVEL 1 T.O.P. LEVEL 2 - F.F. LEVEL 2 T.O.P.LEVEL 2 T.O.P. ROOFLEVEL 2 T.O.P. 12'LEVEL 2 T.O.P. 12' ROOF - 12'PLT 2 A3.04 1 A3.22 ARCHI T E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE:SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS ©2022 WILLIAM HEZMALHALCH ARCHITECTS,INC.dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 2 0 / 2 0 2 2 3 : 1 9 : 5 5 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A2.11 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 EXTERIOR ELEVATIONS - COURTYARD 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 KEYNOTES 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 141 O'HAGIN LOW PROFILE ROOF VENT 201 EXTERIOR CEMENT PLASTER 202 FIBER CEMENT LAP SIDING 203 FIBER CEMENT BOARD AND BATTEN 206 VINYL WINDOW, REFER TO WINDOW SCHEDULE ON SHEET A7.10 213 FIBER CEMENT SHINGLE SCALE: 1/8" = 1'-0"1COURTYARD ELEVATION - NORTH SCALE: 1/8" = 1'-0"2COURTYARD ELEVATION - EAST 1 2 3 SCALE: 1/8" = 1'-0"3COURTYARD ELEVATION - NORTH - UNIT N NO.DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 3 A3.11 6'- 5 5 1 / 1 2 8 " UNIT R PARKING GARAGE UNIT A UNIT A 125 UNIT C RETAIL DECK 1 A8.20 1 A8.20 1 A8.20 8 A8.20 Sim Sim 12 A8.10 Sim 15 A8.10 Sim 14 A8.10 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 002 UNIT B UNIT B UNIT L UNIT L UNIT P UNIT P PARKING GARAGE RESIDENT TRASH DECK DECK 4 A3.14 1 A8.20 1 A8.20 1 A8.20 Sim 15 A8.1028 A8.10 Sim Sim 14 A8.10 Sim 15 A8.10 Sim 14 A8.10 9 A8.20 Sim Sim 25 A8.10 ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 2 5 : 3 2 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.00 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 BUILDING SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 KEYNOTES 002 ROLLING GATE 125 ASPHALT SHINGLE ROOF SCALE: 1/8" = 1'-0"1BUILDING SECTION - 1 SCALE: 1/8" = 1'-0"2BUILDING SECTION - 2 NO. DATE DESCRIPTION BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT PARKING GARAGE UNIT J1 UNIT J UNIT A 136 1 A8.20 1 A8.20 1 A8.20 Sim 15 A8.10 Sim 14 A8.10 9 A8.20 Sim 11 A8.20 Sim LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT UNIT J1 PARKING GARAGE UNIT J UNIT B UNIT B UNIT K1 UNIT K UNIT B UNIT B Sim 15 A8.10 Sim 14 A8.10 1 A8.20 1 A8.20 1 A8.20 9 A8.20 Sim Sim 25 A8.10 ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 2 5 : 3 6 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.01 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 BUILDING SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 KEYNOTES 136 CONDENSER UNITS - REFER TO DETAIL 7/A8.60 FOR PLATFORM INFORMATION. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION SCALE: 1/8" = 1'-0"1BUILDING SECTION - 3 SCALE: 1/8" = 1'-0"2BUILDING SECTION - 4 NO. DATE DESCRIPTION BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT PARKING GARAGE UNIT E UNIT E UNIT G UNIT G UNIT A UNIT A UNIT A UNIT A UNIT A UNIT A UNIT A UNIT A UNIT A UNIT A UNIT F UNIT F 125 3 X5 1 A8.20 1 A8.20 1 A8.20 Sim 15 A8.10 Sim 14 A8.10 Sim 25 A8.10 Sim 15 A8.109 A8.20 Sim LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT PARKING GARAGE UNIT L UNIT L UNIT H UNIT H UNIT M UNIT M UNIT N UNIT N 1 A8.20 1 A8.20 1 A8.20 9 A8.20 Sim8 A8.20 Sim Sim 15 A8.10 Sim 14 A8.10 Sim 25 A8.10 ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 2 5 : 4 0 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.02 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 BUILDING SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 1/8" = 1'-0"1BUILDING SECTION - 5 SCALE: 1/8" = 1'-0"2BUILDING SECTION - 6 NO. DATE DESCRIPTION KEYNOTES 125 ASPHALT SHINGLE ROOF BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 125 UNIT C UNIT C1 UNIT C UNIT C1 UNIT D RETAIL ENTRANCE RETAIL 1 A8.20 1 A8.20 9 A8.20 SimSim 15 A8.10 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 15 ' - 9 1 / 2 " 12 ' - 0 " - --- UNIT C1 PARKING GARAGE EGRESS BALCONY LOBBY 136 9 A8.20 Sim Sim 15 A8.10 Sim 14 A8.10 Sim 25 A8.10 16 A8.10 Sim ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 2 5 : 4 3 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.03 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 BUILDING SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 1/8" = 1'-0"1BUILDING SECTION - 7 SCALE: 1/8" = 1'-0"2LOBBY SECTION NO. DATE DESCRIPTION KEYNOTES 125 ASPHALT SHINGLE ROOF 136 CONDENSER UNITS - REFER TO DETAIL 7/A8.60 FOR PLATFORM INFORMATION. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. BASEMENT F.F. TOP OF SLAB -GROUND 11 ' - 2 1 / 2 " 10 ' - 1 1 / 2 " UNIT A PARKING LEVEL 1 -F.F. BASEMENT F.F. TOP OF SLAB -GROUND 11 ' - 0 " 11 ' - 6 " 10 ' - 4 " 12 ' - 3 " PARKING LEVEL 1 -F.F. BASEMENT F.F. TOP OF SLAB -GROUND 12 ' - 3 " 11 ' - 4 " 11 ' - 3 "PARKING BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 2 5 : 4 6 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.04 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 BUILDING SECTIONS - GARAGE 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 1/8" = 1'-0"3GARAGE SECTION A SCALE: 1/8" = 1'-0"2GARAGE SECTION B SCALE: 1/8" = 1'-0"1GARAGE SECTION C NO. DATE DESCRIPTION LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 15 ' - 9 7 7 / 1 2 8 " 10 ' - 0 " 11 ' - 5 " 17 ' - 0 7 7 / 1 2 8 " 28 ' - 5 7 7 / 1 2 8 " 6 A7.11 Sim 22 A8.70 Sim 23 A8.70 Sim _____________________ A7.21 18 _____________________ A7.21 3 1 A8.50 Sim 27 A8.60 Sim 128 123 Sim 15 A8.10 UNIT D RETAIL 218 125 _____________________ A7.21 7 Sim 7 A7.11 8 A7.11 Sim LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT DECK RETAIL 222 18 9 7 7 / 1 2 8 " 12 0 " 13 7 " 20 4 7 7 / 1 2 8 " 17 A8.20 Sim 5 A8.70 Sim 16 A8.70 Sim 5 A8.70 Sim 23 A8.60 Sim LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.10 3 A3.10 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE:SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 4 : 3 5 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.10 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION ASCALE:33/8" = 1'-0" WALL SECTION B SCALE: 3/8" = 1'-0"1HARTZ AVE. ELEVATION - Wall Section A-B KEYNOTES 123 CONCRETE SLAB ON GRADE PER STRUCTURAL 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 218 TRIM BAND, WRAP AT CORNERS AND TERMINATE AT WALL FACE. REFER TO DETAIL 222 WOOD CORBEL NO. DATE DESCRIPTION LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 125 128 309 18 9 7 7 / 1 2 8 " 12 0 " 13 7 " 20 4 7 7 / 1 2 8 " 14 A8.70 Sim 17 A8.20 Sim _____________________ A7.21 23 1 A8.50 Sim Sim 7 A7.11 6 A7.11 Sim 8 A7.11 Sim 27 A8.60 Sim 9 A8.70 Sim LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 7 A8.50 Sim _____________________ A7.21 7 24 A8.70 Sim 17 A8.20 Sim 23 A8.60 Sim125 DECK 218 218 15 ' - 9 7 7 / 1 2 8 " 10 ' - 0 " 11 ' - 5 " 17 ' - 0 7 7 / 1 2 8 " 5 A8.70 Sim 22 A8.70 Sim LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 3 A3.11 2 A3.11 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 4 : 3 7 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.11 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION CSCALE:33/8" = 1'-0" WALL SECTION D SCALE: 3/8" = 1'-0"1HARTZ AVE. ELEVATION - Wall Section C KEYNOTES 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 218 TRIM BAND, WRAP AT CORNERS AND TERMINATE AT WALL FACE. REFER TO DETAIL 309 PREFAB TRELLIS, REFER TO EXTERIOR ELEVATIONS FOR MORE INFORMATION NO. DATE DESCRIPTION LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 18 9 7 7 / 1 2 8 " 12 0 " 13 7 " 20 4 7 7 / 1 2 8 " 17 A8.20 Sim _____________________ A7.21 18 27 A8.60 Sim 9 A8.70 Sim 125 128 309 141 218 7 A8.50 Sim LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 15 ' - 9 7 7 / 1 2 8 " 10 ' - 0 " 11 ' - 5 " 17 ' - 0 7 7 / 1 2 8 " 28 ' - 5 7 7 / 1 2 8 " 1 A8.50 Sim 17 A8.20 Sim Sim 14 A8.10 Sim 15 A8.10 123 UNIT C RETAIL 128125 309 218 218 9 A8.70 Sim _____________________ A7.21 7 27 A8.60 Sim LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 3 A3.12 2 A3.12 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 4 : 4 0 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.12 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION ESCALE:33/8" = 1'-0" WALL SECTION F SCALE: 3/8" = 1'-0"1HARTZ AVE. ELEVATION - Wall Section E-F KEYNOTES 123 CONCRETE SLAB ON GRADE PER STRUCTURAL 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 141 O'HAGIN LOW PROFILE ROOF VENT 218 TRIM BAND, WRAP AT CORNERS AND TERMINATE AT WALL FACE. REFER TO DETAIL 309 PREFAB TRELLIS, REFER TO EXTERIOR ELEVATIONS FOR MORE INFORMATION NO. DATE DESCRIPTION LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 222 222 125 17 A8.20 Sim 5 A8.70 Sim 16 A8.70 Sim 15 ' - 9 7 7 / 1 2 8 " 10 ' - 0 " 11 ' - 5 " 17 ' - 0 7 7 / 1 2 8 " 28 ' - 5 7 7 / 1 2 8 " 218 23 A8.60 Sim Sim 15 A8.10 LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 125 309 ℄3 3/4" 17 A8.20 Sim Sim 15 A8.10 15 ' - 9 7 7 / 1 2 8 " 10 ' - 0 " 11 ' - 5 " 17 ' - 0 7 7 / 1 2 8 " 28 ' - 5 7 7 / 1 2 8 " 218 9 A8.70 Sim Sim 14 A8.10 27 A8.60 Sim LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.13 4 A3.13 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 4 : 4 3 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.13 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION GSCALE:33/8" = 1'-0" WALL SECTION H SCALE: 3/8" = 1'-0"1HARTZ AVE. ELEVATION - Wall Section G-H KEYNOTES 125 ASPHALT SHINGLE ROOF 218 TRIM BAND, WRAP AT CORNERS AND TERMINATE AT WALL FACE. REFER TO DETAIL 222 WOOD CORBEL 309 PREFAB TRELLIS, REFER TO EXTERIOR ELEVATIONS FOR MORE INFORMATION NO. DATE DESCRIPTION LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 3 A8.70 Sim 17 A8.20 Sim 27 A8.60 Sim 15 ' - 9 7 7 / 1 2 8 " 10 ' - 0 " 6' - 5 5 1 / 1 2 8 " 17 ' - 0 7 7 / 1 2 8 " 11 ' - 5 " Sim 15 A8.10 Sim 14 A8.10 Sim 23 A8.10 UNIT C 218 128 125 34 ' - 1 1 " LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. LEVEL 2 T.O.P. 12' ROOF -12'PLT 209 218 222 222 128 125 128 218 13 7 " 13 5 " 14 7 " 12 0 " 12 0 " 17 A8.20 Sim 23 A8.60 Sim 34 ' - 1 1 " LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.004 A3.14 2 A3.14 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 4 : 4 6 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.14 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION ISCALE:43/8" = 1'-0" WALL SECTION J SCALE: 3/8" = 1'-0"3HARTZ AVE. ELEVATION - Wall Section J SCALE: 3/8" = 1'-0"1WEST ELEVATION - Wall Section I KEYNOTES 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 209 WOOD TRELLIS 218 TRIM BAND, WRAP AT CORNERS AND TERMINATE AT WALL FACE. REFER TO DETAIL 222 WOOD CORBEL NO. DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 11 ' - 5 " 11 ' - 3 " 5'- 9 7 7 / 1 2 8 " 6'- 5 5 1 / 1 2 8 " 34 ' - 1 1 " 10 ' - 0 " 10 ' - 0 " 12 ' - 3 " 3 A8.70 Sim 1 A7.11 Sim 17 A8.20 Sim Sim 2 A7.11 128 218 3 A7.11 Sim 1 A7.11 Sim Sim 2 A7.11 3 A7.11 Sim LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 10 ' - 0 " 10 ' - 0 " 11 ' - 5 " 11 ' - 3 " 5'- 9 7 7 / 1 2 8 " 6'- 5 5 1 / 1 2 8 " 34 ' - 1 1 " 17 A8.20 Sim 27 A8.60 Sim 3 A8.70 Sim 2 A8.70 Sim 125 218 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.15 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 4 A3.15 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 4 : 5 0 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.15 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION KSCALE:43/8" = 1'-0" WALL SECTION L SCALE: 3/8" = 1'-0"1HARTZ AVE. ELEVATION - Wall Section K SCALE: 3/8" = 1'-0"3HARTZ AVE. ELEVATION - Wall Section L KEYNOTES 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 218 TRIM BAND, WRAP AT CORNERS AND TERMINATE AT WALL FACE. REFER TO DETAIL NO. DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. LEVEL 2 T.O.P. 12' ROOF -12'PLT 3 A8.70 Sim 17 A8.20 Sim 10 ' - 0 " 10 ' - 0 " 11 ' - 5 " 11 ' - 3 " 12 ' - 3 " 34 ' - 1 1 " 27 A8.60 Sim 125 128 Sim 23 A8.10 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. LEVEL 2 T.O.P. 12' 10 ' - 0 " 10 ' - 0 " 12 ' - 3 " 11 ' - 3 " 11 ' - 5 " 34 ' - 1 1 " 17 A8.20 Sim 27 A8.60 Sim Sim 23 A8.10 Sim 25 A8.10 Sim 15 A8.10 4 A8.50 Sim 128 Sim 14 A8.10 117 UNIT H UNIT H PARKING LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.16 4 A3.16 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 4 : 5 3 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.16 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION MSCALE:43/8" = 1'-0" WALL SECTION N SCALE: 3/8" = 1'-0"1HARTZ AVE. ELEVATION - Wall Section M SCALE: 3/8" = 1'-0"3WEST ELEVATION - Wall Section N KEYNOTES 117 6" CONCRETE SLAB ON GRADE PER STRUCTURAL UNDERLAIN BY A VAPOR BARRIER AND SAND LAYERS PER GEOTECH DOCUMENT 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT NO. DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 6'- 5 5 1 / 1 2 8 " 5 ' - 9 7 7 / 1 2 8 " 11 ' - 3 " 11 ' - 5 " 10 ' - 0 " 10 ' - 0 " 34 ' - 1 1 " 12 ' - 3 " 3 A8.70 Sim 1 A7.11 Sim 3 A7.11 Sim 27 A8.60 Sim125 222 Sim 15 A8.10 Sim 2 A7.11 Sim 23 A8.10 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 11 ' - 5 " 11 ' - 3 " 5'- 9 7 7 / 1 2 8 " 6'- 5 5 1 / 1 2 8 " 10 ' - 0 " 10 ' - 0 " 12 ' - 3 " 34 ' - 1 1 " 3 A8.70 Sim 17 A8.20 Sim 23 A8.60 Sim 128 125 Sim 15 A8.10 Sim 23 A8.10 1 A3.01 2 A3.17 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.01 4 A3.17 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 4 : 5 6 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.17 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION OSCALE:43/8" = 1'-0" WALL SECTION P SCALE: 3/8" = 1'-0"1WEST ELEVATION - Wall Section O SCALE: 3/8" = 1'-0"3WEST ELEVATION - Wall Section P KEYNOTES 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 222 WOOD CORBEL NO. DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 11 ' - 5 " 11 ' - 3 " 5' - 9 7 7 / 1 2 8 " 6' - 5 5 1 / 1 2 8 " 10 ' - 0 " 10 ' - 0 " 34 ' - 1 1 " 3 A8.70 Sim 17 A8.20 Sim 27 A8.60 Sim 125 128 Sim 1 A8.10 Sim 23 A8.10 Sim 25 A8.10 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. LEVEL 2 T.O.P. 12' ROOF -12'PLT 10 ' - 0 " 10 ' - 0 " 11 ' - 3 " 11 ' - 5 " 22 ' - 8 " 12 ' - 3 " 17 A8.20 Sim 3 A8.70 Sim Sim 15 A8.10 117 Sim 25 A8.10 Sim 1 A8.10 Sim 14 A8.10 UNIT B UNIT B PARKING 12 ' - 3 " 34 ' - 1 1 " 125 222 Sim 23 A8.10 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.18 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 4 A3.18 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 4 : 5 9 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.18 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 3/8" = 1'-0"1PARKING LOT ELEVATION - Wall Section Q SCALE:23/8" = 1'-0" WALL SECTION QSCALE:43/8" = 1'-0" WALL SECTION R SCALE: 3/8" = 1'-0"3PARKING LOT ELEVATION - Wall Section R KEYNOTES 117 6" CONCRETE SLAB ON GRADE PER STRUCTURAL UNDERLAIN BY A VAPOR BARRIER AND SAND LAYERS PER GEOTECH DOCUMENT 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 222 WOOD CORBEL NO. DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. LEVEL 2 T.O.P. 12' ROOF -12'PLT 10 ' - 0 " 10 ' - 0 " 11 ' - 5 " 11 ' - 3 " 22 ' - 8 " 3 A8.70 Sim 17 A8.20 Sim 1 A7.11 Sim 3 A7.11 Sim Sim 2 A7.11 Sim 25 A8.10 Sim 15 A8.10 Sim 14 A8.10 UNIT A PARKING Sim 23 A8.10 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.19 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 4 A3.19 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 11 ' - 5 " 11 ' - 3 " 12 ' - 3 " 0" 34 ' - 1 1 " 10 ' - 0 " 10 ' - 0 " 6' - 5 5 1 / 1 2 8 " 5 ' - 9 7 7 / 1 2 8 " 3 A8.70 Sim 17 A8.20 Sim 27 A8.60 Sim 27 A8.60 Sim 125 222 218 128 Sim 23 A8.10 Sim 25 A8.10 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 5 : 0 2 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.19 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION SSCALE:43/8" = 1'-0" WALL SECTION T SCALE: 3/8" = 1'-0"1DRAINAGE DITCH ELEVATION - Wall Section SSCALE: 3/8" = 1'-0"3DRAINAGE DITCH ELEVATION - Wall Section T KEYNOTES 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 218 TRIM BAND, WRAP AT CORNERS AND TERMINATE AT WALL FACE. REFER TO DETAIL 222 WOOD CORBEL NO. DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 11 ' - 5 " 11 ' - 3 " 5' - 9 7 7 / 1 2 8 " 6'- 5 5 1 / 1 2 8 " 34 ' - 1 1 " 10 ' - 0 " 10 ' - 0 " 3 A8.70 Sim 1 A7.11 Sim 3 A7.11 Sim 1 A7.11 Sim 13 A7.11 Sim 27 A8.60 Sim Sim 2 A7.11 Sim 12 A7.11 222 Sim 23 A8.10 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF BASEMENT F.F. 11 ' - 5 " 11 ' - 3 " 12 ' - 3 " 10 ' - 0 " 10 ' - 0 " 34 ' - 1 1 " 3 A8.70 Sim 17 A8.20 Sim 27 A8.60 Sim 125 128 Sim 23 A8.10 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.20 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF TOP OF SLAB -GROUND 4 A3.20 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 5 : 0 6 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.20 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION USCALE:43/8" = 1'-0" WALL SECTIONV SCALE: 3/8" = 1'-0"1DRAINAGE DITCH ELEVATION - Wall Section U SCALE: 3/8" = 1'-0"3DRAINAGE DITCH ELEVATION - Wall Section V KEYNOTES 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 222 WOOD CORBEL NO. DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 10 ' - 0 " 10 ' - 0 " 11 ' - 5 " 11 ' - 3 " 22 ' - 8 " 6 A8.80 Sim 23 A8.60 Sim 1 A8.50 Sim Sim 15 A8.10 125 128 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 11 ' - 5 " 11 ' - 3 " 22 ' - 8 " 10 ' - 0 " 10 ' - 0 " 17 A8.20 Sim 23 A8.60 Sim 1 A8.50 Sim Sim 15 A8.10 128 125141 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.21 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 4 A3.21 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 5 : 0 9 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.21 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS - COURTYARD 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION - COURTYARD A SCALE:43/8" = 1'-0" WALL SECTION - COURTYARD B SCALE: 3/8" = 1'-0"1COURTYARD ELEVATION - SOUTH - Wall Section A SCALE: 3/8" = 1'-0"3COURTYARD ELEVATION - SOUTH - Wall Section B KEYNOTES 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 141 O'HAGIN LOW PROFILE ROOF VENT NO. DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 11 ' - 5 " 11 ' - 3 " 22 ' - 8 " 10 ' - 0 " 10 ' - 0 " 1 A8.70 Sim 17 A8.20 Sim 27 A8.60 Sim 125 128 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 6 A8.80 Sim 5 A7.02 Sim 24 A8.70 Sim 27 A8.60 Sim 27 A8.60 Sim Sim 4 A7.02 7 A7.02 6 A7.02 Sim 11 ' - 5 " 11 ' - 3 " 22 ' - 8 " 10 ' - 0 " 10 ' - 0 " 5 A7.02 Sim Sim 4 A7.02 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.22 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 4 A3.22 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 5 : 1 2 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.22 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS - COURTYARD 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION - COURTYARD C SCALE:43/8" = 1'-0" WALL SECTION - COURTYARD D SCALE: 3/8" = 1'-0"1COURTYARD ELEVATION - NORTH - Wall Section C SCALE: 3/8" = 1'-0"3COURTYARD ELEVATION - WEST - Wall Section D KEYNOTES 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT NO. DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 10 ' - 0 " 10 ' - 0 " 11 ' - 5 " 11 ' - 3 " 22 ' - 8 " 1 A8.50 Sim 17 A8.20 Sim 27 A8.60 Sim 128125 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 10 ' - 0 " 10 ' - 0 " 11 ' - 5 " 11 ' - 3 " 22 ' - 8 " 1 A8.50 Sim 6 A7.11 Sim 8 A7.11 Sim 27 A8.60 Sim 128125141 6 A7.11 Sim LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.23 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 4 A3.23 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 5 : 1 5 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.23 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS - COURTYARD 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION - COURTYARD E SCALE:43/8" = 1'-0" WALL SECTION - COURTYARD F SCALE: 3/8" = 1'-0"1COURTYARD ELEVATION - WEST - Wall Section E SCALE: 3/8" = 1'-0"3COURTYARD ELEVATION - SOUTH 2 - Wall Section F KEYNOTES 125 ASPHALT SHINGLE ROOF 128 GUTTER AND DOWNSPOUT 141 O'HAGIN LOW PROFILE ROOF VENT NO. DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 10 ' - 0 " 10 ' - 0 " 11 ' - 5 " 11 ' - 3 " 22 ' - 8 " 17 A8.20 Sim 17 A8.20 Sim 27 A8.60 Sim Sim 15 A8.10 222 125 2 A6.10 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF LEVEL 2 T.O.P. 12' ROOF -12'PLT 2 A3.24 BUILDING INSULATION ASSEMBLY INSULATION REQUIREMENT ROOF-CEILING ASSEMBLY EXTERIOR WALLS R-19 R-21 R-19 VERIFY ALL BUILDING INSULATION WITH TITLE-24 REPORT FLOOR-CEILING ASSEMBLY R-19 INTERIOR WALLS 1. ALL EXTERIOR CEMENT PLASTER TO PAINTED 2. PRIME AND PAINT ALL EXPOSED WOOD AND METAL SURFACES 3. PROVIDE SEALER AT ALL EXPOSED CONCRETE AND CMU WALLS, U.N.O. GENERAL NOTES ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 10 / 1 7 / 2 0 2 2 2 : 4 5 : 1 8 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A3.24 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WALL SECTIONS - COURTYARD 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE:23/8" = 1'-0" WALL SECTION - COURTYARD G SCALE:43/8" = 1'-0" NOT USED SCALE: 3/8" = 1'-0"1COURTYARD ELEVATION - EAST - Wall Section G SCALE:33/8" = 1'-0" NOT USED KEYNOTES 125 ASPHALT SHINGLE ROOF 222 WOOD CORBEL NO. DATE DESCRIPTION UP 15" BB 15 " BBW/D WALL LEGEND GENERAL NOTES 1. REFER TO BUILDING PLANS FOR INFORMATION NOT SHOWN. 2. LIGHT FIXTURE SPECIFICATIONS TO BE VERIFIED WITH INTERIOR DESIGNER AND ELECTRICAL ENGINEER DRAWINGS. 3. REFER TO MECHANICAL ENGINEER DRAWINGS FOR MECHANICAL VENT AND EXHAUST INFORMATION. 4. ALL DIMENSIONS ARE TO FACE OF WOOD STUD, FACE OF METAL STUD, FACE OF CONCRETE AND MASONRY AND CENTERLINE OF GRIDLINES UNLESS NOTED OTHERWISE. 5. REFER TO FIRE PROTECTION DRAWINGS FOR STANDPIPES AND FIRE SPRINKLERS. UNIT PLAN LEGEND SEE SHEET A7.00 AND A7.01 FOR DOOR SCHEDULE, LEGEND AND NOTES DOOR TAG 2104A WINDOW TAG SEE SHEET A7.10 FOR WINDOW SCHEDULE, LEGEND AND NOTESA CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS REFER TO SHEET A4.00 FOR DWELLING UNIT ACCESSIBILTY REQUIREMENTS KEYNOTE NUMBER, REFER TO KEYNOTE LEGEND BELOW KEYNOTE TAG 201 THE MINIMUM CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES BY 48 INCHES T-SHAPED TURNING SPACE A T-SHAPED TURNING SPACE SHALL BE WITHIN A 60 INCH SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION, AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE ONLY AT THE END OF EITHER THE BASE OR ONE ARM. WHEELCHAIR TURNING SPACE THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180-DEGREE TURN SHALL BE A CIRCULAR CLEAR SPACE OF 60 INCHES DIAMETER MINIMUM OR A T-SHAPED SPACE. THE CIRCULAR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE ø 5'-0" 60" 12" 36" 12" 2 4 " 3 6 " 6 0 " EMERGENCY ESCAPE AND RESCUE WINDOW TAG INDICATES MINIMUM SIZED WINDOW FOR EMERGENCY ESCAPE AND RESCUE - MINIMUM SIZE TO BE 5.7 SQUARE FEET, MINIMUM DIMENSIONS TO BE 24 INCHES TALL BY 20 INCHES WIDE. MAXIMUM HEIGHT FROM FINISHED FLOOR TO BE 44 INCHES. SD SMOKE DETECTOR PER CBC SECTION 403.4.1. HARDWIRED WITH BATTERY BACK-UP AND AUDIBLE IN ALL SLEEPING AREAS. REFER TO ELECTRICAL DRAWINGS. SC COMBINATION CARBON MONOXIDE DETECTOR AND SMOKE ALARM 22 A8.10A18" CMU WALL B1 5.5" METAL STUD WALL 17 A8.10 C1 1-HOUR 2x6 WOOD STUD WALL - EXTERIOR 5 A8.10 C2 1-HOUR 2x4 WOOD STUD WALL - EXTERIOR C3 2x6 WOOD STUD WALL - INTERIOR C4 2x4 WOOD STUD WALL - INTERIOR D1 1-HOUR UNIT DEMISING WALL 3 A8.10 F1 1-HOUR WALL AT STAIRS AND ELEVATOR 29 A8.10 G1 30 A8.10SKID/FURRING WALL 8 A8.10 1 A8.10 1-HOUR AT BEARING WALLS - VERIFY W/ STRUCTURAL 5 A8.10 8 A8.10 10 A8.10 1 A8.10 1-HOUR AT BEARING WALLS - VERIFY W/ STRUCTURAL 10 A8.10 9 A8.10 9 A8.10 E1 1-HOUR WALL AT CORRIDOR 4 A8.10 23 A8.10A28" MINIMUM CONCRETE WALL 19'-11" 12'-3"7'-8" 9'-1 1/2" 6'-10 1/2" 3'-11" - --- DW A4.01AA B A4.01A D C LIVING DINING KITCHEN DEN COAT 426 421 422 418 459 A4.01A L 01 20 08 3'-0" x 6'-0"SH 3'-0" x 6'-0" SH 3'-0" x 6'-0" SH 3'-0" x 1'-8"FX3'-0" x 1'-8" FX 416 420 458 432 4 0 '-1 " 1 6 '-0 " 3 '-3 " 1 0 '-1 1 /2 " 1 0 '-8 1 /2 " 1 '-0 " 3 9 '-1 " 9 '-0 " 1 1 '-3 " 1 8 '-1 0 " 19'-11" 437 402 406 4'-0 49/128" 3 '-2 1 /2 " 3'-0" 400 1 8 T R E A D , 1 0 1 /2 " M I N . E A C H 1 6 '-1 1 /2 " 1 0 " 1 A4.01B 2 A4.01B 3 A4.01B 4 A4.01B 03 430 C3 C4 19'-11" 4 0 '-1 " - --- A4.01A J I K A4.01A G H E F BATH 1 BEDROOM 1 W.I.C. 1 BATH 2 W.I.C. 2 BEDROOM 2 401 460 406 401A LINEN 2020 20 08 20 20 15 08 2'-10 1/2" 12'-3"7'-8" 2'-0" x 4'-0" SH 2'-0" x 4'-0" SH3'-0" x 6'-0" SH 3'-0" x 6'-0" SH 3'-0" x 6'-0" SH 3'-0" x 6'-0" SH 437 403 408 406 402 425 437 426 419 3'-5" . 6 '-1 1 /2 " 7 '-0 " 6 '-4 " 5 '-2 " 4 '-9 " 1 0 '-8 1 /2 " 12'-3 1/2" 7'-7 1/2" 1 '-0 " 1 4 '-1 " 2 5 '-0 " 4 0 '-1 " 3'-6" 4'-1 1/2"6 '-4 " 1 3 T R E A D , 1 0 1 /2 " M I N . E A C H 1 1 '-4 1 /2 " 7 '-3 1 /2 " 19'-11" 4 '-0 " 1 A4.01B 2 A4.01B 3 A4.01B 4 A4.01B C4 C3 - --- ROOF DECK 1 0 1 /2 " M I N . E A C H 3 '-6 " : 4 T R E A D , 2 2 '-0 1 /2 " 3'-6" 4'-1 1/2" 19'-11" 3 '-4 " 6 '-4 " 1 5 '-8 1 /2 " 12'-3 1/2" 7'-7 1/2" 4 '-7 1 /2 " 1 A4.01B 2 A4.01B3 A4.01B 2. 0 8 % 2.08% 4 A4.01B 462 AT FLOOR 2. 0 2 % 3" MIN. 06 C1 CEILING HT. 10'-0" CEILING HT. 8'-6" CEILING HT. 7'-6" CEILING HT. 10'-0" SD SC SD SL O P E CEILING HT. 8'-6" CEILING HT. 8'-6" CEILING HT. 8'-6" CEILING HT. 8'-6" CEILING HT. 10'-0" CEILING HT. 10'-0" CEILING HT. 10'-0" SD SC SD SD - --- ROOF DECK 1 0 1 /2 " M I N . E A C H 3 '-6 " : 4 T R E A D , 3 '-4 " 1 A4.01B 2 A4.01B 3 A4.01B 2. 0 8 % 2.08% SEE BUILDING ROOF PLAN FOR ADDIONAL INFORMATION 3 :1 2 4 :1 24:1 2 4 A4.01B ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 1/4" = 1'-0" 1 0 /1 7 /2 0 2 2 2 :2 6 :4 1 P M A u t o d e s k D o c s ://2 0 2 1 0 6 6 H a r t z /2 0 2 1 0 6 6 _H a r t z .r v t 10/17/22 A4.01 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 UNIT A - ENLARGED PLAN 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 KEYNOTES 400 BREADBOARD 401 KOHLER TOP MOUNT SINK (K-2660-8) 401A PROVIDE ACCESSIBLE BASE CABINET AT BATHROOM LAVATORY AND REMOVABLE TOEKICK, SHELVING PER 2019 CBC 1134A.8 SEE DETAIL 1/A4.00,KOHLER SINK(K-2297) AND FAUCET(K-14410-3) 402 SINK, RIM TO BE AT 34" MAXIMUM ABOVE FINSH FLOOR 403 STACKED TOP LOADING WASHER AND DRYER 406 WATER CLOSET 408 60"x30" FIBERGLASS TUB WITH ENGINEERED MARBLE SLAB TO 96" AFF. PROVIDE BACKER BOARDS 416 UPPER CABINETS 418 PANTRY CABINET 419 6" ENGINEERED MARBLE BACKSPLASH 420 24" UNDER COUNTER DISHWASHER(BOSCH,800 SERIES DLX-STAINLESS STEEL SHX878ZD5N) 421 36" COUNTER-DEPTH 3-DOOR REFRIGERATOR (BOSCH,800 SERIES-STAINLESS STEEL B36CT80SNS) 422 30" FREE-STANDING RANGE(BOSCH,800 SERIES - STAINLESS STEEL HGS8055UC) 425 ENGINEERED MARBLE COUNTERTOP WITH DROP IN SINK, RIM OF SINK TO BE AT 34" MAXIMUM ABOVE FINISH FLOOR 426 ENGINEERED MARBLE COUNTERTOP WITH DROP IN SINK(KOHLER,K-5285), RIM OF SINK TO BE AT 36" 430 FAN COIL UNIT 432 GRANITE/SOLID SURFACE COUNTERTOP 437 SHELF AND POLE 458 24" PYRAMID CANOPY CHIMNEY HOOD 459 27" BUILT-IN MICROWAVE OVEN(BOSCH,500 SERIES-STAINLESS STEEL HMB57152UC) 460 SHOWER WITH 60"x36" SHOWER BASE(K-9479) WITH ENGINEERED MARBLE SURROUND TO 96" AFF 462 THROUGH-WALL SCUPPER SCALE: 1/4" = 1'-0"1UNIT A - 1ST FLOOR PLAN SCALE: 1/4" = 1'-0"2UNIT A - 2ND FLOOR PLAN SCALE: 1/4" = 1'-0"3UNIT PLAN A-ROOF DECK SCALE: 1/4" = 1'-0"4UNIT A - LEVEL 1 RCP SCALE: 1/4" = 1'-0"5UNIT A - LEVEL 2 RCP SCALE: 1/4" = 1'-0"6UNIT PLAN A-ROOF PLAN NO. DATE DESCRIPTION LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF 4 '-0 " ROOF DECK 5 '-6 " 461 128 463 311 LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF 1 0 '-0 " 1 0 '-0 " 7 '-6 " 9 '-0 " 8 '-6 " M I N . H E A D R O O M 6 '-8 " 7 .7 5 " M A X . E A . ± 3 '-0 " : 5 R I S E R S , ROOF DECK 462 7 A7.02 22 A6.10 21 A6.10 24 A6.10 8 A8.60 SIM. LEVEL 1 -F.F. LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P. ROOF 7 .7 5 " M A X . E A . 9 '-0 " ; 1 4 E Q . R I S E R S 7 .7 5 " M A X . E A . 1 1 '-3 " : 1 9 E Q . R I S E R S 8 '-6 " 7 '-6 " 1 0 '-0 " 1 0 '-0 " M I N . H E A D R O O M 6 '-8 " M I N . H E A D R O O M 6 '-8 " 6 '-9 1 /2 " 17 A6.10 16 A6.10 18 A6.10 LEVEL 1 -F.F. LEVEL 1 T.O.P.LEVEL 1 T.O.P. LEVEL 2 -F.F. LEVEL 2 T.O.P.LEVEL 2 T.O.P. ROOF 7 A7.02 21 A6.10 22 A6.10 ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 1/4" = 1'-0" 1 0 /1 7 /2 0 2 2 2 :2 6 :4 9 P M A u t o d e s k D o c s ://2 0 2 1 0 6 6 H a r t z /2 0 2 1 0 6 6 _H a r t z .r v t 10/17/22 A4.01B Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 UNIT A - SECTIONS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 1/4" = 1'-0"3UNIT A - SECTION 1 SCALE: 1/4" = 1'-0"2UNIT A - SECTION 2 SCALE: 1/4" = 1'-0"1UNIT A - SECTION 3 SCALE: 1/4" = 1'-0"4UNIT A - SECTION 4 KEYNOTES 128 GUTTER AND DOWNSPOUT 311 MECHANICAL EQUIPMENT, REFER TO ROOF PLAN A1.11 AND MECHANICAL PLANS FOR MORE INFORMATION 461 DECK DRAIN AND OVERFLOW SCUPPER. PIPE TO LEADERHEAD/DOWNSPOUT AT EXTERIOR WALL 462 THROUGH-WALL SCUPPER 463 LEADERHEAD TO COLLECT SLOPED ROOF, DECK DRAIN, AND OVERFLOW NO. DATE DESCRIPTION SLOPE 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BUILDING PAPER PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT 5/8" TYPE 'X' GYP. BD. SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE JAMB BEYOND REMOVABLE SCREEN INSULATION PER TITILE-24 CONTINUOUS BEAD OF SEALANT AT BACK OF FLANGE WEATHER RESISTIVE BARRIER NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BUILDING PAPER PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT INSULATION PER TITLE-24 5/8" TYPE 'X' GYP BD SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING METAL CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE CONTINUOUS BEAD OF SEALANT ℄ 6 " NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS HEADER PER STRUCT REFER TO JAMB DETAIL FOR MORE INFORMATION 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BUILDING PAPER SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING METAL DRIP EDGE METAL CORNER BEAD W/CAULKING WINDOW PER SCHEDULE NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT INSULATION PER T24 3/8" SEALANT & BACKER, TYP. 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE FIBER CEMENT LAP SIDING, SMOOTH WATER RESISTANT BARRIER FIBER CEMENT TRIM, SMOOTH, 5/4 X 4" SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING 2x4 WOOD FRAMING PER STRUCT INTERIOR FINISH ℄℄PER PLAN NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT INSULATION PER T24 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE FIBER CEMENT LAP SIDING, SMOOTH WATER RESISTANT BARRIER FIBER CEMENT TRIM, SMOOTH, 5/4 X 4" SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING 1/4" GAP ℄℄PER PLAN HEADER PER STRUCT NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT INSULATION PER T24 3/8" SEALANT & BACKER, TYP. 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE FIBER CEMENT LAP SIDING, SMOOTH WATER RESISTANT BARRIER FIBER CEMENT TRIM, SMOOTH, 5/4 X 4" SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT INSULATION PER T24 3/8" SEALANT & BACKER, TYP. 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE FIBER CEMENT LAP SIDING, SMOOTH WATER RESISTANT BARRIER FIBER CEMENT TRIM, SMOOTH, 5/4 X 4" SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT INSULATION PER T24 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE FIBER CEMENT LAP SIDING, SMOOTH WATER RESISTANT BARRIER FIBER CEMENT TRIM, SMOOTH, 5/4 X 4" SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING 1/4" GAP HEADER PER STRUCT FLASHING KERF CUT NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT INSULATION PER T24 3/8" SEALANT & BACKER, TYP. 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE FIBER CEMENT BOARD & BATTEN SIDING, SMOOTH WATER RESISTANT BARRIER FIBER CEMENT TRIM, SMOOTH, 1 1/2" X6 " SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT INSULATION PER T24 3/8" SEALANT & BACKER, TYP. 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE FIBER CEMENT BOARD & BATTEN SIDING, SMOOTH WATER RESISTANT BARRIER FIBER CEMENT TRIM, SMOOTH, 5/4 X 4" SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT INSULATION PER T24 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE FIBER CEMENT BOARD & BATTEN, SMOOTH WATER RESISTANT BARRIER FIBER CEMENT TRIM, SMOOTH, 5/4 X 4" SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING 1/4" GAP HEADER PER STRUCT NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BUILDING PAPER PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE JAMB BEYOND REMOVABLE SCREEN INSULATION PER TITILE-24 CONTINUOUS BEAD OF SEALANT AT BACK OF FLANGE WEATHER RESISTIVE BARRIER 2x4 WOOD FRAMING PER STRUCT PER PLAN NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT INSULATION PER T24 WINDOW PER SCHEDULE SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BUILDING PAPER ℄PER PLAN HEADER PER STRUCT PLYWOOD SHEATHING PER STRUCT CONTINUOUS BEAD OF SEALANT NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS THIN BRICK VENEER OVER SCRATCH AND BROWN COAT OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BUILDING PAPER PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT 5/8" TYPE 'X' GYP. BD. SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE JAMB BEYOND REMOVABLE SCREEN INSULATION PER TITILE-24 CONTINUOUS BEAD OF SEALANT AT BACK OF FLANGE 2" FOAM TRIM, FYPON OR EQUAL, SHAPED PER DIMENSIONS 6 " SLOPE NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS BRICK VENEER OVER SCRATCH AND BROWN COAT OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BUILDING PAPER PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT INSULATION PER TITLE-24 5/8" TYPE 'X' GYP BD SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING METAL CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE CONTINUOUS BEAD OF SEALANT ℄ 6 " 'L' FLASHING NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS HEADER PER STRUCT REFER TO JAMB DETAIL FOR MORE INFORMATION BRICK VENEER OVER SCRATCH AND BROWN COAT OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BUILDING PAPER FIBER CEMENT TRIM SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING 2" 4 " SLOPE NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS FIBER CEMENT TRIM STUCCO FINISH 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BUILDING PAPER STUCCO "J" MOLD SEALANT BATTEN & BOARD SIDING CAULKING 2X6 FRAMING FIBER CEMENT TRIM SLOPE TO DRAIN 2 LAYERS OF BUILDING PAPER 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BUILDING PAPER PLYWOOD SHEATHING PER STRUCT 2x6 WOOD FRAMING PER STRUCT 5/8" TYPE 'X' GYP. BD. SELF-ADHESIVE FLEXIBLE FLASHING AT OPENING 5/8" TYPE 'X' GYP. BD. METAL J MOLDING & CORNER BEAD W/ CAULKING WINDOW PER SCHEDULE JAMB BEYOND REMOVABLE SCREEN INSULATION PER TITILE-24 CONTINUOUS BEAD OF SEALANT AT BACK OF FLANGE WEATHER RESISTIVE BARRIER 4 " 2 " 1" 1 1/2" FOAM TRIM, FYPON OR EQUAL, SHAPED PER DIMENSIONS SLOPE 2 1/2" NOTE: SEE AAMA2400-10 FOR FLANGED WINDOW INSTALLATION INSTRUCTIONS ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 3" = 1'-0" 1 0 /1 7 /2 0 2 2 2 :2 9 :2 0 P M A u t o d e s k D o c s ://2 0 2 1 0 6 6 H a r t z /2 0 2 1 0 6 6 _H a r t z .r v t 10/17/22 A7.11 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 WINDOW DETAILS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 3" = 1'-0"1WINDOW SILL AT STUCCO SCALE: 3" = 1'-0"2WINDOW JAMB AT STUCCO SCALE: 3" = 1'-0"3WINDOW HEAD AT STUCCO SCALE: 3" = 1'-0"4DOUBLE WALL WINDOW SILL AT LAP SIDING SCALE: 3" = 1'-0"5DOUBLE WALL WINDOW HEAD AT LAP SIDING SCALE: 3" = 1'-0"6WINDOW SILL AT HORIZONTAL LAP SIDING SCALE: 3" = 1'-0"7WINDOW JAMB AT HORIZONTAL LAP SIDING SCALE: 3" = 1'-0"8WINDOW HEAD AT HORIZONTAL LAP SIDING SCALE: 3" = 1'-0"11WINDOW SILL AT BOARD & BATTEN SIDING SCALE: 3" = 1'-0"12WINDOW JAMB AT BOARD & BATTEN SIDING SCALE: 3" = 1'-0"13WINDOW HEAD AT BOARD & BATTEN SIDING SCALE: 3" = 1'-0"14DOUBLE WALL WINDOW SILL AT STUCCO SCALE: 3" = 1'-0"15DOUBLE WALL WINDOW HEAD AT STUCCO SCALE: 3" = 1'-0"16WINDOW SILL AT BRICK WITH SURROUND SCALE: 3" = 1'-0"17WINDOW JAMB AT BRICK SCALE: 3" = 1'-0"18WINDOW HEAD AT BRICK SCALE: 3" = 1'-0"21OPENING SILL BOARD & BATTENSCALE: 3" = 1'-0"26WINDOW SILL WITH SHAPED PLASTER 'B' NO. DATE DESCRIPTION 1 2 '-1 0 " 10'-10" 2'-5"6'-0"2'-5" 4 '-6 " 1 '-0 " 7 '-4 " 1 A7.21 __________________________________________ 12 A7.21 __________________________________________ 10 A7.21 __________________________________________ 1 1 '-8 " 7'-0" 6" 6'-0" 6" 3 '-4 " 1 '-0 " 7 '-4 " 1 A7.21 __________________________________________ 2 A7.21 __________________________________________ 24 A7.21 __________________________________________ 8'-0" ℄4'-0"4'-0" 2 '-8 " 1 '-0 " 6 '-6 " 1 '-6 " 1 1 '-8 " 3 A7.21 __________________________________________ 20 A7.21 __________________________________________ 7 A7.21 __________________________________________ 19 A7.21 __________________________________________ 18 A7.21 __________________________________________ 2 '-8 " 1 '-0 " 6 '-6 " 1 '-6 " 13'-2 7/8" ℄EQ EQ. 3 A7.21 __________________________________________ 5 A7.21 __________________________________________ 15 A7.21 __________________________________________ 12 A7.21 __________________________________________ ℄EQ EQ ℄EQEQ 23 A7.21 __________________________________________ 2 '-8 " 1 '-0 " 5 '-4 " 2 '-8 " 10'-6" 1 1 '-8 " ℄℄EQ. 3'-4" EQ. 3 A7.21 __________________________________________ 7 A7.21 __________________________________________13 A7.21 __________________________________________ 3 A7.21 __________________________________________ 7 A7.21 __________________________________________ 4 A7.21 __________________________________________ 13 A7.21 __________________________________________ 15 A7.21 __________________________________________ ℄ ℄ 2 '-8 " 1 '-0 " 6 '-6 " 1 '-6 " 1 1 '-8 " 1. ALUMINUM STOREFRONT SYSTEMS IS BASED ON ARCADIA STOREFRONT SYSTEM SERIES TG5708TC670, FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO FABRICATION. FACTORY FINISH. 2. FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATIONS. 3. REFER TO FLOOR PLANS FOR WINDOWS WITH TEMPERED GLAZING. 4. STC RATING AT RETAIL TO BE A MINIMUM OF STC 30 5. PROVIDE ANTI-GRAFFITI SHIELDS AT ALL GROUND LEVEL WINDOWS. 6. PROVIDE ULTRAVIOLET COATING ON ALL GLAZING. 7. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZADOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTUERER'S DESIGNATION SPECIFING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZADOUS LOCATIONS OF THE PURPOSE OF SAFETY GLAZING GLAZING IN: A. SWING DOORS. B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD CLOSET DOOR ASSEMBLIES. C. STORM DOORS. D. UNFRAMED SWINGING DOORS. E. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUANS, STEAM ROOMS, BATHTUBS AND SHOWERS. F. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS SIWHTIN 24 INCHES (610MM) ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONS. G. FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED IN ITEMS E AND F, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION. a. EXPOSED AREA OF AN INDIVIDUAL PANEL GREATER THAN 9 SQUARE FEET. b. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. c. EXPOSED TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR d. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914MM) HORIZONTALY OF THE PLANE OF THE GLAZING. H. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS. I. WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT a. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1525 MM) ABOVE A WLAKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING. b. THE GLAZING IS WITHIN 60 INCHES (1525 MM) OF A SWIMMING POOL OR SPACE WATER'S EDGE. J. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION). K. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLAITON 8. HARDWARE FINISH TO MATCH STOREFRONT FRAME COLOR. STOREFRONT NOTES 7'-0" 6"6'-0"6" 2 '-6 " 1 '-0 " 7 '-4 " 1 A7.21 __________________________________________ 2 A7.21 __________________________________________ 17 A7.21 __________________________________________ ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 1 0 /1 7 /2 0 2 2 2 :2 9 :2 4 P M A u t o d e s k D o c s ://2 0 2 1 0 6 6 H a r t z /2 0 2 1 0 6 6 _H a r t z .r v t 10/17/22 A7.20 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 STOREFRONT SCHEDULE 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SF1SF2SF3SF4 SF5SF6 STOREFRONT WINDOW SCHEDULE TYPE MARK WIDTH HEIGHT GLAZING FRAME MATERIAL FIRE RATING FRAME COLOR HARDWARE SET REMARKS SF1 11' - 1" 12' - 6" DUAL GLAZED LOW-E ALUM. BONE WHITE DOOR COLOR : BLACK SF2 7' - 0" 11' - 8" DUAL GLAZED LOW-E ALUM. BONE WHITE DOOR COLOR : BLACK SF2.1 7' - 0" 10' - 10" DUAL GLAZED LOW-E ALUM. BONE WHITE DOOR COLOR : BLACK SF3 8' - 0" 10' - 2" DUAL GLAZED LOW-E ALUM. BONE WHITE SF4 13' - 9" 9' - 9" DUAL GLAZED LOW-E ALUM. BONE WHITE SF5 10' - 6" 9' - 0" DUAL GLAZED LOW-E ALUM. BONE WHITE SF2.1 NO. DATE DESCRIPTION WIDE STILE STOREFRONT DOOR W/ TEMPERED GLASS -SEE SCHEDULE LINE OF VERTICAL MULLION BEYOND CONCRETE SLAB - SEE STRUCT. ALUMINUM THRESHOLD SET IN MASTIC -PEMKO 158 OR EQUAL 2 1 1/4" PER 12" MAX. SLOPE AT LANDING PER C.B.C. 1132A.4.1 1 '-0 " 1 /2 " 1 /4 " TG313ST OU T S I D E IN S I D E STOREFRONT WINDOW SILL2" 2 " T600 STOREFRONT DOOR HEAD 4 " POWDER COATED BREAK METAL CLADDING SEALANT COVER CAP 1 '-0 " OU T S I D E IN S I D E STOREFRONT AND GLAZING PER SCHEDULE SLOPE STUCCO TO DRAIN 3 COAT EXTERIOR CEMENT PLASTER OVER METAL LATH AND GRADE "D" BUILDING PAPER, FINISH PER ELEVATIONS SEALANT AND BACKER ROD SLOPE LINE OF VERTICAL MULLION BEYOND METAL STUD FRAMING 5/8" TYPE "X" GYPSUM BOARD SELF ADHESIVE MEMBRANE WRAP OVER 2X AND LAPPING OVER THE BUILDING PAPER. SHIM AS REQUIRED 1-3/4" X 4" METAL STUD SPACER (BOX BEAM) PROVIDE ADEQUATE SPACING FOR EXTERIOR FINISH TO RETURN CLEAR OF THE STOREFRONT WINDOW TG 2 0 0 TG302 OUTSIDE INSIDE TG302 TG200 OPG4602 OPG4612 COVER CAP METAL STUD FRAMING STOREFRONT FRAME AND GLAZING PER SCHEDULE SEALANT AND BACKER ROD 3 COAT EXTERIOR CEMENT PLASTER OVER METAL LATH AND GRADE "D" BUILDING PAPER, FINISH PER ELEVATIONS STUCCO J-MOLD PLASTER CORNER AIDE SELF ADHESIVE MEMBRANE WRAP OVER 2X UNDER BUILDING PAPER 1-3/4" X 4" WOOD SHIM PROVIDE ADEQUATE SPACING FOR EXTERIOR FINISH TO RETURN CLEAR OF THE STOREFRONT WINDOW TG304 STOREFRONT FRAME AND GLAZING PER SCHEDULE LINE OF HORIZONTAL MULLION BEYOND 6 " 2" BRICK VENEER ON 1/4" MORTAR BED OVER BROWN COAT AND SCRATCH COAT WOOD FRAMING STOREFRONT FRAME AND GLAZING PER SCHEDULE SEALANT AND BACKER ROD SELF ADHESIVE MEMBRANE WRAP OVER 2X BLOCKING AND UNDER THE BUILDING PAPER 1-3/4" X 4" WOOD SHIM PROVIDE ADEQUATE SPACING FOR EXTERIOR FINISH TO RETURN CLEAR OF THE STOREFRONT WINDOW TG202 T600T600 ℄6" T600 TG313ST OU T S I D E IN S I D E STOREFRONT WINDOW SILL STOREFRONT WINDOW HEAD 1 '-0 " 2 " 2 " T210T210 SEALANT POWDER COATED BREAK METAL CLADDING TG200 COVER CAP COVER CAP TG200 TG302 OU T S I D E IN S I D E 3 COAT EXTERIOR CEMENT PLASTER OVER METAL LATH AND GRADE "D" BUILDING PAPER, FINISH PER ELEVATIONS HEADER PER STRUCTURAL STUCCO J-MOLD LINE OF VERTICAL MULLION BEYOND STOREFRONT FRAME AND GLAZING PER SCHEDULE SEALANT AND BACKER ROD PLASTER CORNER AIDE 5/8" TYPE "X" GYPSUM BOARD SELF ADHESIVE MEMBRANE WRAP OVER 2X UNDER BUILDING PAPER 1-3/4" X 4" WOOD SHIM PROVIDE ADEQUATE SPACING FOR EXTERIOR FINISH TO RETURN CLEAR OF THE STOREFRONT WINDOW TG302 OUTSIDE INSIDE TG302 TG200 TG200 OPG4602 OPG4612 STOREFRONT FRAME AND GLAZING PER SCHEDULE COVER CAP LINE OF HORIZONTAL MULLION BEYOND 2" 6 " T600T600T600 TG302 6 " COVER CAP STOREFRONT VERTICAL MULLION JAMB @ CENTER DOOR OPG1861 TG302 TG302 STOREFRONT VERTICAL MULLION POWDER COATED BREAK METAL CLADDING 4" 6 " TG 2 0 0 6"4" COVER CAP TG200 TG302 TG302 OU T S I D E IN S I D E SEALANT AND BACKER ROD STUCCO J-MOLD LINE OF VERTICAL MULLION BEYOND STOREFRONT FRAME AND GLAZING PER SCHEDULE COVER CAP PLASTER CORNER AIDE 3 COAT EXTERIOR CEMENT PLASTER OVER METAL LATH AND GRADE "D" BUILDING PAPER, FINISH PER ELEVATIONS HEADER PER STRUCTURAL 5/8" TYPE "X" GYPSUM BOARD SELF ADHESIVE MEMBRANE WRAP OVER 2X UNDER BUILDING PAPER 1 3 /8 " SHIM AS REQUIRED 1-3/4" X 4" WOOD SHIM PROVIDE ADEQUATE SPACING FOR EXTERIOR FINISH TO RETURN CLEAR OF THE STOREFRONT WINDOW WOOD FRAMING STOREFRONT FRAME AND GLAZING PER SCHEDULE SEALANT AND BACKER ROD SELF ADHESIVE MEMBRANE WRAP OVER 2X BLOCKING AND UNDER THE BUILDING PAPER SHIM AS REQUIRED TG202 T600T600 ℄6" T600 BRICK VENEER ON 1/4" MORTAR BED OVER BROWN COAT AND SCRATCH COAT O F F S E T P E R P L A N WOOD FRAMING STOREFRONT FRAME AND GLAZING PER SCHEDULE SEALANT AND BACKER ROD SELF ADHESIVE MEMBRANE WRAP OVER 2X BLOCKING AND UNDER THE BUILDING PAPER SHIM AS REQUIRED T600T600 ℄6" T600 BRICK VENEER ON 1/4" MORTAR BED OVER BROWN COAT AND SCRATCH COAT TG202 TG 2 0 0 TG200 TG302 TG302 OU T S I D E IN S I D E SEALANT AND BACKER ROD STUCCO J-MOLD LINE OF VERTICAL MULLION BEYOND STOREFRONT FRAME AND GLAZING PER SCHEDULE COVER CAP PLASTER CORNER AIDE BRICK VENEER ON 1/4" MORTAR BED OVER BROWN COAT AND SCRATCH COAT HEADER PER STRUCTURAL 5/8" TYPE "X" GYPSUM BOARD SELF ADHESIVE MEMBRANE WRAP OVER 2X UNDER BUILDING PAPER 1 3 /8 " SHIM AS REQUIRED WOOD FRAMING WOOD TRIM 1 '-0 " TG200 TG302 TG302 OU T S I D E IN S I D E SEALANT AND BACKER ROD STUCCO J-MOLD LINE OF VERTICAL MULLION BEYOND STOREFRONT FRAME AND GLAZING PER SCHEDULE COVER CAP PLASTER CORNER AIDE BRICK VENEER ON 1/4" MORTAR BED OVER BROWN COAT AND SCRATCH COAT HEADER PER STRUCTURAL 5/8" TYPE "X" GYPSUM BOARD 1 3 /8 " 1-3/4" X 4" WOOD SHIM PROVIDE ADEQUATE SPACING FOR EXTERIOR FINISH TO RETURN CLEAR OF THE STOREFRONT WINDOW SELF ADHESIVE MEMBRANE WRAP OVER 2X UNDER BUILDING PAPER 1 '-0 " WOOD SHIM WOOD FRAMING STOREFRONT FRAME AND GLAZING PER SCHEDULE SEALANT AND BACKER ROD SELF ADHESIVE MEMBRANE WRAP OVER 2X BLOCKING AND UNDER THE BUILDING PAPER SHIM AS REQUIRED T600T600 ℄6" T600 BRICK VENEER ON 1/4" MORTAR BED OVER BROWN COAT AND SCRATCH COAT O F F S E T P E R P L A N JAMB @ CENTER DOOR WOOD FRAMING STOREFRONT FRAME AND GLAZING PER SCHEDULE SEALANT AND BACKER ROD SELF ADHESIVE MEMBRANE WRAP OVER 2X BLOCKING AND UNDER THE BUILDING PAPER SHIM AS REQUIRED T600T600 ℄6" T600 BRICK VENEER ON 1/4" MORTAR BED OVER BROWN COAT AND SCRATCH COAT JAMB @ CENTER DOOR ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 3" = 1'-0" 1 0 /1 7 /2 0 2 2 2 :2 9 :2 8 P M A u t o d e s k D o c s ://2 0 2 1 0 6 6 H a r t z /2 0 2 1 0 6 6 _H a r t z .r v t 10/17/22 A7.21 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 STOREFRONT DETAILS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 3" = 1'-0"1STOREFRONT DOOR THRESHOLD SCALE: 3" = 1'-0"2STOREFRONT DOOR HEAD-WINDOW SILL SCALE: 3" = 1'-0"3STOREFRONT SILL AT STUCCO SCALE: 3" = 1'-0"4STOREFRONT DOUBLE FRAME JAMB AT STUCCO SCALE: 3" = 1'-0"5STOREFRONT VERTICAL MULLION SCALE: 3" = 1'-0"9STOREFRONT DOUBLE FRAME WINDOW JAMB AT BRICK SCALE: 3" = 1'-0"7STOREFRONT WINDOW HEAD & SILL SCALE: 3" = 1'-0"14STOREFRONT WINDOW HEAD AT STUCCO SCALE: 3" = 1'-0"20STOREFRONT DOUBLE FRAME VERTICAL MULLION SCALE: 3" = 1'-0"10STOREFRONT DOUBLE VERTICAL MULLION @ DOOR SCALE: 3" = 1'-0"15STOREFRONT DOUBLE VERTICAL MULLION @ WINDOW SCALE: 3" = 1'-0"13STOREFRONT DOUBLE FRAME WINDOW HEAD AT STUCCO SCALE: 3" = 1'-0"12STOREFRONT WALL FRAME WINDOW JAMB AT BRICK SCALE: 3" = 1'-0"19DOUBLE WALL FRAME WINDOW JAMB AT BRICK SCALE: 3" = 1'-0"18DOUBLE WALL WINDOW HEAD WITH TRIM AT BRICK SCALE: 3" = 1'-0"23STOREFRONT WINDOW HEAD WITH TRIM AT BRICK SCALE: 3" = 1'-0"17STOREFRONT WALL FRAME DOOR JAMB AT BRICK SCALE: 3" = 1'-0"24DOUBLE WALL FRAME DOOR JAMB AT BRICK NO. DATE DESCRIPTION SLOPE FINISH GRADE -SLOPE AWAY FROM BUILDING, SEE LANDSCAPE DWGS. PLASTER WEEP SCREED 2 X 6 FRAMED WALL -SEE STRUCT. 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH PREMOLDED EXPANSION JOINT W/ SEALANT AND BACKER ROD Z METAL FLASHING SELF-ADHESIVE MEMBRANE INSTALLED UNDER BUILDING PAPER AND LAP ONTO WEEP SCREED ℄ 2 " 2 " TREMCO TREMPROOF 250GC WRAP UP WALL MIN. 6" PAST STUCCO SCREED ℄ 4 " STOREFRONT WINDOW PER SCHEDULE EXTERIOR WALL FINISH BEYOND SEALANT EXPANSION BOARD SLAB ON GRADE CONCRETE SEE LANDSCAPE 3' MIN. THICKNESS CONCRETE SLAB SEE DETAIL 3/A9.13 FOR ADDITIONAL INFORMATION NOT SHOWN HERE SHIM AS REQUIREDINTERIOR L A P2" G.I. FLASHING LAPPED OVER TREMCO TREMPROOF 250 GC PAN FLASHING UNDER STOREFRONT AND LAPPED OVER WATERPROOFING. REFER TO SLOPE FINISH GRADE -SLOPE AWAY FROM BUILDING, SEE LANDSCAPE DWGS. PLASTER WEEP SCREED CMU WALL -SEE STRUCT. 2-COATS EXTERIOR CEMENT PLASTER ON CMU WALL PREMOLDED EXPANSION JOINT W/ SEALANT AND BACKER ROD P E R C B C 2 5 1 2 .1 .2 2 " 6 " TREMCO TREMPROOF 250GC WRAP UP WALL MIN. 6" PAST STUCCO SCREED 8" MTL FLASHING CENTERED ON EXPOSED WATERPROOFING SELF-ADHERING MEMBRANE UNDER BUILDING PAPER. WRAP ONTO WEEP SCREED. S L A B P L A N S E E NOMINAL WOOD STUD FRAMING EXTERIOR CEMENT PLASTER OVER GRADE "D" 60 MIN. BUILDING PAPER AND METAL LATH STOCKTON PRODUCTS G.I. "J" BEAD WITH WEEPS SEALANT TOPPING CONCRETE PER LANDSCAPE CONCRETE PODIUM SLAB, SEE STRUCTURAL SELF-ADHESIVE MEMBRANE UNDER BUILDING PAPER AND OVER "J" MOLD REFER TO FOR WATERPROOFING 6 " METAL FLASHING OVER EXPOSED WATERPROOFING EXTERIOR CEMENT PLASTER OVER GRADE "D" 60 MIN BUILDING PAPER 2x BLOCKING G.I. "L" METAL FLASHING OVER TREMCO 250 GC STOCKTON PRODUCTS "J" BEAD WITH WEEPS TOPPING CONCRETE SLOPED TO DRAIN CONCRETE PODIUM SLAB, SEE STRUCTURAL TREMCO TREMDRAIN STOCKTON PRODUCTS EWC EXPANSION CHANNEL INTERIOR FINISH PER SCHEDULE LIGHT GAGE METAL FRAMING SEE DETAIL FOR ADDITIONAL INFORMATION NOT SHOWN HERE 2 " REFER TO EXT. ELEVATIONS TO VERIFY EXTERIOR FINISHES, TYP. U .N .O . 5 1 /2 " 6 " SELF-ADHERING MEMBRANE TO WRAP ONTO "J" MOLD EXTEND WATERPROOFING 6" PAST SILL PLATE METAL FLASHING OVER EXPOSED WATERPROOFING EXTERIOR CEMENT PLASTER OVER GRADE "D" 60 MIN BUILDING PAPER 5/8" TYPE "X" GYPSUM WALLBOARD CONCRETE PODIUM SLAB, SEE STRUCTURAL 2X PRESSURE TREATED SILL PLATE STOCKTON PRODUCTS EWC EXPANSION CHANNEL 5/8" TYPE "X" GYPSUM WALLBOARD LIGHT GAGE METAL FRAMING INSULATION PER TITLE 24 REFER TO EXT. ELEVATIONS TO VERIFY EXTERIOR FINISHES, TYP. NOMINAL 2X WOOD FRAMING PER PLANS SELF-ADHERING MEMBRANE BEHIND CHANNEL SLOPE FINISH GRADE -SLOPE AWAY FROM BUILDING, SEE LANDSCAPE DWGS. PLASTER WEEP SCREED CMU WALL -SEE STRUCT. 2-COATS EXTERIOR CEMENT PLASTER ON CMU WALL P E R C B C 2 5 1 2 .1 .2 4 " 6 " 8" MTL FLASHING CENTERED ON EXPOSED WATERPROOFING TREMCO TREMPROOF 250GC WRAP UP WALL MIN. 6" PAST STUCCO SCREED SELF-ADHERING MEMBRANE UNDER BUILDING PAPER. WRAP ONTO WEEP SCREED. FRAME FOR MATERIAL TRANSITION FLOORING FINISH (SHOWN DOTTED) CONCRETE OVERPOUR SLAB ON CONCRETE PODIUM SLAB CONCRETE SLAB SEE STRUCT. WATERPROOFING, SEE DETAIL & SLOPE PER PLAN EXTERIOR FINISH MATERIAL STUCCO INTERIOR FINISH PAINT O/ GYP. BD. 5 1 /2 " 5/8" TYPE "X" GYPSUM WALLBOARD RESILIENT CHANNELS FOR ACOUSTICAL RATING AS OCCURS PER PLANS NOMINAL WOOD FRAMED WALL PER PLANS BASE PER SCHEDULE CONCRETE SLAB PER STRUCTURAL S L A B P L A N S E E NOMINAL WOOD FRAMING INSULATION AS OCCURS EXTERIOR CEMENT PLASTER OVER GRADE "D" 60 MIN. BUILDING PAPER AND METAL LATH INTERIOR FINISH AS OCCURS STOCKTON PRODUCTS G.I. "J" BEAD WITH WEEPS SEALANT TOPPING CONCRETE PER LANDSCAPE CONCRETE PODIUM SLAB, SEE STRUCTURAL 2 " 2X PRESSURE TREATED SILL PLATE 6 " METAL FLASHING OVER EXPOSED WATERPROOFING SELF-ADHERING MEMBRANE LAP ONTO "J" MOLD REFER TO 3/A9.13 FOR WATERPROOFING INFORMATION DOOR PER SCHEDULE DOOR FRAME BEYOND DOOR BOTTOM PER HARDWARE SCHEDULE PEMKO 2548A THRESHOLD CONCRETE PODIUM SLAB, SEE STRUCTURAL PLASTER KEY 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BLDG PAPER 2% SLOPE MAX. PLI-DEK WATERPROOF DECK SYSTEM 16 GA BONDARIZED SLAB EDGE FLASHING, PAINT TO MATCH ADJACENT PLASTER 3 /4 " D E P R E S S I O N GUTTER ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 1 0 /1 7 /2 0 2 2 2 :2 9 :5 2 P M A u t o d e s k D o c s ://2 0 2 1 0 6 6 H a r t z /2 0 2 1 0 6 6 _H a r t z .r v t 10/17/22 A8.50 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 SLAB DETAILS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 3" = 1'-0"1CURB AT RETAIL SCALE: 1 1/2" = 1'-0"7STOREFRONT SILL SCALE: 3" = 1'-0"6PLASTER @ SIDEWALK SCALE: 1 1/2" = 1'-0"3EXTERIOR WALL AT PODIUM SCALE: 1 1/2" = 1'-0"2CONCRETE SLAB @ WALL SCALE: 1 1/2" = 1'-0"10CONCRETE SLAB AT WALL SCALE: 3" = 1'-0"11PLASTER AT GRADE SCALE: 3" = 1'-0"9FLOOR TRANSITION AT PODIUM SCALE: 3" = 1'-0"15CORRIDOR WALL AT SLAB SCALE: 1 1/2" = 1'-0"5WOOD STUD PERIMETER WALL SCALE: 3" = 1'-0"8INTERIOR DOOR AT PODIUM SCALE: 1 1/2" = 1'-0"4PODIUM DECK EDGE (3/4" DEPRESSION) SCALE: 1 1/2" = 1'-0"26A8.50/26_ NO. DATE DESCRIPTION SCALE: 1 1/2" = 1'-0"23A8.50/23_ SCALE: 1 1/2" = 1'-0"25A8.50/25_ SCALE: 1 1/2" = 1'-0"27A8.50/27_ SCALE: 1 1/2" = 1'-0"28A8.50/28_ SCALE: 1 1/2" = 1'-0"30A8.50/30_ SCALE: 1 1/2" = 1'-0"29A8.50/29_SCALE: 1 1/2" = 1'-0"24A8.50/24_ SCALE: 1 1/2" = 1'-0"20A8.50/20_ SCALE: 1 1/2" = 1'-0"21A8.50/21_ SCALE: 1 1/2" = 1'-0"22A8.50/22_ SCALE: 1 1/2" = 1'-0"19A8.50/19_ SCALE: 1 1/2" = 1'-0"18A8.50/18_ SCALE: 1 1/2" = 1'-0"17A8.50/17_ SCALE: 1 1/2" = 1'-0"16A8.50/16_ SCALE: 1 1/2" = 1'-0"12A8.50/12_ SCALE: 1 1/2" = 1'-0"13A8.50/13_ SCALE: 1 1/2" = 1'-0"14A8.50/14_ GALV. STORM COLLAR WITH DRAWBAND AND SCREWS STAINLESS STEEL DRAWBAND AND SCREW SINGLE PLY DETAIL MEMBRANE PER MANUFACTURER. SINGLE PLY ROOFING MATERIAL PER SPECS PLYWOOD CRICKET W/ 2x BLOCKING AS REQ'D ROOF SHEATHING AND FRAMING PER STRUCT. NOTE:ALL SHEET METAL FLASHING TO BE 24 GA. G.I. U.O.N., PAINT VENTSTACK ROOF JACK 8 " M I N MECHANICAL EQUIPMENT ROOF PLYWOOD SHEATHING AND WOOD FRAMING PER STRUCT 4 " 18 GA. GALV. METAL SHEET SET IN INDUSTRIAL ROOF CONTINUOUS BEAD AT TOP OF THERMOPLASTIC ROOF MEMBRANE TERMINATION OF INDUSTRIAL ROOF SCREW THROUGH COVER AND NEOPRENE FOAM FILLER/SOUND ATTENUATION MATERIAL SINGLE PLY ROOFING O/ PLYWOOD SHEATHING. INSTALL PER MANUFACTURER'S 8 " M I N . A T T O P O F C R I C K E T 1-1/4" THK PLWOOD SHTG PROVIDE 2x BLOCKING FOR REINFORCEMENT ROOF FRAMING PER STRUCT. TPO ROOFING - REFER TO ROOF PLAN FOR SPECIFICATIONS BIRD SCREEN FLAT ROOF JACK VENT 24" X 24" ACME CONE GRAVITY VENT SET FLANGE IN MASTIC ALL AROUND ROOFING MASTIC -PER MANUFACTURER 1 " 4' MIN. 24" N.T.S. 4" MIN. 6 " 1 3 " 3" DIA. STEEL PIPE DOWNSPOUT 2" WIDE 24 GA. GALV. STEEL STRAP AT 10'-0" O.C. STUCCO ELASTOMERIC SHEET WATERPROOFING EXTEND 6" MIN. PAST PLATE BOTH SIDES PLYWOOD SHEAR WALL PER STRUCT SLEEVE FASTENER SET IN SEALANT 2x FRAMING 2x BLOCKING STEEL ANCHOR PLATE -ATTACH TO STUD OR SOLID BLOCKING PER STRUCTURAL. PROVIDE 12"x12" ELASTOMERIC SHEET WATERPROOFING OVER SOLID BACKING -TYPICAL, LAP SHINGLE STYLE W/ BUILDING PAPER. FASTENER SET IN SEALANT 2x4 MIN. BLOCKING 2" WIDE 24 GA. GALV. STEEL STRAP AT 10'-0" O.C. MAX G.I. ROUND DOWNSPOUT STUCCO O/ BLDG PAPER GYP. BD. 2x FRAMING SELF-ADHERING MEMBRANE BEHIND ANCHOR PLATE W/ MECH. DRAWINGS & EQUIPMENT MFR VERIFY PLATFORM SIZE NOTE: NOTE: VERIFY PLATFORM DIMENSIONS AND CONNECTIONS WITH CONDENSER MANUFACTURER PRIOR TO CONSTRUCTION. PROVIDE VIBRATION ISOLATORS AT ALL MECHANICAL EQUIPMENT MECHANICAL 2x BLOCKING, RIP TO MATCH ROOF SLOPE, TYP. 1-1/4" THK PLYWOOD SHTG 18 GA. GALVANIZED METAL SHEET SET IN INDUSTRIAL ROOF CEMENT F I R E R E S I S T I V E 1 -H R RA T E D ROOF PLYWOOD AND SHEATHING AND WOOD FRAMING PER SINGLE PLY ROOFING O/ PLYWOOD SHEATHING, INSTALL PER MANUFACTURER'S WRITTEN SPECIFICATIONS BATT INSULATION 1-1/4" GYPSUM CONCRETE TOPPING2x FRAMING AROUND PERIMETER C L R . 6 " 2 " ROOF LINE 2" WIDE 24 GA. GALV. STEEL STRAP AT 10'-0" O.C. MAX. 4 " CLR 4" 6" 12" ALIGN PROVIDE SEALANT ON ALL FOUR SIDES BETWEEN STUCCO WALL AND SHEET METAL NOTE: OVERFLOW SCUPPER TO BE 3X THE REQUIRED MIN. DRAIN AREA 3" DIAMETER ROUND DOWNSPOUT ADDITIONAL NOTES: -SIZING PER 2016 CA PLUMBING CODE FOR 2" OF RAIN FALL PER HOUR -ROOF DRAIN AND OVERFLOW DRAIN MUST MAINTAIN INDEPENDENT LINES TO THE YARD BOX -ROOF DRAINAGE NOT PERMITTED TO FLOW OVER PUBLIC PROPERTY 9 A8.60 10 A8.60 MIN. 2" 2 " M I N . FLASHING LAP 4" MIN. BASE SLOPE SEALE D LAP STUCCO O/ BUILDING PAPER ELASTOMERIC SHEET WATERPROOFING EXTEND 6" BEYOND CORNER STUCCO J-MOLD TYP FLASHING WOOD SHIM FIBER CANT STRIP 2X BLOCKING SEALANT AT JOINT TYP PRE-MANUFACTURED 26 GA MIN. GALVANIZED TPO COATED SHEET METAL SCUPPER, SOLDER ALL JOINTS 2x BLOCKING ELASTOMERIC SHEET WATERPROOFING EXTEND 6" DOWNFACE 2x PARAPET WALL FRAMING PER STRUCT FACE OF WALL BEYOND SINGLE-PLY ROOF PER MANUFACTURER STUCCO O/ BLDG PAPER ELASTOMERIC SHEET WATERPROOFING EXTEND 6" DOWN FACE STUCCO J MOLD SEALANT ALL AROUND G.I. COLLECTOR PRE-MANUFACTURED 26 GA. MIN. GALVANIZED TPO COATED SHEET METAL SCUPPER, SOLDER ALL JOINTS STUCCO J MOLD ELASTOMERIC SHEET WATERPROOFING EXTEND 6" DOWN FACE 2" WIDE 24 GA. GALV. STEEL STRAP AT 10'-0" O.C. MAX.ROOF FRAMING SEE STRUCT 3" MIN. DIAMETER G.I. DOWNSPOUT PRIMARY ROOFING MATERIAL AND APPLICATION OVER A WOOD DECK MECHANICALLY FASTEN ONE LAYER OF ENERGY 3 FR ASTM C1289 TYPE II CLASS 2 6 FASTENERS PER BOARD. THIS IS FOLLOWED BY JOHNS MANVILL 60 MIL ASTM D 6878 MECHANICALLY ATTACHED OR APPROVED EQUAL 9 " T A L L C U R B A B O V E H IG H E S T A D J A C E N T R O O F S U R F A C E 2" SQ. GALV. UNI-STRUT RAILS TYP. WHEN EQUIP. SCREEN OCCURS SHADING INDICATES MIN. 9" HIGH LEVEL FLASHING CURB HVAC COMPRESSOR PER MECH PLANS AN Y A D J A C E N T VE R T I C A L S U R F A C E ANY ADJACENT VERTICAL SURFACE 2" SQ. x 1/2" THK. RUBBER WASHERS T & B ± 7/16" CARRIAGE BOLT LENGTH AS REQUIRED KINETICS FDS-1-120 SPRING ISOLATOR @ UNI-STRUT TO CURB SET ON CONT. BED OF 1 PART URETHENE SEALANT TUBE CONTINUATION MAY OCCUR @ END CURB WHEN MECH. SCREEN IS INDICATED ON ROOF PLAN . SEE MANUFACTUERER SPECS PER https://www.unistrut.biz/produc t/p1001/ 24 GA. GALV. MTL. FLASHING CAP UNITSTRUCT P1001, 12GA. 9" TALL 2X4 FLASHING CURB FROM HIGH SIDE ROOF SLOPE 1/2" THK. PLYWOOD 3 1/2" HIGH FIBER CANT ROOF SHEATHING PER STRUCT. PLANS SINGLE PLY ROOFING CARRY UP O/CURB SA.F. LAP 2" O/ROOF MEMBRANCE * NOTE: VERIFY W/ MANUFACTURE FOR CONDENSING UNIT SIZE & REQUIRED CLEARANCES. 8" * 28" *24" * 2 8 " * 4 1/4" 2 " * 6 '-0 " V E R I F Y 8'-0" VERIFY 2 8 " * 1 2 " * 2 4 " V E R I F Y 2 4 " V E R I F Y 28" * 8" * 2 4 " V E R I F Y PROVIDE 24 GA. G.I. TPO COATED METAL PREFAB. SCUPPER FLASHING TO CONFORM TO DIMENSIONS OF OPENING NOTES: 1. PRIOR TO SCUPPER INSTALLATION, EMBED ONE PLY OF REINFORCING FIBERGLASS FELT OVER THE WALL AT SCUPPER AREA, LARGE ENOUGH TO EXTEND BEYOND ALL SCUPPER FLANGES AT LEAST 4" 2. PROVIDE CONTINUOUS SEALANT ALONG FOUR SIDES AT JUNCTURE WITH OUTSIDE WALL SURFACE 4 " 4" 4" WALL TYPE. VERIFY WITH 6 " 6 " A A 1'-2"1'-8"1'-2" 4'-0" PLA SECTION M I N2" 5" MIN 8" MIN 3 " NOTES: 1. STEEL CLAMPING RINGS MUST BE USED ON ALL ROOF AND OVERFLOW DRAINS. 2. IF THE DRAIN SUMP IS RECESSED BELOW THE DECK MORE THAN FOUR INCHES, PLYWOOD OR WOOD CANT STRIP SHALL BE INSTALLED TO MEET FLUSH WITH THE TOP OF THE SUMP. THE PLYWOOD CANT SHALL BE INSTALLED AT A 45 DEGREE ANGLE WITH THE TOP AND BOTTOM EDGES MITERED TO FIT FLUSH WITH THE SUBSTRATE 3. AFTER COMPLETE INSTALLATION OF THE ROOF SYSTEM, CONTRACTOR SHALL INSPECT AND TEST ALL ROOF DRAINS TO ASSURE THAT NO CLOGGING OF THE DRAINAGE SYSTEM IS PRESENT. THE ROOF DRAIN LEADER SHOULD BE IN SUCH CONDITION THAT THE FULL DIAMETER OF THE DRAIN LEADER IS CLEAR. OVERFLOW ROOF DRAIN ASSEMBLY ROOF DRAIN ASSEMBLY SINGLE PLY CAULKING SINGLE PLY ROOFING MATERIAL PER SPECS PLYWOOD DECK FIBER CANT STRIP TO MATCH HEIGHT OF SUMP WOOD BLOCKING AS NECESSARY FOR ADEQUATE STRUCTURAL SUPPORT SEE PLUMBING DRAWINGS FOR PIPING CONNECTION AND LAYOUT SEE ROOFING MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL 1' -0" 6" M I N . 3' X 3' HOLLOW METAL DOOR & FRAME WITH HASP FRAMING -SEE STRUCTURAL SL. FIBER CEMENT PANEL PER ELEVATION 2x4 WOOD TRIM BOARD. S4S PRIME AND PAINT 1x3 WOOD BATT PER ELEVATION 2x3 WOOD TRIM BOARD. S4S PRIME AND PAINT 24 GA. G.I. REGLET FLASHING CONTINUOUS BEAD AT TOP OF THERMOPLASTIC ROOF MEMBRANE TERMINATION OF INDUSTRIAL ROOF CEMENT. 3/4" EXTERIOR PLYWOOD BACKING 3" 2" D -RAKE TO WALL A -RIDGE/HIP B -VALLEY E -RAKE C -RIDGE @ MANSARD ROOF F -ROOF TO WALL LA P LA P PER STRUCT. MI N . MI N . COMPOSITION ROOF SHINGLES ROOF FRAMING SEE STRUCTURAL NOTE: REFER TO ROOF MANUFACTURERS SPECIFICATIONS FOR COMP. ROOF SHINGLES 2x BARGE SIZE PER ELEVATIONS BUILDING PAPER STUCCO 1X2 BLOCKING 2x4 OUTLOOKERS AT 24" O.C. STARTER BOARD UNDERLAYMENT G.I. FLASHING WITH DRIP STUCCO BUILDING PAPER 1x6 CONTINUOUS METAL FLASHING METAL PAN FLASHING UNDERLAYMENT ROOF SHEATHING 2x BLOCKING COMPOSITION ROOF SHINGLES ROOF FRAMING SEE STRUCTURAL ROOF SHEATHING UNDERLAYMENT COMPOSITION ROOF SHINGLES NOTE: PENETRATIONS & INTERUPTIONS AT METAL VALLEY FLASHING NOT PERMITTED. CONT. 26 GA. METAL X 24" WIDE VALLEY FLASHING WITH STANDING SEAM SPLASH PER TILE MANUFACTURER ROOF SHEATHING 36'' WIDE SWEAT SHEET UNDERLAYMENT COMPOSITION ROOF SHINGLES NOTE: REFER TO ROOF TILE MANUFACTURERES SPECIFICATIONS FOR INSTALLATION OF TILE NOTE: REFER TO ROOF TILE MANUFACTURERES SPECIFICATIONS FOR INSTALLATION OF COMPOSITION SHINGLES COMPOSITION ROOF SHINGLES ROOF FRAMING SEE STRUCTURAL ROOF SHEATHING UNDERLAYMENT NOTE: REFER TO ROOF MANUFACTURERS SPECIFICATIONS FOR INSTALLATION OF COMPOSITION ROOFING METAL FLASHING -PRIMES & PAINTED TO MATCH SHINGLES BEAD OF BITUMASTIC ADHESIVE/SEALANT FASTENERS @ 12" O.C. FLAT ROOF AREA SINGLE-PLY ROOFING MEMBRANE BUILDING PAPER STUCCO 1x6 CONTINUOUS METAL FLASHING COMPOSITION ROOF SHINGLES UNDERLAYMENT ROOF SHEATHING METAL FLASHING 2x BLOCKING NOTE: REFER TO ROOF TILE MANUFACTURERES SPECIFICATIONS FOR INSTALLATION COM. ROOF SHINGLES M I N . L A P 3 " M I N . L A P 2 " MN. LAP 6" OUTLOOKER BACKSPAN PER ROOF PLAN 3"MI N . 1" PER ROOF MANUF. NOTE: REFER TO ROOF TILE MANUFACTURERES SPECIFICATIONS FOR INSTALLATION OF COMPOSITION SHINGLES ROOF FRAMING SEE STRUCTURAL FLASHING 5 15/16" STEP 3" 2" G.I. CAP FLASHING, PRIMED AND PAINTED TO MATCH ADJACENT EXTERIOR PLASTER BLOCKING PROVIDE SELF ADHERING MEMBRANE UNDER METAL CAP FLASHING, WRAP DOWN 4" MIN. EACH SIDE. PLYWOOD FLAT ROOF AREA TPO ROOFING TO WRAP AROUND CAP AND PARAPET AT STUCCO STOP SHEAR PANEL AS OCCURS PER STRUCTURAL SLOPE SIDING EXTERIOR GYPSUM SHEATHING METAL FLASHING W/ DRIP, PAINT TO MATCH ROOF SHEATHING ASPHALT SHINGLE NOTE: REFER TO ROOF MANUFACTURERS SPECFICATIONS FOR INSTALLATION OF ASPHALT SHINGLE ROOF FRAMING - REFER TO STRUCT. 12" STARTER FELT ROOFING FELT UNDERLAYMENT FINSH PER ELEVATION RAFTER TAIL WHERE OCCURS ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 1 0 /1 7 /2 0 2 2 2 :2 9 :5 8 P M A u t o d e s k D o c s ://2 0 2 1 0 6 6 H a r t z /2 0 2 1 0 6 6 _H a r t z .r v t 10/17/22 A8.60 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 ROOF DETAILS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 3" = 1'-0"1VENT FLASHING AT ROOF SCALE: 3" = 1'-0"2ROOF MECHANICAL PLATFORM SCALE: 3" = 1'-0"3FLAT ROOF VENT JACK SCALE: 3" = 1'-0"4DOWNSPOUT SCALE: 3" = 1'-0"5DOWNSPOUT ANCHOR STRAP SCALE: 3/4" = 1'-0"7MECHANICAL EQUIPMENT PLATFORM SCALE: 1 1/2" = 1'-0"8OVERFLOW AND SCUPPER SCALE: 3" = 1'-0"9OVERFLOW SCUPPER SCALE: 1 1/2" = 1'-0"10SCUPPER AND DOWNSPOUT SCALE: 1 1/2" = 1'-0"11ROOFING SYSTEM SCALE: 3" = 1'-0"13A.C. COMPRESSOR ISOLATION SCALE: 1 1/2" = 1'-0"6OVERFLOW SCUPPER SCALE: 1 1/2" = 1'-0"14ROOF DRAIN AND OVERFLOW SCALE: 1 1/2" = 1'-0"21CLERESTORY ACCESS HATCH SCALE: 1 1/2" = 1'-0"23TYP. ASPHALT ROOFING DETAILS SCALE: 3" = 1'-0"26ROOF PARAPET DETAIL - SIDING SCALE: 1 1/2" = 1'-0"27WALL TO ROOF AT EAVE DETAIL NO. DATE DESCRIPTION 2" MI N . SLOPE SIDEWALK PAVING - SLOPE AWAY FROM BUILDING, SEE LANDSCAPE DWGS. PLASTER WEEP SCREED PREMOLDED EXPANSION JOINT W/ SEALANT AND BACKER ROD WOOD FRAMED WALL - SEE STRUCT. 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON CMU WALL 2 1 / 2 " 1 1 / 2 " 1" 3" 1" 2" 1 1/2" 5 1 / 2 " 1/ 2 " 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BLDG PAPER SOLID BLOCKING PROVIDE G.I. DRIP FLASHING WOOD TRIM, PRIMED AND PAINTED SEALANT AND BACKER ROD 2 1 / 2 " 1 1 / 2 " 1" 3" 1" 2" 1 1/2" 5 1 / 2 " 1/ 2 " SIDING, SEE ELEVATIONS AND FINISH SCHEDULE SOLID BLOCKING WOOD TRIM, PRIMED AND PAINTED SEALANT AND BACKER ROD PROVIDE G.I. DRIP FLASHING 2 1 / 2 " 1 1 / 2 " 1" 3" 1" 2" 1 1/2" 5 1 / 2 " 1/ 4 " 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BLDG PAPER SOLID BLOCKING PROVIDE SEALANT AT G.I. FLASHING WOOD TRIM, PRIMED AND PAINTED G.I. CAP FLASHING, PRIMED AND PAINTED TO MATCH ADJACENT EXTERIOR PLASTER STUCCO STOP PROVIDE SELF ADHERING MEMBRANE UNDER METAL CAP FLASHING, WRAP DOWN 4" MIN. EACH SIDE. PLYWOOD FLAT ROOF AREA TPO ROOFING TO WRAP AROUND CAP AND PARAPET AT STUCCO STOP SHEAR PANEL AS OCCURS PER STRUCTURAL SLOPE 2x WOOD FRAMING AND PLYWOOD SHEATHING PER PLAN -SEE STRUCT 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON CMU WALL 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON CMU WALL FRY REGLET "2 PIECE PLASTER CONTROL SCREED", DARK BRONZE ANNODIZED 2 " 2 " INSTALL SELF-ADHESIVE MEMBRANE BEHIND REGLET LAP METAL LATH AND BUILDING PAPER OVER FLASHING 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BLDG PAPER EXTERIOR WALL PER PLAN CORROSION RESISTANT METAL OR VINYL WEEP SCREED W/ WEEP HOLES @ 6" O.C. 6 " 2% SLOPE 2-1/2" MIN. LIGHT WEIGHT CONC. ON 3/4" EXT. GRADE PLYWOOD DECK 2x FLR JOIST RIP TO SLOPE 1/4":FT SEE STRUCT 2 " VERTICAL METAL FLASHING TO COVER EXPOSED WATERPROOFING LAP SELF-ADHESIVE MEMBRANE ONTO WEEP SCREED AND UNDER BUILDING PAPER REFER TO 8/A9.03 FOR ADDITIONAL WATERPROOFING INFORMATION 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON CMU WALL SUPERIOR SSC078W200A DRIP SCREED 6 " 6" LAP SELF-ADHESIVE MEMEBRANE UNDER BUILDING PAPER 6" IN EACH DIRECTION. 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON CMU WALL PLASTER CORNER BEAD GYP BD WHERE OCCURS 6" 6 " PROVIDE 12 WIDE SWATH OF FLEXIBLE FLASHING CENTERED ON CORNER SELF-ADHESIVE MEMEBRANE UNDER BUILDING PAPER MI N . W I D E F L A S H I N G LAP METAL LATH OVER REVEAL SCREED 3-COATS EXT. CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BLDG PAPER 24 GA. METAL PLASTER SCREED 2x WOOD FRAMING AND PLYWOOD SHEATHING - SEE STRUCT. CONTINUE GYPSUM BOARDS AT 2-HOUR AREA SEPARATION WALLS 6" WIDE MIN. WATERPROOFING MEMBRANE FLASHING 1 " A D D 'L L A Y E R O F 6 " 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BLDG PAPER 24 GA. METAL PLASTER SCREED - LAP METAL LATH OVER SCREED 2x WOOD FRAMING AND PLYWOOD SHEATHING PER PLAN - SEE STRUCT. 6" WIDE MIN. WATERPROOFING MEMBRANE FLASHING 1 /2 " M I N . W I D E F L A S H I N G A D D 'L L A Y E R O F 6 " WATER-RESISTIVE BARRIER 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BLDG PAPER EXTERIOR WALL PER PLAN 6 " 2 " 2% SLOPE MAX. 2x FLR JOIST RIP TO SLOPE 1/4":FT SEE STRUCT PLI-DEK WATERPROOF DECK SYSTEM O/ PLYWOOD SUBSTRATE SELF-ADHESIVE MEMBRANE 4" 'L' SHEET METAL FLASHING BLOCKING AS REQ'D 2x6 NOMINAL FRAMING MEMBERS SELF-ADHERING MEMBRANE GRADE "D" 60 MINUTE BUILDING PAPER EXTERIOR CEMENT PLASTER OVER METAL LATH SLOPE SLOPE FINISH GRADE - SLOPE AWAY FROM BUILDING, SEE LANDSCAPE DWGS. PLASTER WEEP SCREED WALL PER PLAN 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BUILDING PAPER PREMOLDED EXPANSION JOINT W/ SEALANT AND BACKER ROD METAL FLASHING FINISHED SLAB ℄ H E I G H T P E R E L E V A T I O N S BRICK VENEER W/ BOND COAT FLASHING WOOD CANT STRIP 2X FRAMED FLAT P E R C R C 7 0 3 .7 .2 .1 4 " M I N RIM JOIST PER STRUCT. PLYWOOD SHEATHING PER PLAN/SECTION BOARD & BATTEN METAL FLASHING METAL "J" MOLD 4x8 OR 4x12 FOAM TRIM PER ELEVATION 4" 2 " 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BLDG PAPER RIM JOIST PER STRUCT. WOOD FRAMING PER STRUCTURE 3-COATS EXTERIOR CEMENT PLASTER OVER METAL LATH ON 2 LAYERS OF GRADE 'D' BLDG PAPER RIM JOIST PER STRUCT. WOOD FRAMING PER STRUCTURE 2x PARAPET WALL FRAMING PER STRUCT TOPPING SLAB (SLOPE TO DRAIN) STUCCO O/ BLDG PAPER ELASTOMERIC SHEET WATERPROOFING EXTEND 6" DOWN FACE 24 GA. GALV FLASHING @ HD SWEAT SOLDER CONTINUOUS TO SCUPPER SEALANT ALL AROUND PRE-MANUFACTURED 26 GA. MIN. GALVANIZED SHEET METAL SCUPPER, SOLDER ALL JOINTS, 6" WIDE x 3" TALL AT EACH PRIMARY AND OVERFLOW STUCCO J MOLD ELASTOMERIC SHEET WATERPROOFING EXTEND 6" DOWN FACE CONCRETE PODIUM DECK BACKER ROD & SEALANT 24 GA GALV. DAM HELD 1/4" OFF BOTTOM FOR DRAINAGE OVERFLOW 3 ". 3 ". 1 /4 " FLASHING OVER SELF- ADHERING MEMBRANE SUPERIOR SSC078W200A DRIP SCREED PLI-DEK WATERPROOF DECK SYSTEM O/ PLYWOOD SUBSTRATE EXT. GRADE PLYWOOD O/ 2x FLOOR JOISTS (RIP TO SLOPE) PER STRUCTURAL 16 GA. BONDARIZED DECK EDGE FLASHING AND GUTTER, PAINT TO MATCH ADJACENT PLASTER FRAMING PER STRUCTURAL, RIP TO SLOPE EXTERIOR CEMENT PLASTER OVER (2) LAYER GRADE "D" BUILDING PAPER & METAL LATH. SELF-ADHERED ELASTOMERIC FLASHING, WRAP 4" MIN. EACH SIDE OF MOUNTING PLATE PLASTER KEY NOTE: EXTERIOR BALCONIES AND ELEVATED WALKING SURFACE DESIGNED WITH LIVE LOAD OF 1.5X OF LOAD FOR OCCUPANCY SERVED (NOT TO EXCEED 100 PSF) ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 As indicated 1 0 /1 7 /2 0 2 2 2 :3 0 :0 2 P M A u t o d e s k D o c s ://2 0 2 1 0 6 6 H a r t z /2 0 2 1 0 6 6 _H a r t z .r v t 10/17/22 A8.70 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 EXTERIOR DETAILS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 3" = 1'-0"2ROOF PARAPET DETAIL (PLASTER) SCALE: 3" = 1'-0"3A8.70/03_ SCALE: 3" = 1'-0"4PLASTER AT CORRIDOR SCALE: 3" = 1'-0"5PLASTER SOFFIT CORNER SCALE: 3" = 1'-0"6VERTICAL PLASTER CORNER SCALE: 3" = 1'-0"7VERTICAL JOINT (PLAN) SCALE: 3" = 1'-0"8HORIZONTAL JOINT SCALE: 3" = 1'-0"9PLASTER AT DECK SCALE: 1 1/2" = 1'-0"10A8.70/10_ SCALE: 3" = 1'-0"14LOW WALL @ DECK SCALE: 1 1/2" = 1'-0"15A8.70/15_ SCALE: 3" = 1'-0"16BRICK WALL AT FURROUT SCALE: 1 1/2" = 1'-0"18A8.70/18_ SCALE: 1 1/2" = 1'-0"19A8.70/19_ SCALE: 1 1/2" = 1'-0"20A8.70/20_ SCALE: 1 1/2" = 1'-0"21A8.70/21_ SCALE: 1 1/2" = 1'-0"22CANTILEVER AT BAORD & BATTEN SCALE: 1 1/2" = 1'-0"23CANTILEVER AT STUCCO SCALE: 1 1/2" = 1'-0"24CANTILEVER @ STUCCO SCALE: 1 1/2" = 1'-0"25A8.70/25_ SCALE: 1 1/2" = 1'-0"26A8.70/26_ SCALE: 1 1/2" = 1'-0"27A8.70/27_ SCALE: 1 1/2" = 1'-0"29SCUPPER@PRIVATE DECK (PODIUM) SCALE: 3" = 1'-0"30WOOD DECK EDGE SCALE: 3" = 1'-0"1PLASTER @ SIDEWALKSCALE: 3" = 1'-0"11WOOD TRIM @ PLASTER SCALE: 3" = 1'-0"12WOOD TRIM @ LAPSIDING-PLASTER SCALE: 3" = 1'-0"13WOOD TRIM @ PLASTER-LAPSIDING NO. DATE DESCRIPTION SCALE: 1 1/2" = 1'-0"28A8.70/28_ TUBE STEEL WELDED TO BASE PLATE. SEE ALSO DETAIL #12 ON THIS SHEET. CONCRETE PODIUM SLAB, SEE STRUCTURAL 16 GA BONDARIZED SLAB EDGE FLASHING, PAINT TO MATCH ADJACENT PLASTER EXTERIOR CEMENT PLASTER OVER GRADE "D" BUILDING PAPER AND METAL LATH. 2% SLOPE NOTE: WHERE FOAM TRIM OCCURS AS NOTED ON EXTERIOR ELEVATIONS, REFER TO PALLETTE SHEET FOR MORE INFO 16 GA. BONDARIZED GUTTER, PAINT TO MATCH ADJACENT PLASTER. (1) EA. SCUPPER PER GUTTER 3 7 /8 " M A X APPLY ASTM C-920 POLYURETHANE SEALANT PLI-DEK WATERPROOF DECK SYSTEM 6" TUBE STEEL WELDED TO BASE PLATE. SEE ALSO DETAIL #12 ON THIS SHEET. CONCRETE TOPPING SLAB CONCRETE PODIUM SLAB, SEE STRUCTURAL 26 GA. EXTRUDED ALUMINUM "T" METAL POUR STOP WITH WEEP HOLES AND DRIP EDGE. PRIME AND PAINT TO MATCH ADJACENT PLASTER FINISH. EXTERIOR CEMENT PLASTER OVER GRADE "D" BUILDING PAPER AND METAL LATH. 2% SLOPE NOTE: WHERE FOAM TRIM OCCURS AS NOTED ON EXTERIOR ELEVATIONS, REFER TO PALLETTE SHEET FOR MORE INFO 16 GA. BONDARIZED GUTTER, PAINT TO MATCH ADJACENT PLASTER. (1) EA. SCUPPER PER GUTTER 3 7 /8 " M A X 6" 4" SQUARE TUBE WELDED TO BASE PLATE. SEE ALSO DETAIL #12 ON THIS SHEET. STEEL PLATE O/ NEOPRENE OR EPDM GASKET BEAM PER STRUCTURAL EXTERIOR CEMENT PLASTER OVER GRADE "D" BUILDING PAPER AND METAL LATH. 1% SLOPE 26 GA. EXTRUDED ALUMINUM "T" METAL POUR STOP WITH WEEP HOLES AND DRIP EDGE. PRIME AND PAINT TO MATCH ADJACENT PLASTER FINISH. 16 GA. BONDARIZED GUTTER, PAINT TO MATCH ADJACENT PLASTER. (1) EA. SCUPPER PER GUTTER THRU BOLTS OR LAG BOLTS PER STRUCT 2 1/2" MINIMUM THICKNESS CONCRETE, SLOPED TO DRAIN. 3 7 /8 " M A X 6" NOTES: 1. 3/16" THICK PLATE 2. PREP AND WELD PIPE/TUBE RAIL TO PLATE 3. (4) 3/8" LAG SCREWS PER PLATE, TYP. 1" 1 " 1 " 4 " 1" 4"5" 1"1" 1 " 1 " 5 " 1" SQ. TUBE TO PLATE CONNECTION 1-1/2" PIPE TO PLATE CONNECTION PENETRATION 2 1/2" MIN. STEEL TUBE RAIL, WELDED TO ANGLE 4X BLOCKING WITH A34 CLIPS TOP AND BOTTOM, EACH END OF BLOCK INSULATION WHERE OCCURS 3/16" THK. 4" x 4" ANGLE W/ (2) 3/8" LAG SCREWS AT 48" O.C. PROVIDE 2-1/2" MIN. PENETRATION INTO 4X BLOCK SET ANGLE ON BITUTHENE WATERPROOF MEMBRANE LAP BUILDING PAPER & METAL LATH O/ PLATE SEALANT AT FASTENERS AND PERIMETER OF PLATE 4" SQUARE TUBE WELDED TO BASE PLATE. SEE ALSO DETAIL #12 ON THIS SHEET. BEAM PER STRUCTURAL EXTERIOR CEMENT PLASTER OVER GRADE "D" BUILDING PAPER AND METAL LATH. 16 GA. BONDARIZED GUTTER, PAINT TO MATCH ADJACENT PLASTER. (1) EA. SCUPPER PER GUTTER THRU BOLTS OR LAG BOLTS PER STRUCT 3 7 /8 " M A X 2% SLOPE 16 GA BONDARIZED EDGE FLASHING, PAINT TO MATCH ADJACENT PLASTER APPLY ASTM C-920 POLYURETHANE SEALANT PLI-DEK WATERPROOF DECK SYSTEM NOTE: WHERE FOAM TRIM OCCURS AS NOTED ON EXTERIOR ELEVATIONS, REFER TO PALLETTE SHEET FOR MORE INFO CONCRETE TOPPING SLAB CONCRETE PODIUM SLAB, SEE STRUCTURAL 26 GA. EXTRUDED ALUMINUM "T" METAL POUR STOP WITH WEEP HOLES AND DRIP EDGE. PRIME AND PAINT TO MATCH ADJACENT PLASTER FINISH. EXTERIOR CEMENT PLASTER OVER GRADE "D" BUILDING PAPER AND METAL LATH. 2% SLOPE NOTE: WHERE FOAM TRIM OCCURS AS NOTED ON EXTERIOR ELEVATIONS, REFER TO PALLETTE SHEET FOR MORE INFO 16 GA. BONDARIZED GUTTER, PAINT TO MATCH ADJACENT PLASTER. (1) EA. SCUPPER PER GUTTER 3/8" THICK MOUNTING PLATE SEE DETAIL # 10 THIS SHEET 6 x 6 WOOD POST 5" STEEL PLATE O/ NEOPRENE OR EPDM GASKET BEAM PER STRUCTURAL EXTERIOR CEMENT PLASTER OVER GRADE "D" BUILDING PAPER AND METAL LATH. 1% SLOPE 26 GA. EXTRUDED ALUMINUM "T" METAL POUR STOP WITH WEEP HOLES AND DRIP EDGE. PRIME AND PAINT TO MATCH ADJACENT PLASTER FINISH. 16 GA. BONDARIZED GUTTER, PAINT TO MATCH ADJACENT PLASTER. (1) EA. SCUPPER PER GUTTER THRU BOLTS OR LAG BOLTS PER STRUCT 2 1/2" MINIMUM THICKNESS CONCRETE, SLOPED TO DRAIN. 3 7 /8 " M A X 5" 6x6 WOOD POST 3/8" THICK MOUNTING PLATE SEE DETAIL # 10 THIS SHEET STEEL PLATE O/ NEOPRENE OR EPDM GASKET BEAM PER STRUCTURAL EXTERIOR CEMENT PLASTER OVER GRADE "D" BUILDING PAPER AND METAL LATH. 16 GA. BONDARIZED GUTTER, PAINT TO MATCH ADJACENT PLASTER. (1) EA. SCUPPER PER GUTTER THRU BOLTS OR LAG BOLTS PER STRUCT 3 7 /8 " M A X 5" 6x6 WOOD POST 3/8" THICK MOUNTING PLATE SEE DETAIL # 10 THIS SHEET 2% SLOPE 16 GA BONDARIZED SLAB EDGE FLASHING, PAINT TO MATCH ADJACENT PLASTER PLI-DEK WATERPROOF DECK SYSTEM NOTES: 1. 3/8" THICK STEEL BASE PLATE 2. 5 1/2" x 5 1/2" x 3/8" THICK STEEL MOUNTING FIN WELDED TO BASE PLATE 3. (4) 3/8" LAG SCREWS PER PLATE, TYP. 9 1/2" 2 " 5 1 /2 " 2 " 2" 5 1/2" 2" 1" ℄ 1 " 1" ℄ 1 " ARCHIT E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE: SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 3" = 1'-0" 1 0 /1 7 /2 0 2 2 2 :3 0 :0 5 P M A u t o d e s k D o c s ://2 0 2 1 0 6 6 H a r t z /2 0 2 1 0 6 6 _H a r t z .r v t 10/17/22 A8.80 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 EXTERIOR RAILINGS AND GUARDRAILS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 SCALE: 3" = 1'-0"1RAIL AT PODIUM EDGE (DECK COATING) SCALE: 3" = 1'-0"2RAIL AT CATWALK SCALE: 3" = 1'-0"3RAIL @ CATWALK SCALE: 3" = 1'-0"4RAIL TO PLATE SCALE: 3" = 1'-0"5HANDRAIL CONNECTION TO WALL SCALE: 3" = 1'-0"6METAL POST AT DECK (DECK COATING) SCALE: 3" = 1'-0"7WOOD POST AT CATWALK SCALE: 3" = 1'-0"8WOOD POST @ CATWALK SCALE: 3" = 1'-0"9WOOD POST AT CATWALK SCALE: 3" = 1'-0"10WOOD POST BASE PLATE NO. DATE DESCRIPTION W / D W / D W / D W / D W / D W/D W/D W/ D W/ D W/D W/D W / D W/D W / D W / D D N U P T ` C O V E R S H E E T C O N S T R U C T I O N F I N I S H S C H E D U L E a n d N O T E S L A N D S C A P E C O N S T R U C T I O N P L A N S L A N D S C A P E C O N S T R U C T I O N D E T A I L S S T R U C T U R A L L A N D S C A P E D E T A I L S I R R I G A T I O N P L A N S I R R I G A T I O N L E G E N D , D E T A I L S A N D S P E C S H Y D R O Z O N E P L A N T R E E , P A L M a n d T U R F P L A N T I N G P L A N S H R U B P L A N T I N G P L A N P L A N T I N G D E T A I L S P L A N T I N G S P E C I F I C A T I O N S L A N D S C A P E S I T E L I G H T I N G " F O R C O O R D I N A T I O N O N L Y " LT. 0 LC. A LC. 1 t h r u L C . 2 LC D . 1 t h r u L C D . 1 1 NO T I N C L U D E D LI.1 t h r u L 1 . 2 LI.3 t h r u L I . 9 LH. 1 t h r u L H . 2 LPT . 1 t h r u L P T . 2 LPS. 1 t h r u L P S . 2 LPD . 1 LPD . 2 LL.1 t h r u L L . 2 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FORALL DAMAGE INCURRED DURING CONSTRUCTION. 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT SHALL SUPERSEDE THERECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS.4. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS INDICATED ON THE IRRIGATION PLANS WITHPAVING CONTRACTOR.5. REFER TO SPECIFICATIONS FOR ACCEPTED STANDARDS OF MATERIALS AND WORKMANSHIP.6. ALL FORMS AND ALIGNMENT OF HARDSCAPE ITEMS SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPEARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIORTO THE INSPECTION.)7. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AND/OR GRADE DIFFERENCES WHEN IT ISOBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWNDURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'SAUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONSDUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.8. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY DIMENSIONED, MAY BE DETERMINED BY SCALE.VERIFY ALL SUCH CONDITIONS WITH OWNER'S NOTIFICATION.9. ALL CURVE-TO-CURVE AND CURVE-TO-TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH, AND UNIFORM.10. ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCAL CODES AND ORDINANCES.11. CONTRACTOR SHALL FULLY GUARANTEE ALL WORK FOR A ONE-YEAR PERIOD FROM OWNER'S ACCEPTANCE OF WORK.12. CONTRACTOR SHALL BE RESPONSIBLE FOR WEED ABATEMENT AS RECOMMENDED BY A LICENSED PEST CONTROLOPERATOR DURING THE CONTRACTOR'S MAINTENANCE PERIOD.13. CONTRACTOR SHALL OBTAIN A CURRENT AGRONOMIC SOILS REPORT. THIS SOILS REPORT SHALL SUPERSEDE THERECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS.14. THE LANDSCAPE CONTRACTOR IS TO ENSURE THAT IRRIGATION AND DRAIN LINES ARE LOCATED AND INSTALLED SOTHAT THE MATERIALS SHOWN ON THE PLANTING PLANS CAN BE ACCOMMODATED.15. IF ANY CONCRETE WORK SHOWN ON THESE PLANS ABUTS WOOD SIDING ON BUILDINGS, INSTALL GALVANIZED METALFLASHINGTO PROTECT WOOD SIDING.16. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATIONREFERENCED IN THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION NOT MEETING THE APPROVAL OF THE OWNEROR THE LANDSCAPE ARCHITECT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH ACCEPTABLECONSTRUCTION.17. ALL DIMENSIONS SHALL BE VERIFIED AGAINST EXISTING CONDITIONS AND ANY DISCREPANCIES REPORTED TO THEOWNER'S REPRESENTATIVE.THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MJS DESIGN GROUP (ACALIFORNIA CORPORATION) AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BYWRITTEN AUTHORIZATION FROM MJS DESIGN GROUP. WRITTEN DIMENSIONS TAKEPREFERENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE ANDANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF MJS DESIGN GROUP PRIORTO COMMENCEMENT OF ANY WORK.THE LAND REFERRED TO HEREIN IS SITUATED INTHE CITY OF DANVILLE,THE COUNTY OF CONTRACOSTA, STATE OF CALIFORNIA, AND IS DESCRIBEDAS FOLLOWS:PARCELS 208-022-041 Subdivision 9593 PROPERTY ADDRESSLEGAL DESCRIPTION CALIFORNIA STATE LAW SAYS YOU MUST CALL BEFORE YOU DIG. GOVERNMENT CODESECTION 4216-42169 STATES THAT "EXCAVATION": GRADING, TRENCHING, DIGGING, DITCHING,DRILLING, AUGURING, TUNNELING, SCAPING, CABLE OR PIPE PLOWING, DRIVING, FOUNDATIONDIGGING, LANDSCAPE DIGGING PLUMBING, FENCE POST OR ANY OTHER WAY. OUR PERMITFOR DIGGING WILL NOT BE VALID WITHOUT A DIG ALERT TICKET NUMBER AND NOTIFICATIONTHAT THE MARKOUT HAS BE COMPLETED. THERE IS ALSO A 14-DAY WINDOW (SECTION4216.(E)) IN WHICH YOU MUST COMPLETE THE PROPOSED DIGGING. IF YOU WILL NEEDADDITIONAL TIME BEYOND THE 14 DAYS. IT IS YOUR RESPONSIBILITY TO RECALL DIG ALERT.DIG ALERT TOLL-FREE NUMBER IS 1.800.227.2600 C I T Y o f D a n v i l l e P L A N N I N G D E P A R T M E N T 5 1 0 L a G o n d a W a y D a n v i l l e , C A 9 4 5 2 6 T O T A L S I T E A C R E A G E : T O T A L H A R D S C A P E A R E A : T O T A L L A N D S C A P E A R E A : LANDS C A P E A R C H I T E C T U R E D R A W I N G S F O R : 60 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 600 H A R T Z A V E N U E M I X E D U S E 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 P H : ( 9 2 5 ) 2 7 2 - 4 7 5 0 E X T . 1 0 2 C O N T A C T : E R I C C H E V A L I E R T H E A D D R E S S C O M P A N Y F R O N T S T S H E E T S : L C . 2 L H . 2 L P T . 2 L P S . 2 L L . 2 S H E E T S : L C . 1 L H . 1 L P T . 1 L P S . 1 L L . 1 NOTE:ABBREVIATIONS:NOTES S H E E T I N D E X DIG ALERT:GENERAL NOTES: S I T E M A P V I C I N I T Y M A P A P P R O V A L S R E Q U I R E D S T A T E M E N T S G O V E R N I N G A G E N C I E S H A R T Z A V E S C A L E : 1 " = 3 0 ' - 0 " M A I N T E N A N C E R E S P O N S I B I L I T Y : 1 . A L L L A N D S C A P E A R E A S T O B E O W N E R M A I N T A I N E D 2 . L A N D S C A P E C O N T R A C T O R T O P R O V I D E M A I N T E N A N C E S C H E D U L E F O R C O M M O N A R E A S 5 1 , 9 1 9 S Q . F T . = 1 . 1 9 A C R E S 1 4 , 1 3 5 S Q . F T . = 0 . 3 2 A C R E S 6 , 5 5 2 S Q . F T . = 0 . 1 5 A C R E S 3 7 6 7 W O R S H A M A V E L O N G B E A C H , C A 9 0 8 0 8 P H : ( 9 4 9 ) 2 5 0 - 0 6 0 7 C O N T A C T : R I C K A I K E N W H A 2 6 3 3 C A M I N O R A M O N , S U I T E 3 5 0 S A N R A M O N , C A 9 4 5 8 3 P H : ( 9 2 5 ) 8 6 6 - 0 3 2 2 C O N T A C T : J A S O N N E R I C A R L S O N , B A R B E E & G I B S O N , I N C 1 7 9 8 1 S K Y P A R K C I R C L E , S U I T E O I R V I N E , C A 9 2 6 1 4 P H : ( 9 4 9 ) 7 4 8 - 7 1 7 0 C O N T A C T : P E T E R S A R K I S , S . E . P E T R A S T R U C T U R A L E N G I N E E R S 9 3 2 0 C H E S A P E A K E D R . , S U I T E 1 0 2 S A N D I E G O , C A 9 2 1 2 3 P H : ( 8 5 8 ) 2 7 7 - 0 5 0 5 C O N T A C T : T O N Y F A S H A N D I F A S H A N D I A N D A S S O C I A T E S 1 4 5 V A L L E C I T O S D E O R O , S U I T E 2 1 1 S A N M A R C O S , C A 9 2 0 6 9 P H : ( 6 1 9 ) 2 7 8 - 0 0 7 6 C O N T A C T : S E R G I O M A R T I N E Z N E D C , I n c . 5 8 2 0 S T O N E R I D G E M A L L R O A D , S U I T E 3 4 5 P L E A S A N T O N , C A 9 4 5 8 8 P H : ( 9 2 5 ) 9 3 1 - 3 6 3 0 C O N T A C T : S A M M O F L E H G I A C A L O N E D E S I G N S E R V I C E S , I N C O W N E R : C I T Y o f D a n v i l l e P U B L I C W O R K S 1 0 0 0 S h e r b u r n e H i l l s R d D a n v i l l e , C A 9 4 5 0 6 E a s t B a y M u n i c i p a l U t i l i t y D I S T R I C T ( W A T E R ) 3 7 5 1 1 t h S t r e e t O a k l a n d , C A 9 4 6 0 7 A R C H I T E C T : C I V I L E N G I N E E R : E L E C T R I C A L E N G I N E E R : S T R U C T U R A L E N G I N E E R : M E C H A N I C A L & P L U M B I N G E N G I N E E R : D R Y U T I L I T Y E N G I N E E R : L T . 0 C O V E R S H E E T ARCHITECTBACK of WALKBOTTOM of STEPSCATCH BASINCURB FACECOLD JOINTCENTERLINECONCRETE MASONRY UNITCLEAN OUTCOMPACTEDCONCRETECONTINUOUSDIAMETEREACHEXPANSION JOINTFACE of BUILDINGFACE of WALLFINISH FLOOR ELEVATIONFINISH GRADEFLOW LINEFINISH SURFACEFOOTINGGROUND COVERHORIZONTALHIGH POINTINSIDE DIAMETERINVERT (ELEVATION)LANDSCAPE ARCHITECT LIMIT of WORKLOW POINTMAXIMUMMINIMUMNOT in CONTRACTNOT to SCALEON CENTERPLANTING AREAPERFORATEDPOINT of CONNECTIONPROPERTY LINERADIUSREINFORCING BARSIMILARSEE ARCHITECT DRAWINGSEE CIVIL DRAWINGSEE ELECTRICAL DRAWINGSEE INTERIOR DESIGN DRAWINGSCORE LINESEE MATERIAL BOARDSEE MECHANICAL DRAWINGSEE PLANSEE PLUMBING DRAWINGSEE PAVING SCHEDULESQUARESEE STRUCTURAL DRAWINGSEE WATERPROOF DRAWING ARCH.BOWBSCBCFCJCLCMUCOCOMP.CONC.CONT.DIA.EA.EJFOBFOWFFEFGFLFSFTGGCHORIZ.HPIDINV.LA LOWLPMAX.MIN.NICNTSOCPAPERF.POCPLR.REBARSIM.SADSCDSEDSIDDSLSMBSMDSPSPDSPSSQ.SSDSWD TOP of CURBTOP of GRATETOP of STEPSTOP of WALLVERTICALWITHWITHOUTWELDED WIRE MESH TCTGTSTWVERT.W/W/OWWM B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 600 HARTZ AVENUE,DANVILLE, CA 94526 N O R T H N . T . S . P R O J E C T L O C A T I O N C O N S U L T A N T D I R E C T O R Y " A D I A G R A M O F T H E I R R I G A T I O N P L A N S H O W I N G H Y D R O Z O N E S S H A L L B E K E P T W I T H T H E I R R I G A T I O N C O N T R O L L E R F O R S U B S E Q U E N T M A N A G E M E N T P U R P O S E S . " " A C E R T I F I C A T E O F C O M P L E T I O N S H A L L B E F I L L E D O U T A N D C E R T I F I E D B Y E I T H E R T H E D E S I G N E R O F T H E L A N D S C A P E P L A N S , T H E D E S I G N E R O F T H E I R R I G A T I O N P L A N S , O R T H E L I C E N S E D L A N D S C A P E C O N T R A C T O R F O R T H E P R O J E C T " " A N I R R I G A T I O N A U D I T R E P O R T S H A L L B E C O M P L E T E D A T T H E T I M E O F F I N A L I N S P E C T I O N . " " A L A N D S C A P E W A S T E D I V E R S I O N P L A N S H A L L B E C O M P L E T E D A N D S U B M I T T E D W I T H T H E C E R T I F I C A T E O F C O M P L E T I O N . " " I H A V E C O M P L I E D W I T H T H E C R I T E R I A O F T H E O R D I N A N C E A N D A P P L I E D T H E M F O R T H E E F F I C I E N T U S E O F W A T E R I N T H E L A N D S C A P E D E S I G N P L A N . " " I H A V E C O M P L I E D W I T H T H E C R I T E R I A O F T H E O R D I N A N C E A N D A P P L I E D T H E M F O R T H E E F F I C I E N T U S E O F W A T E R I N T H E I R R I G A T I O N D E S I G N P L A N . " B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 L C . A C O N S T R U C T I O N N O T E S A N D P A V I N G S C H E D U L E N O T E S : C O N T R A C T O R T O P R O V I D E 4 ' X 4 ' M O C K - U P O F A L L P A V I N G F O R R E V I E W A N D A P P R O V A L B Y L A N D S C A P E A R C H I T E C T . C O M M E N T S C O L O R / F I N I S H M A N U F A C T U R E R S Y M B O L I T E M A P A V I N G S C H E D U L E I M A G E B C D E F CONSTRUC T I O N N O T E S L I S T O F I N S P E C T I O N S T H E C O N T R A C T O R S H A L L C O N T A C T T H E O W N E R ' S R E P R E S E N T A T I V E 4 8 H O U R S I N A D V A N C E O F , A N D C O O R D I N A T E , T H E F O L L O W I N G I N S P E C T I O N S ( B U T N O T L I M I T E D T O ) : 1 . P R E - J O B C O N F E R E N C E . 2 . A T C O M P L E T I O N O F F I N I S H G R A D I N G . 3 . L A Y O U T O F S H O V E L C U T S B U T P R I O R T O I N S T A L L A T I O N . 4 . L A Y O U T O F P A V I N G B U T P R I O R T O I N S T A L L A T I O N . 5 . L A Y O U T O F W A L L S A N D P I L A S T E R S B U T P R I O R T O I N S T A L L A T I O N . 6 . D U R I N G E N T I R E I R R I G A T I O N I N S T A L L A T I O N T O V E R I F Y A N D I N S P E C T T H E F O L L O W I N G ( B U T N O T L I M I T E D T O ) : a . P O I N T O F C O N N E C T I O N S b . B A C K F L O W P R E V E N T I O N D E V I C E S c . T R E N C H I N G F O R P I P E S d . E L E C T R I C A L C O N N E C T I O N S e . C O N T R O L V A L V E S f . C O V E R A G E 7 . A T D E L I V E R Y O F A L L P L A N T M A T E R I A L S T O T H E S I T E . 8 . W H E N T R E E S A N D S H R U B S A R E S P A C E D F O R P L A N T I N G B U T B E F O R E H O L E S A R E E X C A V A T E D . 9 . A T P R E - M A I N T E N A N C E I N S P E C T I O N . 1 0 . A T F I N A L I N S P E C T I O N . P A V I N G N O T E S 1 . T H E C O N T R A C T O R S H A L L V E R I F Y W I T H P R O J E C T S T R U C T U R A L S O I L S E N G I N E E R T H E N E E D F O R R E I N F O R C I N G , B A S E M A T E R I A L S , P R E S A T U R A T I O N , A N D O T H E R R E Q U I R E M E N T S F O R P A V I N G A R E A S . 2 . A L L C O N C R E T E P A V I N G S E C T I O N S S H A L L B E A M I N I M U M O F 3 ½ " T H I C K U N L E S S O T H E R W I S E N O T E D . 3 . P A V I N G A N D C O N C R E T E C O N T R A C T O R ( S ) S H A L L C O O R D I N A T E H I S W O R K W I T H E L E C T R I C I A N , D R A I N L I N E C O N T R A C T O R A N D I R R I G A T I O N C O N T R A C T O R F O R S L E E V I N G , P I P I N G , A N D C O N D U I T U N D E R A L L P A V I N G A S R E Q U I R E D . 4 . T H E C O N T R A C T O R S H A L L H O L D F I N I S H G R A D E ( 1 " ) I N C H B E L O W F I N I S H S U R F A C E . 5 . T H E C O N T R A C T O R S H A L L S L O P E A L L F I N I S H S U R F A C E A R E A S A M I N I M U M O F O N E P E R C E N T . U N L E S S N O T E D O T H E R W I S E . 6 . A L L W A L K S S H A L L H A V E C R O S S F A L L O F O N E P E R C E N T M I N I M U M . 7 . R E F E R T O F I N I S H S C H E D U L E F O R C O N C R E T E F I N I S H . 8 . A L L W A L K I N T E R S E C T I O N S S H A L L B E 9 0 D E G R E E S U N L E S S N O T E D O T H E R W I S E . 9 . A L L R A D I I A T W A L K I N T E R S E C T I O N S S H A L L B E 3 6 " U N L E S S N O T E D O T H E R W I S E . 1 0 . F U L L D E P T H E X P A N S I O N J O I N T S A R E T O B E S P A C E D A T M A X I M U M 2 0 ' O . C . , S C O R E L I N E S T O B E M A X I M U M 1 0 ' O . C . 1 1 . A L L F O R M S A N D A L I G N M E N T O F P A V I N G S H A L L B E I N S P E C T E D A N D C O N T R A C T O R S H A L L N O T I F Y L A N D S C A P E A R C H I T E C T A M I N I M U M O F 4 8 H O U R S P R I O R T O I N S P E C T I O N . 1 2 . R E F E R T O P R E C I S E G R A D I N G P L A N F O R F I N I S H G R A D E S A N D D R A I N A G E . CONSTRUCTION NOTES1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OFCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.2. CONTRACTOR SHALL NOT WILFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THATUNKNOWN OBSTRUCTIONS AND / OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWNDURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THEOWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALLNECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. THIS SOILS REPORT SHALLSUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS.4. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY DIMENSIONED MAY BEDETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITH OWNER'S REPRESENTATIVE.5. ALL CURVE-TO-CURVE AND CURVE-TO-TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH, AND UNIFORM.6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS INDICATED ON THE IRRIGATIONPLANS WITH PAVING CONTRACTOR.7. ALL FORMS AND ALIGNMENT OF HARDSCAPE ITEMS SHALL BE INSPECTED AND APPROVED BY THELANDSCAPE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AMINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.)MASONRY WALL NOTES1. THE CONTRACTOR SHALL GROUT ALL CELLS WITH STEEL REINFORCING SOLID. IF RETAINING SOIL GROUT ALLCELLS SOLID.2. THE CONTRACTOR SHALL CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCKINCREMENTS.3. THE CONTRACTOR SHALL ALLOW FOR ADJOINING CONSTRUCTION.4. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL. ON COMPACTED FILL, PREPARE PERSTRUCTURAL SOILS REPORT.5. ALL FREESTANDING WALLS SHALL HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP AT SPLICES. ALL RETAININGWALL SPLICES SHALL BE A MINIMUM OF 48 BAR DIAMETERS.6. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL BARS UNLESS OTHERWISE NOTED.7. REFER TO FINISH SCHEDULE FOR ALL WALL FINISHES.PAVER NOTES:PAVER LAYOUT SHALL BE DETERMINED BY LIMITING THE AMOUNT OF CUTS MADE TO THE LONG SIDEOF THE PAVER, IN ORDER TO MINIMIZE "SLIVER" PIECES.PAVER SHALL BE CLEAN AND FREE FROM FOREIGN MATERIALS BEFORE INSTALLATION.INSTALLATION SHOULD START FROM A CORNER OR STRAIGHT EDGE AND PROCEED FORWARD OVERTHE UNDISTURBED SAND LAYING COURSE.PAVING WORK SHALL BE PLUMB, LEVEL, AND TRUE TO LINE GRADE; SHALL BE INSTALLED PROPERLY,COINCIDE AND ALIGN, WITH ADJACENT WORK AND ELEVATIONS.PAVING STONES SHOULD BE INSTALLED HAND TIGHT ON THE UNDISTURBED SAND LAYING COURSE.STRING LINES SHOULD BE USED TO HOLD PATTERN LINES TRUE.GAPS BETWEEN THE EDGE OF THE PAVER SURFACE SHALL BE FILLED WITH STANDARD PAVERS OR WITHPAVERS CUT TO FIT. CUT PAVERS SHOULD BE NO SMALLER THAN ONE THIRD THE SIZE OF FULLPAVERS. CARE SHOULD BE TAKEN WHEN ESTABLISHING THE LAYING PATTERN TO INSURE THAT LESSTHAN ONE THIRD PAVERS ARE MINIMIZED.PAVERS ARE SET INTO THE SAND LAYING COURSE BY ROLLER OR PLATE VIBRATOR CAPABLE OF 3,000TO 5,000 COMPACTION FORCE. VIBRATION SHALL BE CONDUCTED IN CROSSING PATHS UNTIL THEPAVEMENT SURFACE IS SMOOTH AND REQUIRED ELEVATION IS ACHIEVED. GAPS BETWEEN PAVERSSHOULD AT THIS POINT SHOULD BE FILLED TO ABOUT TWO THIRDS OF THE PAVER'S FULL HEIGHT.GAPS BETWEEN EDGES SHOULD BE NO MORE THAN 3/16" WIDE AFTER VIBRATION. GAPS GREATERTHAN 3/16" SUGGEST THAT LESS THAN SATISFACTORY INTERLOCK WILL BE ACHIEVED. PAVERS WITHINTHREE FEET OF UNRESTRAINED EDGES MUST NOT BE COMPACTED.ONCE PAVERS ARE VIBRATED INTO PLACE. CLEAN, DRY SAND SHALL BE BROOMED OVER THEPAVEMENT SURFACE AND VIBRATED ONCE MORE INTO THE REMAINING UNFILLED GAPS BETWEENPAVERS TO THE HEIGHT OF THE JOINT BEVEL. SURPLUS SAND SHOULD BE SWEPT FROM THEPAVEMENT SURFACE AND DISPOSED OF.THE COMPLETED PAVING STONE INSTALLATION SHOULD BE WASHED DOWN AND CLEANED TOPROVIDE A CLEAN FINISHED WORKMANLIKE INSTALLATION.CONSTRUC T I O N N O T E S WOOD CONSTRUCTION NOTES1. MAKE ALL CONNECTIONS PERMANENTLY SECURE. PROVIDE FRAMING DEVICES FOR ALL ROUGH FRAMINGWHERE NECESSARY TO MAKE WORK RIGID. CONCEAL FASTENINGS IN FINISH WORK.2. DO NOT SPLIT WOOD MEMBERS; PRE-DRILL WHEN NECESSARY. PROVIDE DRILLED HOLES FOR ALL BOLTS,WOOD SCREWS, AND THREADED FASTENERS.3. THE CONTRACTOR SHALL PAINT ALL STRAPS, BRACKETS, HANGERS, ETC. TO MATCH WOOD FINISH UNLESSOTHERWISE NOTED.4. ALL BOLTS SHALL BE CADMIUM-PLATED, GALVANIZED, OR PRIMERED.5. ALL CONSTRUCTION SHALL BE PLUMB AND TRUE.6. THE CONTRACTOR SHALL USE FINISH NAILS, INCLUDING BEAMS ON EXPOSED WOOD SURFACES ANDCOUNTERSINK HEADS 3MM. P E D E S T R I A N C O N C R E T E N / A C O L O R : N A T U R A L G R A Y F I N I S H : T O P C A S T 0 5 · S E E P L A N F O R J O I N T T Y P E V E H I C U L A R C O N C R E T E N / A C O L O R : N A T U R A L G R A Y F I N I S H : T O P C A S T 0 5 · S E E P L A N F O R J O I N T T Y P E P E D E S T R I A N C O N C R E T E P A V E R - T Y P E I · I N S T A L L P E R M A N U F A C T U R E S R E C O M M E N D A T I O N S · M O R T A R S E T T H O M P S O N B U I L D I N G M A T E R I A L P H . ( 7 1 4 ) 3 2 5 - 1 7 1 6 C O N T A C T : T I N A B E R K A W S I Z E : 7 - 5 / 8 " X 3 - 5 / 8 " T H I C K N E S S : 1 - 1 / 4 " C O L O R : B U R G U N D Y B L E N D E N D I C O T T B R I C K P A V E R V E H I C U L A R / P E D E S T R I A N C O N C R E T E P A V E R - T Y P E 2 · I N S T A L L P E R M A N U F A C T U R E S R E C O M M E N D A T I O N S · N O L U G · M O R T A R S E T W H I T E A C R E G R E E R P H . ( 4 2 3 ) 3 8 5 - 4 5 9 8 C O N T A C T : W I L L I A M S U N D Q U I S T S I Z E : 3 " X 9 " T H I C K N E S S : 3 " C O L O R B L E N D : 5 2 , 5 3 , 5 4 B O A R D W A L K P A V E R P . I . P C O N C R E T E a t S T E P S A N D R A M P N / A C O L O R : N A T U R A L G R A Y F I N I S H : T O P C A S T 0 5 · S E E P L A N F O R J O I N T T Y P E P E D E S T R I A N B R I C K B A N D I N G · I N S T A L L P E R M A N U F A C T U R E S R E C O M M E N D A T I O N S T O M A T C H C I T Y S T A N D A R D B R I C K S I Z E : 8 " X 4 " M O N T E R E Y B A Y T O M A T C H C I T Y S T A N D A R D B R I C K M A S O N R Y P A V I N G C L R E F E R E N C E N O T E S : 1 . F O R C O N S T R U C T I O N N O T E S S E E S H E E T L C . A 2 . F O R P A V I N G S C H E D U L E S E E S H E E T L C . A 3 . F O R C O N S T R U C T I O N S P E C I F I C A T I O N S S E E S H E E T L C . B F I E L D V E R I F Y A L L U T I L I T Y L O C A T I O N S P R I O R T O C O N S T R U C T I O N A B B R E V I A T I O N L E G E N D : G E N E R A L S I T E I M P R O V E M E N T S P O T T E R Y / S I T E F U R N I S H I N G S / M I S C E L L A N E O U S C U R B / G U T T E R p e r C I V I L E N G I N E E R C L R E Q . F . O . C . A L I G N C L E A R C E N T E R L I N E E Q U A L F A C E O F C U R B C O N S T R U C T I O N C A L L O U T P O I N T O F B E G I N N I N G T Y P I C A L R A D I U S E Q U A L P L A N T E R A R E A M A X I M U M M I N I M U M F A C E O F W A L L F . O . W . M I N . M A X . P . A . R = T Y P . T R A N S F O R M E R S p e r D R Y U T I L I T Y C O N S U L T A N T W A T E R M E T E R P E R C I V I L E N G I N E E R G R E A S E I N T E R C E P T O R P E R O T H E R S G A S M E T E R S F O R P L U M I N G E N G I N E E R U N D E R G R O U N D S T O R M D R A I N L I N E S p e r O T H E R S M A N H O L E C O V E R P E R C I V I L E N G I N E E R C O N S T R U C T I O N C A L L O U T S : D E T A I L / S H E E T M E T A L / G L A S S / W O O D D E T A I L / S H E E T D E T A I L / S H E E T D E T A I L / S H E E T P O T T E R Y W / I R R I G A T I O N R E S E R V O I R B I K E R A C K S U B - S U R F A C E D E C K D R A I N ( O N - S T R U C T U R E ) D E C K D R A I N A T T O P P I N G S L A B ( O N - S T R U C T U R E ) P L A N T E R D R A I N ( O N - S T R U C T U R E ) A L I G N P A T I O F E N C E / G A T E - T Y P E 1 ( O N - S T R U C T U R E ) 6 F T . H T . S E C U R I T Y G A T E ( O N - G R A D E ) M E T A L S T A I R H A N D R A I L P E D E S T R I A N C O N C R E T E W / S A W C U T J O I N T S ( O N - G R A D E ) 2 0 " H T . R A I S E D P L A N T E R W A L L ( O N - S T R U C T U R E ) 4 0 " H T . R A I S E D P L A N T E R W A L L - T Y P E 2 ( O N - S T R U C T U R E ) 4 0 " H T . R A I S E D P L A N T E R W A L L - T Y P E 1 ( O N - S T R U C T U R E ) 3 2 " H T . R A I S E D P L A N T E R W A L L ( O N S T R U C T U R E ) R A I S E D P O T T E R Y P L I N T H A T S T A I R S 1 . 0 1 . 0 1 . 1 1 . 2 1 . 3 1 . 4 2 . 0 2 . 1 2 . 2 2 . 3 2 . 4 3 . 0 3 . 1 3 . 2 3 . 3 3 . 4 4 . 0 4 . 1 4 . 2 4 . 3 4 . 4 1 2 3 4 5 6 7 8 D , L C D . 3 E , L C D . 3 A , L C D . 4 C , L C D . 4 B , L C D . 4 A / B , L C D . 1 C / D , L C D . 1 F , L C D . 1 F , L C D . 1 B , L C D . 3 A , L C D . 7 B , L C D . 7 B , L C D . 7 A , L C D . 8 A , L C D . 1 1 B , L C D . 1 1 C , L C D . 1 1 D L C D . 1 1 E , L C D . 1 1 R L R E F E R E N C E L I N E S T O R M W A T E R C 3 P L A N T E R W A L L ( O N - G R A D E ) 1 . 5 C , L C D . 3 B U I L T - I N B B Q G R I L L C O U N T E R T O P ( O N - S T R U C T U R E ) 1 . 6 A , L C D . 5 F I R E P L A C E ( O N - S T R U C T U R E ) 1 . 7 A , L C D . 6 V E H I C U L A R C O N C R E T E P A V I N G W / S A W C U T J O I N T S ( O N - G R A D E ) 2 . 5 G , L C D . 1 V E H I C U L A R P R E C A S T C O N C R E T E P A V E R - M O R T A R S E T T O S U B - S L A B ( O N - G R A D E ) 2 . 6 A , L C D . 3 P . I . P . C O N C R E T E S T E P S ( O N - G R A D E ) 2 . 7 B , L C D . 3 B R I C K P A V E R T O M A T C H C I T Y S T A N D A R D 3 . 5 B , L C D . 8 O M I T T E D 3 . 6 C U S T O M M E T A L O V E R H E A D S H A D E S T R U C T U R E 3 . 7 A , L C D . 9 6 F T . H T . S E C U R I T Y F E N C E ( O N - G R A D E ) 6 F T . H T . S E C U R I T Y F E N C E O N P L A N T E R W A L L ( O N - G R A D E ) P A T I O G A T E - T Y P E 2 ( O N - S T R U C T U R E ) O M I T T E D 4 . 5 T R A S H R E C E P T A C L E 4 . 6 F , L C D . 1 1 P E D E S T R I A N C O N C R E T E W / S A W C U T J O I N T S ( O N - S T R U C T U R E ) P E D E S T R I A N C O N C R E T E P A V E R ( O N - G R A D E ) P E D E S T R I A N P R E C A S T C O N C R E T E P A V E R ( O N - S T R U C T U R E ) O M I T T E D 2 . 8 O M I T T E D 2 . 9 P . I . P . R A I S E D C O N C R E T E C U R B A T E N T R Y D R I V E ( O N - G R A D E ) 2 . 1 0 G , L C D . 1 C U S T O M M E T A L O V E R H E A D S T R U C T U R E W / P E N D A N T L I G H T 3 . 8 A , L C D . 1 0 L I G H T B O L L A R D 4 . 7 G , L C D . 1 1 W/D W/D W/D W / D W / D W/DW/DW/DW/D T 2 . 4 4 . 6 1 . 6 3 . 4 4 . 3 2 . 1 2 . 7 1 . 0 2 . 6 3 . 4 2 . 0 4 . 0 2 . 0 3 . 7 4.3 2.1 3.8 3.5 2 . 0 2 . 3 3 . 1 2 . 0 T Y P . T Y P . 2.0TYP. 4 T Y P . 1 7 6 2.6 2.52.10 T Y P . T Y P . T Y P . T Y P . T Y P . T Y P . TYP.TYP.TYP.TYP. 1 . 2 T Y P . 1 . 1 T Y P . 1 . 2 T Y P . 1 . 1 T Y P . 4 . 2 T Y P . 1 . 1 1 . 2 T Y P . T Y P . 4 . 3 T Y P . 4 . 0 T Y P . 7 T Y P . 3 . 5 T Y P . 2 . 0 T Y P . T Y P . T Y P . 3 . 2 T Y P . E X I S T I N G T R E E P R O T E C T - I N - P L A C E ( T Y P . ) P E R A R B O R I S T R E P O R T P.A. P . A . P . A . P . A . P . A . P . A . 3 . 4 3 . 5 T Y P . 4 . 0 T Y P . 2 . 6 2.3TYP. 4 . 1 2 . 6 B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E L C . 1 C O N S T R U C T I O N P L A N MATCHLINE - SEE SHEET LC.2 M A T C H L I N E - S E E S H E E T L C . 2 S T A I R S P R O P E R T Y L I N E P R O P E R T Y L I N E PROPERTY LINE R E T A I L R E T A I L HAR T Z A V E N U E A D J A C E N T C O M M E R C I A L - D O M E N I C O ' S D E L I C A T E S S E N A N D C A F E L C . 2 L C . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' M A S O N R Y P A V I N G C L R E F E R E N C E N O T E S : 1 . F O R C O N S T R U C T I O N N O T E S S E E S H E E T L C . A 2 . F O R P A V I N G S C H E D U L E S E E S H E E T L C . A 3 . F O R C O N S T R U C T I O N S P E C I F I C A T I O N S S E E S H E E T L C . B F I E L D V E R I F Y A L L U T I L I T Y L O C A T I O N S P R I O R T O C O N S T R U C T I O N A B B R E V I A T I O N L E G E N D : G E N E R A L S I T E I M P R O V E M E N T S P O T T E R Y / S I T E F U R N I S H I N G S / M I S C E L L A N E O U S C U R B / G U T T E R p e r C I V I L E N G I N E E R C L R E Q . F . O . C . A L I G N C L E A R C E N T E R L I N E E Q U A L F A C E O F C U R B C O N S T R U C T I O N C A L L O U T P O I N T O F B E G I N N I N G T Y P I C A L R A D I U S E Q U A L P L A N T E R A R E A M A X I M U M M I N I M U M F A C E O F W A L L F . O . W . M I N . M A X . P . A . R = T Y P . T R A N S F O R M E R S p e r D R Y U T I L I T Y C O N S U L T A N T W A T E R M E T E R P E R C I V I L E N G I N E E R G R E A S E I N T E R C E P T O R P E R O T H E R S G A S M E T E R S F O R P L U M I N G E N G I N E E R U N D E R G R O U N D S T O R M D R A I N L I N E S p e r O T H E R S M A N H O L E C O V E R P E R C I V I L E N G I N E E R C O N S T R U C T I O N C A L L O U T S : D E T A I L / S H E E T M E T A L / G L A S S / W O O D D E T A I L / S H E E T D E T A I L / S H E E T D E T A I L / S H E E T P O T T E R Y W / I R R I G A T I O N R E S E R V O I R B I K E R A C K S U B - S U R F A C E D E C K D R A I N ( O N - S T R U C T U R E ) D E C K D R A I N A T T O P P I N G S L A B ( O N - S T R U C T U R E ) P L A N T E R D R A I N ( O N - S T R U C T U R E ) A L I G N P A T I O F E N C E / G A T E - T Y P E 1 ( O N - S T R U C T U R E ) 6 F T . H T . S E C U R I T Y G A T E ( O N - G R A D E ) M E T A L S T A I R H A N D R A I L P E D E S T R I A N C O N C R E T E W / S A W C U T J O I N T S ( O N - G R A D E ) 2 0 " H T . R A I S E D P L A N T E R W A L L ( O N - S T R U C T U R E ) 4 0 " H T . R A I S E D P L A N T E R W A L L - T Y P E 2 ( O N - S T R U C T U R E ) 4 0 " H T . R A I S E D P L A N T E R W A L L - T Y P E 1 ( O N - S T R U C T U R E ) 3 2 " H T . R A I S E D P L A N T E R W A L L ( O N S T R U C T U R E ) R A I S E D P O T T E R Y P L I N T H A T S T A I R S 1 . 0 1 . 0 1 . 1 1 . 2 1 . 3 1 . 4 2 . 0 2 . 1 2 . 2 2 . 3 2 . 4 3 . 0 3 . 1 3 . 2 3 . 3 3 . 4 4 . 0 4 . 1 4 . 2 4 . 3 4 . 4 1 2 3 4 5 6 7 8 D , L C D . 3 E , L C D . 3 A , L C D . 4 C , L C D . 4 B , L C D . 4 A / B , L C D . 1 C / D , L C D . 1 F , L C D . 1 F , L C D . 1 B , L C D . 3 A , L C D . 7 B , L C D . 7 B , L C D . 7 A , L C D . 8 A , L C D . 1 1 B , L C D . 1 1 C , L C D . 1 1 D L C D . 1 1 E , L C D . 1 1 R L R E F E R E N C E L I N E S T O R M W A T E R C 3 P L A N T E R W A L L ( O N - G R A D E ) 1 . 5 C , L C D . 3 B U I L T - I N B B Q G R I L L C O U N T E R T O P ( O N - S T R U C T U R E ) 1 . 6 A , L C D . 5 F I R E P L A C E ( O N - S T R U C T U R E ) 1 . 7 A , L C D . 6 V E H I C U L A R C O N C R E T E P A V I N G W / S A W C U T J O I N T S ( O N - G R A D E ) 2 . 5 G , L C D . 1 V E H I C U L A R P R E C A S T C O N C R E T E P A V E R - M O R T A R S E T T O S U B - S L A B ( O N - G R A D E ) 2 . 6 A , L C D . 3 P . I . P . C O N C R E T E S T E P S ( O N - G R A D E ) 2 . 7 B , L C D . 3 B R I C K P A V E R T O M A T C H C I T Y S T A N D A R D 3 . 5 B , L C D . 8 O M I T T E D 3 . 6 C U S T O M M E T A L O V E R H E A D S H A D E S T R U C T U R E 3 . 7 A , L C D . 9 6 F T . H T . S E C U R I T Y F E N C E ( O N - G R A D E ) 6 F T . H T . S E C U R I T Y F E N C E O N P L A N T E R W A L L ( O N - G R A D E ) P A T I O G A T E - T Y P E 2 ( O N - S T R U C T U R E ) O M I T T E D 4 . 5 T R A S H R E C E P T A C L E 4 . 6 F , L C D . 1 1 P E D E S T R I A N C O N C R E T E W / S A W C U T J O I N T S ( O N - S T R U C T U R E ) P E D E S T R I A N C O N C R E T E P A V E R ( O N - G R A D E ) P E D E S T R I A N P R E C A S T C O N C R E T E P A V E R ( O N - S T R U C T U R E ) O M I T T E D 2 . 8 O M I T T E D 2 . 9 P . I . P . R A I S E D C O N C R E T E C U R B A T E N T R Y D R I V E ( O N - G R A D E ) 2 . 1 0 G , L C D . 1 C U S T O M M E T A L O V E R H E A D S T R U C T U R E W / P E N D A N T L I G H T 3 . 8 A , L C D . 1 0 L I G H T B O L L A R D 4 . 7 G , L C D . 1 1 W / D W/D W / D W / D W/D W/D W/ D W/D W/D W / D W/D W / D W/D D N U P T 4.3 4 . 4 3 . 5 TYP. T Y P . T Y P . 2.1TYP. 1 . 3 1 . 7 1 . 4 4 . 0 4 . 2 2 . 4 4 . 6 1 . 6 3 . 4 4 . 3 2 . 1 2 . 7 1 . 0 3 . 7 4 . 3 2 . 1 3 . 8 3 . 5 1 . 1 1 . 2 T Y P . 1.5 T Y P . 3 . 1 3 . 2 1 . 5 2 . 8 T Y P . 5 5 T Y P . T Y P . T Y P . T Y P . T Y P . T Y P . T Y P . 1 . 2 T Y P . 1 . 1 T Y P . 1 . 2 T Y P . 1 . 1 T Y P . 4 . 2 T Y P . 1 . 1 1 . 2 T Y P . T Y P . 4 . 3 T Y P . 4 . 0 T Y P . 4 . 3 2 . 1 T Y P . 2 . 4 T Y P . T Y P . T Y P . T Y P . 4 . 4 T Y P . 3.13.22.2 4 . 2 T Y P . 1 . 2 1 . 1 T Y P . T Y P . 4 . 4 T Y P . 3 . 5 T Y P . T Y P . T Y P . T Y P . E X I S T I N G T R E E P R O T E C T - I N - P L A C E ( T Y P . ) P E R A R B O R I S T R E P O R T P.A. P . A . P.A.P.A.P.A. P . A . P . A . 2 . 6 B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE L C . 2 C O N S T R U C T I O N P L A N L C . 2 L C . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' M A T C H L I N E - S E E S H E E T L C . 1 MATCHLINE - SEE SHEET LC.1 STAIRS ELEV S T A I R S S T A I R S E L E V S T A I R S R E T A I L F L O O D C O N T R O L E A S E M E N T A D J A C E N T E U G E N E O ' N E I L L C O M M E M O R A T I V E P A R K ADJACENT COMMERCIAL -BLUE LINE PIZZA ADJACENT COMMERCIALPARKING LOT 6 " = 1 ' - 0 " S E C T I O N - S A W C U T C O N T R A C T I O N J O I N T 1 N O T E S : A . R E F E R T O P A V I N G S C H E D U L E F O R C O L O R S A N D F I N I S H E S B . R E F E R T O C O N S T R U C T I O N P L A N S F O R L O C A T I O N O F J O I N T I N G C . R E F E R T O G E O T E C H N I C A L R E P O R T F O R S T E E L R E I N F O R C E M E N T A N D S U B - G R A D E P R E P A R A T I O N S A W C U T S C O R E J O I N T & C O N T R A C T I O N J O I N T ( O N G R A D E ) 1 . C O N C R E T E P A V I N G p e r P L A N S 2 . 1 8 " W I D E S A W C U T J O I N T 3 . F I N I S H S U R F A C E p e r C I V I L E N G I N E E R 4 . C O M P A C T E D S U B G R A D E P E R G E O T E C H N I C A L R E P O R T 5 . R E I N F O R C I N G p e r G E O T E C N I C A L R E P O R T 6 . 1 / 8 " t o 3 / 1 6 " W I D E S A W C U T C O N T R A C T I O N J O I N T . J O I N T D E P T H S H A L L B E 1 / 3 D E P T H o f C O N C R E T E P A V I N G . L O C A T E C O N T R A C T I O N J O I N T S O A S t o F O R M , A S N E A R A S P O S S I B L E , 8 ' t o 1 2 ' S Q U A R E P A V I N G S E C T I O N S . S A W C U T J O I N T S A S S O O N A S P O S S I B L E , N O L A T E R t h a n 8 t o 2 4 H O U R S a f t e r P A V I N G I N S T A L L A T I O N a n d W H I L E T H E C O N C R E T E i s S T I L L P L A S T I C . L E G E N D : 3 5 1/3 SLA.THI. 6 4 D E P T H S H A L L E Q U A L 3 4 " 5 2 3 1 S E C T I O N - S A W C U T S C O R E J O I N T PER GEO. REPORT 4 2/3 SLAB THICKNESS B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 L C D . 1 C O N S T R U C T I O N D E T A I L S PEDESTRIAN PRECAST CONCRETE PAVERS (on-grad e ) 3 " = 1 ' - 0 " 1 . P E D E S T R I A N I N T E R L O C K I N G C O N C R E T E P A V E R F I E L D . S E E P A V I N G S C H E D U L E S H E E T L C . A F O R P A V E R T H I C K N E S S a n d P R O D U C T 2 . 1 " D E P T H C L E A N N O N - P L A S T I C S A N D L A Y I N G C O U R S E . P E R G E O T E C H N I C A L S O I L S R E P O R T 3 . M I R A F I G E O T E X T I L E F A B R I C . 4 " M I N . F O L D U P A T A L L V E R T I C A L E D G E S . 1 2 " M I N . H O R I Z O N T A L F A B R I C O V E R L A Y 4 . C L A S S 2 R O A D B A S E C O M P A C T E D T O 9 5 % C O M P A C T I O N A S P E R G E O T E C H N I C A L R E P O R T . 5 . C O N C R E T E S U B G R A D E B O N D B E A M - W E T S E T P A V E R B A N D 6 . C O M P A C T E D S U B - G R A D E P E R G E O T E C H N I C A L R E P O R T 7 . P L A N T E R S O I L M I X 8 . F I N I S H S U R F A C E p e r C I V I L E N G I N E E R 9 . F I N I S H G R A D E : · 1 2 " B E L O W F . S . F O R T U R F A R E A S · 3 " B E L O W F . S . F O R S H R U B A R E A S 1 0 . ( 2 ) # 3 R E B A R R E I N F O R C E M E N T 1 1 . S A N D J O I N T p e r M A N U F A C T U R E R S R E C O M M E N D A T I O N S 1 2 . V E R T I C A L S U R F A C E 1 3 . 3 " M I N . D E P T H M U L C H E X C E P T A T T U R F , C R E E P I N G O R R O O T I N G G R O U N D C O V E R A R E A S . L E G E N D : N O T E S : A . S E E C O N S T R U C T I O N P L A N f o r P A V E R P A T T E R N D I R E C T I O N B . S E A L w i t h S U R B O N D S B 1 3 0 0 o r E Q U A L . C . J O I N T S A N D t o b e L O G I C A L R E S O U R C E P O L Y M E R I C o r E Q U A L 6"TYP.1'TYP.3"TYP.1"4"1"9138 1 1 1 1 2 4 211810125346SECTION at PLANTING AREASECTION at VERTICAL SURFACE 11VARIESPER PAVERVARIESPER PAVER364"7 3"6" MIN. - - 1 . C O N C R E T E P A V I N G p e r P L A N S 2 . F I N I S H S U R F A C E p e r C I V I L E N G I N E E R 3 . F I N I S H G R A D E - 1 - 1 2 " B E L O W T O P O F C U R B 4 . C O N C R E T E C U R B p e r C I V I L E N G I N E E R 5 . R E I N F O R C E I N G p e r G E O T E C H N I C A L R E P O R T ( C O N T I N U O U S ) a n d C E N T E R E D I N S L A B 6 . 1 / 2 " W I D E S E A L E D I S O L A T I O N J O I N T S S H A L L B E I N S T A L L E D i n L O C A T I O N S W H E R E P A V I N G A B U T S C U R B S a n d O T H E R P O I N T S o f R E S T R A I N T I N C L U D I N G D R A I N S , M A N H O L E S , U T I L I T Y B O X E S / C O V E R S , e t c . J O I N T S S H A L L I N C L U D E E X P A N S I O N B O A R D , B A C K E R R O D , a n d S E A L A N T W I T H F A I R M O U N T M I N E R A L S ' S P E C T R A Q U A R T Z ' C O L O R E D Q U A R T Z t o M A T C H C O N C R E T E C O L O R 7 . C O M P A C T E D C L A S S I I A G G R E G A T E B A S E . C O M P A C T E D T O A M I N I M U M O F 9 5 % R E L A T I V E C O M P A C T I O N p e r G E O T E C H N I C A L R E P O R T 8 . C O M P A C T E D S U B G R A D E P E R G E O T E C H N I C A L R E P O R T 9 . P L A N T I N G S O I L M I X 1 0 . G E O T E X T I L E F A B R I C 3 " = 1 ' - 0 " N O T E S : L E G E N D : VEHICULAR CONCRETE PAVING W/ SAWCUT JOIN T S ( O N - G R A D E ) A . R E F E R T O P A V I N G S C H E D U L E F O R C O L O R S A N D F I N I S H E S B . R E F E R T O C O N S T R U C T I O N P L A N S F O R L O C A T I O N O F J O I N T I N G C . R E F E R T O G E O T E C H N I C A L R E P O R T F O R S T E E L R E I N F O R C E M E N T A N D S U B - G R A D E P R E P A R A T I O N SECTION at CONCRETE CURB -8"4"26 3 4--15 6"PER CIVIL ENG.EQ.EQ.CL1' - 9 1'AT ALL EDGES 4" - 7 - 8 - 1 0 P E D E S T R I A N C O N C R E T E 3 " = 1 ' - 0 " 1 1 . C O N C R E T E P A V I N G p e r P L A N S 2 . F I N I S H S U R F A C E p e r C I V I L E N G I N E E R 3 . F I N I S H G R A D E : · 1 2 " B E L O W F . S . F O R T U R F A R E A S · 1 1 2 " B E L O W F . S . F O R S H R U B A R E A S 4 . R E I N F O R C I N G p e r G E O T E C H N I C A L R E P O R T ( C O N T I N U O U S ) a n d C E N T E R E D I N S L A B # 3 R E B A R A T 2 4 " O . C . B O T H W A Y S 5 . 3 8 " R A D I U S A T P A V I N G E D G E 6 . 9 0 % C O M P A C T E D S U B G R A D E P E R G E O T E C H N I C A L R E P O R T 7 . 1 / 2 " W I D E S E A L E D I S O L A T I O N J O I N T S S H A L L B E I N S T A L L E D i n L O C A T I O N S W H E R E P A V I N G A B U T S W A L L S , C O L U M N S , C U R B S a n d O T H E R P O I N T S o f R E S T R A I N T I N C L U D I N G D R A I N S , M A N H O L E S , U T I L I T Y B O X E S / C O V E R S , S T E P S e t c . J O I N T S S H A L L I N C L U D E E X P A N S I O N B O A R D , B A C K E R R O D , a n d S E A L A N T W I T H F A I R M O U N T M I N E R A L S ' S P E C T R A Q U A R T Z ' C O L O R E D Q U A R T Z t o M A T C H C O N C R E T E C O L O R 8 . V E R T I C A L S U R F A C E 9 . P L A N T I N G S O I L M I X 1 0 . 9 5 % C O M P A C T E D G R A V E L B A S E a s R E C O M M E N D E D B Y G E O T E C H N I C A L R E P O R T . 1 1 . T H I C K E N E D C O N C R E T E E D G E a s R E C O M M E N D E D B Y G E O T E C H N I C A L R E P O R T 4" L E G E N D : N O T E S : S E C T I O N a t P L A N T I N G A R E A A . R E F E R T O P A V I N G S C H E D U L E F O R C O L O R S A N D F I N I S H E S B . R E F E R T O C O N S T R U C T I O N P L A N S F O R L O C A T I O N O F J O I N T I N G C . R E F E R T O G E O T E C H N I C A L R E P O R T F O R S T E E L R E I N F O R C E M E N T A N D S U B - G R A D E P R E P A R A T I O N 5 2 3 S E C T I O N a t V E R T I C A L S U R F A C E 1 7 6 3 " T Y P . 2 4 4 8 MIN. 6 9 12" 4" 1 0 1 0 3 " T Y P . 4" MIN. 4" A B 6 " = 1 ' - 0 " S E C T I O N - S A W C U T C O N T R A C T I O N J O I N T 1 N O T E S : A . R E F E R T O P A V I N G S C H E D U L E F O R C O L O R S A N D F I N I S H E S B . R E F E R T O C O N S T R U C T I O N P L A N S F O R L O C A T I O N O F J O I N T I N G S A W C U T S C O R E J O I N T & C O N T R A C T I O N J O I N T ( O N S T R U C T U R E ) 1 . C O N C R E T E P A V I N G p e r P L A N S 2 . 1 8 " W I D E S A W C U T J O I N T 3 . F I N I S H S U R F A C E p e r C I V I L E N G I N E E R 4 . S T R U C T U R A L S L A B 5 . W E L D E D W I R E M E S H . S E E D E T A I L 6 . 1 / 8 " t o 3 / 1 6 " W I D E S A W C U T C O N T R A C T I O N J O I N T . J O I N T D E P T H S H A L L B E 1 / 3 D E P T H o f C O N C R E T E P A V I N G . L O C A T E C O N T R A C T I O N J O I N T S O A S t o F O R M , A S N E A R A S P O S S I B L E , 8 ' t o 1 2 ' S Q U A R E P A V I N G S E C T I O N S . S A W C U T J O I N T S A S S O O N A S P O S S I B L E , N O L A T E R t h a n 8 t o 2 4 H O U R S a f t e r P A V I N G I N S T A L L A T I O N a n d W H I L E T H E C O N C R E T E i s S T I L L P L A S T I C 7 . W A T E R P R O O F I N G , D R A I N A G E M A T & P R O T E C T I O N B O A R D . S . W . D . L E G E N D : 3 5 1/3 SLA.THI. 6 4 D E P T H S H A L L E Q U A L 3 4 " 5 2 3 1 S E C T I O N - S A W C U T S C O R E J O I N T VARIES PER SLAB DEPRESSION 4 2/3 SLAB THICKNESS 7 7 C 9 2SECTION at VERTI C A L S U R F A C E 1.2-1/2" MIN. T H K . C O N C R E T E P A V I N G . S L O P E D TOWARDS AR E A D R A I N . 2.FINISH SURFA C E . 1 % M I N . & 2 % M A X . S L O P E 3.VERTICAL SU R F A C E ( P L A N T E R W A L L , COLUMN, ET C . ) T Y P . 4.STRUCTURAL S L A B p e r S T R U C T U R A L ENGINEER5.WATERPROO F I N G , D R A I N A G E M A T & PROTECTION B O A R D . S . W . D . 6.FLASHING. S. A . D . 7.ADJ. BUILDIN G W A L L . S . A . D . 8.PODIUM SLA B S T E P . S E E S L A B P L A N 9 . 1 / 2 " W I D E S E A L E D I S O L A T I O N J O I N T S S H A L L B E I N S T A L L E D i n L O C A T I O N S W H E R E P A V I N G A B U T S T O A L L V E R T I C A L S U R F A C E S . J O I N T S S H A L L I N C L U D E E X P A N S I O N B O A R D , B A C K E R R O D , a n d S E A L A N T W I T H F A I R M O U N T M I N E R A L S ' S P E C T R A Q U A R T Z ' C O L O R E D Q U A R T Z t o M A T C H C O N C . C O L O R 1 0 . W E L D E D W I R E M E S H . H O L D 1 " F R O M B O T T O M O F S L A B A N D 3 " F R O M E D G E O F S L A B LEGEND:CON C R E T E T O P P I N G S L A B (ON S T R U C T U R E ) 2-1/2" MIN. 3 " = 1 ' - 0 " 1% M I N . SLOP E 10 6 1 0 S E C T I O N a t B U I L D I N G W A L L 4 5 9 8 3 1 % M I N . S L O P E 41 7 1 2-1/2" MIN. 1" 1" 5 2 512" 512" D 1.CONCRETE PAVER. SEE PAVING SCHEDULE.2.14" WASHED CRUSHED ANGULAR AGGREGATE BASE. CONSOLIDATE IN PLACE WITHVIBRATORY EQUIPMENT3.316" MAX. OPEN JOINT4.VERTICAL SURFACE (PLANTER WALL, COLUMN, ETC.) TYP.5.STRUCTURAL SLAB. S.S.D.6.WATERPROOFING, DRAINAGE MAT & PROTECTION BOARD. SWD7.LEVEL FINISH SURFACE8.4MM PLASTIC SPACERS - AVAILABLE THRU MIRAGE PORCELAIN PAVER SPACERS orAPPROVED EQUAL. PART # 70660258 LEGEND:NOTES:A.FIELD PATTERN SHALL BE SET PER CONSTRUCTION PLAN LAYOUT3" = 1'-0"CONCRETE PAVER - GRAVEL SET(On Podium)SECTION 37142562% MIN. SLOPEVARIES5-1/2" MIN.8 GFE VARIES PER DETAILVARIESPER DETAIL 1 . T U B E S T E E L P O S T . S I Z E V A R I E S p e r D E T A I L 2 . C O N C R E T E F O O T I N G p e r S T R U C T U R A L E N G I N E E R 3 . R E I N F O R C E M E N T p e r S T R U C T U R A L E N G I N E E R 4 . A D J A C E N T P A V I N G . S E E C O N S T R U C T I O N P L A N 5 . A D J A C E N T B U I L D I N G p e r A R C H I T E C T 6 . 3 " M U L C H 7 . C O M P A C T E D S U B G R A D E p e r G E O T E C H N I C A L S O I L S R E P O R T 8 . F I N I S H G R A D E L E G E N D : N O T E S : A . C O N C R E T E F O O T I N G S I Z E a n d R E I N F O R C E M E N T P E R S T R U C T . E N G I N E E R B . A L L W E L D S T O B E G R O U N D S M O O T H . C . C O N T R A C T O R T O S U B M I T S H O P D R A W I N G F O R A L L M E T A L F A B R I C A T I O N T O T H E L A N D S C A P E A R C H I T E C T F O R A P P R O V A L F . G . F.G.TYPICAL POST FOOTING at PAVED AREATYPICAL POST FOOTING at PAVED A R E A ADJACENT TO BUILDING WALLTYPICAL POST FOOTING at PLANTING AREATYPICAL POST FOOTING a t P L A N T I N G A R E A ADJACENT TO BUILDING W A L L 2"2"TYPICAL POST FOOTINGS 1 - 1 / 2 " = 1 ' - 0 " VARIES PER DETAILVARIESPER DETAI L VARIES PER DETAILVARIESPER DETAIL VARIES PER DETAILVARIESPER DETAI L EMBED PER DETAILEMBED PER DETAILEMBED PER DETAILEMBED PER DETAIL 1 11 1 2 22 2 3 33 3 4 4 55 6 6 7 77 7 8 8 8 8 B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 L C D . 2 C O N S T R U C T I O N D E T A I L S C 1 . F I N I S H S U R F A C E p e r C I V I L E N G I N E E R 2 . F I E L D P A V E R S - S E E D E T A I L 3 . S O L D I E R C O U R S E P A V E R S - S E E D E T A I L 4 . P R O D U C T 1 " D E P T H C L E A N N O N - P L A S T I C S A N D L A Y I N G C O U R S E . P E R G E O T E C H N I C A L R E P O R T 5 . S A N D J O I N T & S T A B I L I Z E R p e r M A N U F A C T U R E R S R E C O M M E N D A T I O N S 6 . G E O T E X T I L E F A B R I C . F O L D U P A T A L L V E R T I C A L E D G E S T H E D E P T H O F T H E A G G R E G A T E B A S E . 1 2 " M I N . H O R I Z O N T A L F A B R I C O V E R L A Y 7 . C O M P A C T E D C L A S S I I A G G R E G A T E B A S E . C O M P A C T E D T O A M I N I M U M O F 9 5 % R E L A T I V E C O M P A C T I O N p e r G E O T E C H N I C A L R E P O R T 8 . C O M P A C T E D S U B G R A D E P E R G E O T E C H N I C A L R E P O R T 9 . C O N C R E T E P A V I N G . S E E D E T A I L 1 0 . R E I N F O R C E I N G p e r G E O T E C H N I C A L R E P O R T ( C O N T I N U O U S ) a n d C E N T E R E D I N S L A B 3 " = 1 ' - 0 " N O T E S : L E G E N D : V E H I C U L A R C O N C R E T E P A V E R S T R A N S I T I O N T O V E H I C U L A R C O N C R E T E P A V I N G A . R E F E R T O P A V I N G S C H E D U L E F O R C O L O R S A N D F I N I S H E S B . R E F E R T O C O N S T R U C T I O N P L A N S F O R T R A N S I T I O N L O C A T I O N S C . R E F E R T O G E O T E C H N I C A L R E P O R T F O R S T E E L R E I N F O R C E M E N T A N D S U B - G R A D E P R E P A R A T I O N A L I G N S E C T I O N SEE DETAIL 1"VARIES SEE DETAIL 1' PER GEO. REP. 6" PER GEO. REP. 6" PER GEO. REP. 1 5 3 4 2 7 6 8 1 9 6 " 6 " 1 0 7 3 " M I N . T Y P . DOW E L E D I S O L A T I O N J O I N T 3 EQ.1/4" 1 ' M I N . 5 1 . C O N C R E T E P A V I N G p e r P L A N S 2 . F I N I S H S U R F A C E p e r C I V I L E N G I N E E R 3 . 1 / 8 " R A D I U S A T T O O L E D J O I N T 4 . 1 / 4 " W I D E F E L T E X P A N S I O N B O A R D , B A C K E R R O D , J O I N T C A P a n d A P P R O V E D M A S T I C S E A L A N T W I T H F A I R M O U N T M I N E R A L S ' S P E C T R A Q U A R T Z ' C O L O R E D Q U A R T Z T O M A T C H C O N C R E T E 5 . C O M P A C T E D S U B G R A D E - P E R G E O T E C H N I C A L R E P O R T 6 . N O . 3 R E B A R W I T H N O . 3 S P E E D D O W E L S Y S T E M A T 2 4 " O . C . P E R G E O T E C H I N I C A L R E P O R T 1 ' M I N . 3 " = 1 ' - 0 " 2 L E G E N D : SECTION EQ. A N O T E S : ENLA R G E M E N T V I E W - A A . R E F E R T O P A V I N G S C H E D U L E F O R C O L O R S A N D F I N I S H E S B . R E F E R T O C O N S T R U C T I O N P L A N S F O R L O C A T I O N O F J O I N T I N G C . R E F E R T O G E O T E C H N I C A L R E P O R T F O R S T E E L R E I N F O R C E M E N T A N D S U B - G R A D E P R E P A R A T I O N 1 CL 6 4 2 4 1 T Y P I C A L W A L L R E I N F O R C E M E N T T R A N S I T I O N S 1 " = 1 ' - 0 " P L A N V I E W - I N T E R S E C T I O N , T Y P . 1 . ( 2 ) # 5 V E R T . R E B A R 2 . 3 " D I A . M I N . P I N D I A M E T E R a t R E B A R H O O K S 3 . C O N T . H O R Z . R E B A R p e r D E T A I L 4 . C O N T . V E R T . R E B A R p e r D E T A I L 5 . C M U B L O C K M A S O N R Y W A L L O R P O U R E D I N P L A C E C O N C R E T E W A L L P E R D E T A I L 6 . # 4 D O W E L A T 1 6 " O . C . 7 . I N S T A L L V E R T I C A L B A R S A T E A C H S I D E O F J O I N T . 3 " M I N . O F F S E T F R O M E D G E O F W A L L . R E B A R S I Z E P E R D E T A I L 8 . 1 2 " W I D E P R E - M O L D E D J O I N T F I L L E R W I T H C A U L K I N G & S E A L A N T O N R E T A I N E D S I D E . O M I T C A U L K I N G A N D S E A L A N T F O R F R E E S T A N D I N G P O R T I O N O F W A L L S . C A U L K I N G C O L O R T O M A T C H W A L L C O L O R 9 . M O R T A R F I L L A T 4 5 ° A N G L E L E G E N D : P L A N V I E W - C O R N E R , T Y P . 2 4 " M I N . L A P S P L I C E 2 4 " M I N . L A P S P L I C E 5 1 2 5 4 3 1 3 5 2 5 4 4 1 N O T E S : A . R E F E R T O P L A N F O R W A L L M A T E R I A L A N D A S S E M B L Y B . I N S T A L L R E B A R P E R D E T A I L U N L E S S O T H E R W I S E N O T E D D I F F E R E N T L Y B Y T H E S T R U C T U R A L E N G I N E E R O F R E C O R D C . M A X I M U M C O N T R O L J O I N T S P A C I N G : 4 0 ' O . C . S P A C I N G . 2 0 ' O . C . S P A C I N G F O R W A L L S T O R E C E I V E S T U C C O C O A T I N G O R S O M E O T H E R W A L L V E N E E R D . W A T E R P R O O F I N G B Y O T H E R S E . V E R T I C A L R E B A R R E I N F O R C E M E N T T O B E C E N T E R E D I N W A L L I F N O T A R E T A I N I N G C O N D I T I O N P L A N V I E W - W A L L C O N T R O L J O I N T , T Y P . 8 " 1 6 " 3 " 3 " 5 7 6 8 3 S E C T I O N V I E W - V E R T I C A L W A L L R E I N F O R C E M E N T P L A C E M E N T , T Y P . 6" W WALL 8" W. WALL 10" W. WALL 12" W. WALL 16" W. WALL 2 " C L R 2 " C L R 2 1 2 " C L R 2 1 2 " C L R 3 " C L R 5 4 T Y P . 9 T Y P . R E T A I N I N G S I D E , T Y P . P L A N V I E W - F R E E S T A N D I N G W A L L J A M B , T Y P . 5 3 1 3 " 3 3 1.STEEL BASE PLATE per STRUCTURAL ENGINEER2.(4) WELDED HEADED STUDS per STRUCTURAL ENGINEER3.TUBE STEEL POST per DETAIL. SIZE VARIES PER DETAIL. MAINTAIN4" OFFSET FROM WELD PLATE EDGE ON 3 SIDES MINIMUM4.ADJACENT PAVING. SEE DETAIL FOR ASSEMBLY5.FINISH SURFACE6.STRUCTURAL SLAB per STRUCTURAL ENGINEER7.WATERPROOFING, DRAINAGE MAT & PROTECTION BOARD. S.W.D.8.CONCRETE SUB-SLAB LEGEND:RECESSED WELD PLATEON-PODIUM 3" = 1'-0"2"TYP.SECTION 71 54368"21"1"2"TYP.4"8 1 . C M U B L O C K M A S O N R Y W A L L O R P O U R E D I N P L A C E C O N C R E T E W A L L . S E E S E P A R A T E D E T A I L F O R R E I N F O R C I N G . 2 . C O N C R E T E F O O T I N G 3 . # 4 H O R T . C O N T . @ T O P A S R E Q U I R E D P E R D E T A I L . P R O V I D E 2 4 " M I N . L A P A N D M A I N T A I N 3 " C L E A R F R O M S O I L 4 . # 4 H O R T . C O N T . @ B O T T O M A S R E Q U I R E D P E R D E T A I L . P R O V I D E 2 4 " M I N . L A P A N D M A I N T A I N 3 " C L E A R F R O M S O I L 5 . C O M P A C T E D S U B G R A D E P E R G E O T E C H N I C A L R E P O R T 6 . A D J . F I N I S H G R A D E A T P L A N T I N G A R E A P E R C I V I L E N G I N E E R . M A I N T A I N A 1 2 " M I N . O F F S E T F R O M T O P O F F O O T I N G T O A L L O W F O R P L A N T I N G A N D I R R I G A T I O N T O O C C U R . S E E P L A N S F O R L O C A T I O N S . 7 . A D J . F I N I S H S U R F A C E A T P A V E D A R E A P E R C I V I L E N G I N E E R . M A I N T A I N A 4 " M I N . O F F S E T F R O M T O P O F F O O T I N G T O A L L O W F O R P A V I N G A S S E M B L Y T O O C C U R . S E E P L A N S F O R L O C A T I O N S . 8 . C O N T R O L J O I N T : 4 0 ' O . C . S P A C I N G . 2 0 ' O . C . S P A C I N G F O R W A L L S T O R E C E I V E S T U C C O C O A T I N G O R S O M E O T H E R W A L L V E N E E R L E G E N D : N O T E S : A . R E F E R T O P L A N F O R W A L L M A T E R I A L A N D A S S E M B L Y B . I N S T A L L R E B A R P E R D E T A I L U N L E S S O T H E R W I S E N O T E D D I F F E R E N T L Y B Y T H E S T R U C T U R A L E N G I N E E R O F R E C O R D T Y P I C A L W A L L F O O T I N G S T E P D E T A I L S E C T I O N ( O N G R A D E ) 1 - 1 / 2 " = 1 ' - 0 " S E C T I O N , T Y P 1 ' M I N . 3 " 3" SEE SEPERATE DETAIL 1 5 6" TO 8" TYP. STEP 4 3 2 ' M I N . T Y P . 3" 2 1' MIN. 4" MIN. 7 6 8 S L O P E P E R C I V I L S L O P E P E R C I V I L 3 " A ED F B RAISED POTTERY PLINTH AT STAIRS- 3 / 4 " = 1 ' - 0 " B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 L C D . 3 C O N S T R U C T I O N D E T A I L S 1 . V E H I C U L A R C O N C R E T E P A V E R S . S L O P E P E R C I V I L . S E E P A V E R S C H E D U L E F O R P A V E R T H I C K N E S S a n d C O N S T R U C T I O N P L A N F O R L A Y O U T 2 . 1 2 " T H I C K M A P E I K E R A L A S T I C C R A C K I S O L A T I O N M O R T A R B E D . I N S T A L L p e r M A N U F A C T U R E R R E C O M M E N D A T I O N S 3 . S A N D S W E P T J O I N T P E R M A N U F A C T U R E R S R E C O M M E N D A T I O N . A P P L Y S T A B I L I Z E R S E A L E R A V A I L A B L E T H R U S T A B I L I Z E R S O L U T I O N S . J O I N T S A N D t o b e L O G I C A L R E S O U R C E P O L Y M E R I C o r E Q U A L 4 . C O N C R E T E S U B G R A D E 5 . F I N I S H S U R F A C E p e r C I V I L E N G I N E E R 6 . F I N I S H G R A D E : · 1 2 " B E L O W F . S . F O R T U R F A R E A S · 3 " B E L O W F . S . F O R S H R U B A R E A S 7 . R E I N F O R C I N G p e r G E O T E C H N I C A L R E P O R T ( C O N T I N U O U S E A C H W A Y a n d C E N T E R E D I N S L A B ) 8 . C O M P A C T E D S U B G R A D E P E R G E O T E C H N I C A L R E P O R T 9 . P L A N T I N G S O I L M I X 1 0 . C L A S S 2 R O A D B A S E C O M P A C T E D T O 9 5 % C O M P A C T I O N A S P E R G E O T E C H N I C A L R E P O R T 1 1 . 3 " M I N . D E P T H M U L C H E X C E P T A T T U R F , C R E E P I N G O R R O O T I N G G R O U N D C O V E R A R E A S . L E G E N D : N O T E S : A . R E F E R T O G E O T E C H N I C A L R E P O R T F O R S T E E L R E I N F O R C E M E N T A N D S U B - G R A D E P R E P A R A T I O N B . S E A L P A V E R w i t h S U R B O N D S B 1 3 0 0 o r E Q U A L C . R E F E R T O P A V I N G S C H E D U L E F O R C O L O R S a n d F I N I S H E S 3 " = 1 ' - 0 " V E H I C U L A R C O N C R E T E P A V E R - M O R T A R S E T T O S U B - S L A B ( O N - G R A D E ) 1' E Q . 4 1 2 " 3" TYP. 8 1 0 4"712" PER GEOTECH. REPORT PER GEOTECH. REPORT 5 3 1 2 4 7 9 S E C T I O N V I E W E Q . 8 " EQ.EQ. 412" 3" 9 1 4 VARIES PER PAVER A S E C T I O N 9 " 2 " C L R . T Y P . 12" 2 % W A S H 7 1 0 6 3 34" 5 34" at TOE OF STEP 6" 1 2 " M I N . 2" 2 4 " M I N . 6 " 6 " O . C . 4" 9 1 8 3 5 4 1 2 8 3 1 2 " 3 " 6" 4 " 1 2 1 3 1 1 E N L A R G E M E N T N T S S E E E N L A R G E M E N T 1 1 / 2 " 1 . 1 1 2 " x 1 2 " S O L I D S T E E L S T O C K H A N D R A I L - 1 8 " R A D I U S F I L L E T O N A L L E D G E S 2 . 3 4 " S Q U A R E , S O L I D S T E E L P O S T E X T E N S I O N W I T H 1 2 " X 2 1 2 " S Q U A R E S O L I D S T E E L B A S E P L A T E , T Y P . - W E L D T O T O P O F 1 1 2 " S Q U A R E S T E E L P O S T 3 . 1 1 2 " S Q U A R E T U B U L A R S T E E L P O S T - T Y P . S U B M I T S A M P L E T O L A N D S C A P E A R C H I T E C T F O R A P P R O V A L P R I O R T O F A B R I C A T I O N 4 . 1 1 2 " S Q . E S C U T C H E O N P L A T E F R O M K I N G A R C H I T E C T U R A L M E T A L - I T E M # 4 5 - 2 3 4 - 1 1 2 1" 3"2'-2" 5 . A D J A C E N T P A V I N G . R E F E R T O C O N S T R U C T I O N P L A N 6 . C O M P A C T E D S U B G R A D E P E R G E O T E C H N I C A L R E P O R T 7 . C O N C R E T E F O O T I N G 8 . 1 1 2 " x 1 2 " S O L I D S T E E L S T O C K H O R I Z O N T A L M E M B E R 9 . 1 1 2 " x 1 2 " S T E E L S O L I D S T O C K V E R T I C A L M E M B E R 1 0 . # 4 R E B A R @ 1 2 " O . C . B O T H W A Y S 1 1 . E X P O S E D A G G R E G A T E C O N T R A S T S T R I P A T E A C H S T E P 1 2 . 1 2 " C H A M F E R E D G E 1 3 . # 4 R E B A R 2 " C L E A R E A C H W A Y @ N O S E R 4 " 9 9 7 P . I . P . C O N C R E T E S T E P S W / H A N D R A I L ( O N - G R A D E ) 1 " = 1 ' - 0 " B C 32" HT. RAISED PLANTER WALL(ON-STRUCTURE) 1 " = 1 ' - 0 " ED 1 1 . 3 0 " P R E C A S T C O N C R E T E S P L A S H B L O C K . A V A I L A B L E T H R U : M O D E R N P R E C A S T ( 8 6 6 - 4 6 6 - 1 3 7 4 ) / P R O D U C T : 3 0 " S P L A S H B L O C K / C O L O R : N A T U R A L G R E Y 2 . G R O U T F I L L S O L I D A L L V O I D S 3 . 8 " x 8 " x 1 6 " P R E C I S I O N C . M . U . B L O C K , T Y P . W A T E R P R O O F I N G S H A L L E X T E N D A B O V E F I N I S H G R A D E - R E F E R T O A R C H I T E C T U R A L P L A N S 4 . R O O F D O W N S P O U T p e r A R C H I T E C T 5 . B U I L D I N G F O U N D A T I O N P E R O T H E R S 6 . P L A N T E R D R A I N P E R C I V I L P L A N S 7 . F I N I S H G R A D E p e r C I V I L 8 . W A T E R P R O O F I N G / D R A I N A G E M A T P E R W A T E R P R O O F I N G C O N S U L T A N T 9 . B U I L D I N G W A L L 1 0 . C O M P A C T E D S U B G R A D E P E R G E O T E C H N I C A L R E P O R T 1 1 . C O N C R E T E F O O T I N G P E R S T R U C T U R A L P L A N S 1 2 . S A N D Y L O A M F O R I N F I L T R A T I O N A N D D R A I N A G E - P E R C I V I L P L A N S 1 3 . D R A I N R O C K P E R C I V I L P L A N S 1 4 . 1 " F E L T / A I R G A P V A R I E S P E R P L A N 1 " M I N . 2 % S L O P E 2 % S L O P E L E G E N D : S T O R M W A T E R C 3 P L A N T E R W A L L ( O N - G R A D E ) 1 " = 1 ' - 0 " 6 6"1'-6"1' 1 4 9 1 3 1 1 1 0 1 2 7 3 2 8 3 PER STRUCT S E C T I O N 8" N O T E S : A . R E F E R T O S T R U C T U R A L P L A N S F O R R E I N F O R C E M E N T B . B L O C K A N D C A P A V A I L A B L E T H R U O R C O B L O C K . C O L O R - S O U R D O U G H w i t h W H I T E P U M U S . G R O U T C O L O R - T O M A T C H B L O C K C O L O R 3'-3" 5 4 B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 1 2" TYP. A . R E S E R V O I R W A T E R L E V E L T O B E M O N I T O R E D E V E R Y 2 - 3 W E E K S F O R C O N T I N U I N G M A I N T E N A N C E L E G E N D : N . T . S . 8 5 P L A N T E R P O T S N O T E S : 1 . P L A N T E R P O T - S E E P L A N S . 2 . S U B I R R I G A T I O N R E S E R V O I R - A V A I L A B L E T H R U O A S I S - S U B I R R I G A T I O N ( 7 1 4 ) 7 1 3 - 5 0 1 8 . S I Z E V A R I E S P E R P L A N T E R P O T S I Z E . * A L L O W 4 T O 6 W E E K L E A D T I M E . L I N K M U L T I P L E R E S E R V O I R S T O G E T H E R A S N E C E S S A R Y T O F I L L P O T T E R Y . I N S T A L L P E R M A N U . R E C O M M E N D A T I O N S . 3 . F I L L T U B E P E R M A N U F A C T U R E R . T R I M H E I G H T T O 1 2 " T O 1 " A B O V E T O P O F P L A N T E R P O T R I M 4 . C O A T I N T E R I O R S U R F A C E W I T H 2 C O A T S O F C O L D A P P L I E D L I Q U I D W A T E R P R O O F I N G 5 . F I N I S H S U R F A C E 6 . 4 " D E E P L A Y E R O F 3 4 " C R U S H E D G R A V E L 7 . F I L T E R F A B R I C W R A P 8 . P L A N T E R P O T S O I L M I X P E R P L A N T I N G S P E C I F I C A T I O N S 9 . P L A N T R O O T B A L L 1 0 . 2 " D I A . W A T E R S I P H O N P I P E . P A I N T C A P B L A C K 1 1 . P L A N T P E R P L A N S T Y P I C A L S E C T I O N 4" MIN. 2 4 3 7 6 12" MAX. 9 1 0 1 1 N . T S . B I K E R A C K S © ® 6 [ 1 5 2 ] E M B E D D E D 4 [ 1 0 2 ] 2 7 1 / 4 [ 6 9 2 ] 4 1 / 4 [ 1 0 6 ] Ø 2 4 3 / 4 [ Ø 6 2 9 ] G R A D E Ø 1 1 / 2 " [ 3 8 ] T U B I N G C O N T A C T M A N U F A C T U R E R F O R L E A D T I M E S E E P L A N Q T Y : C O L O R : R I N G M O D E L : N O T E S : S I L V E R N O T E : A . L A N D S C A P E F O R M S o r A P P R O V E D E Q U A L B . I N S T A L L p e r M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . 3 " = 1 ' - 0 " S U B - S U R F A C E D E C K D R A I N a t S L O P E D D E C K ( O n P o d i u m ) S E C T I O N 6" TYP. 3 7 1 4 1 0 2 6 5 8 S L O P E S L O P E 9 1 . P A V I N G . S . P . 2 . 1 4 " W A S H E D C R U S H E D A N G U L A R A G G R E G A T E B A S E . S E E P A V I N G D E T A I L 3 . O P E N J O I N T P E R D E T A I L 4 . M I R A F I F I L T E R F A B R I C T O B E I N S T A L L E D O V E R D R A I N O P E N I N G . E P O X Y S E T F A B R I C C O N T . A L O N G E D G E . C U T F A B R I C T O B E 1 0 " M I N . F R O M D R A I N O P E N I N G 5 . S L O P E S T R U C T U R A L S L A B T O D R A I N . S . S . D . 6 . W A T E R P R O O F I N G . D R A I N A G E M A T & P R O T E C T I O N B O A R D S . A . D . 7 . F I N I S H F L A T S U R F A C E . N O S L O P E 8 . D R A I N B O D Y C A S T I N T O S L A B . S . P . D . F O R P R O D U C T & S I Z E 9 . D R A I N L I N E & P E N E T R A T I O N . S . P . D . 1 0 . D E C K D R A I N S T R A I N E R . S . P . D . f o r P R O D U C T & S I Z E 1 1 . 1 " D I A . M E T A L C O U N T E R S U N K D E C K D R A I N M A R K E R . A V A I L A B L E T H R U B E R N S T E N . C O M . M O D E L : B P 2 - U . T E X T T O R E A D " D E C K D R A I N B E L O W " . I N S T A L L P E R M A N U . R E C O M M E N D A T I O N S L E G E N D : N O T E S : A . C O N T R A C T O R T O V E R I F Y T H A T F I L T E R F A B R I C I S S E C U R E D O N A L L E D G E S T O P R E V E N T G R A V E L M I G R A T I N G I N T O D R A I N O P E N I N G S 3 1 1 D E C K D R A I N a t C O N C . T O P P I N G S L A B ( O n P o d i u m ) 3 " = 1 ' - 0 " S E C T I O N 212" MIN. at DRAIN 1 3 2 5 2 % M A X . S L O P E 6 1 . P . I . P . C O N C R E T E T O P P I N G S L A B . S L O P E T O A R E A D R A I N . S E E D E T A I L F O R A S S E M B L Y & N O T E S 2 . S T R U C T U R A L S L A B . S . S . D . 3 . W A T E R P R O O F I N G , D R A I N A G E M A T & P R O T E C T I O N B O A R D . S . W . D . 4 . F I N I S H S U R F A C E . S L O P E D T O D R A I N . 2 % M A X . & 1 % M I N . 5 . D R A I N B O D Y C A S T I N T O S L A B . S . P . D . F O R P R O D U C T & S I Z E 6 . D R A I N L I N E T Y P E , S I Z E , P E N E T R A T I O N & C O N F I G U R A T I O N . S . P . D . 7 . D R A I N E X T E N S I O N A D A P T O R W / W E E P H O L E S . S . P . D . 8 . D E C K D R A I N S T R A I N E R . S . P . D . f o r P R O D U C T & S I Z E L E G E N D : 2 % M A X . S L O P E 4 8 7 MAX. VARIES per SLAB PLAN 1 . N . D . S . 8 0 6 " B L A C K A T R I U M G R A T E w i t h A D A P T E R B Y L A N D S C A P E C O N T R A C T O R 2 . F I N I S H G R A D E O F P L A N T E R 3 . 3 " P E R F O R A T E D S D R 3 5 O R A B S P I P E B Y L A N D S C A P E C O N T R A C T O R 4 . F I L T E R C L O T H W R A P P E D A R O U N D P E R F O R A T E D P I P E T O B E T R E V I A S P U N B O N D 1 1 3 5 O R A P P R O V E D E Q U A L . A T T A C H & I N S T A L L B Y L A N D S C A P E C O N T R A C T O R 5 . P L A N T E R B A C K F I L L M I X - R E F E R T O P L A N T I N G S P E C I F I C A T I O N S 6 . W A T E R P R O O F I N G . D R A I N A G E M A T & P R O T E C T I O N B O A R D S . A . D . 7 . S T R U C T U R A L S L A B P E R S T R U C T U R A L E N G I N E E R 8 . C O N C R E T E T O P P I N G S L A B P E R P L A N T E R D E T A I L - S L O P E T O W A R D S D R A I N 9 . M U L C H ( 3 " D E P T H I N A L L P L A N T E R S ) 1 0 . D R A I N B O D Y . S . P . D . 1 1 . D R A I N P I P E & S I Z E . S . P . D . L E G E N D : P L A N T E R D R A I N , T Y P . ( O N S T R U C T U R E ) 1 - 1 / 2 " = 1 ' - 0 " S E C T I O N VARIES PER PLANTER SEE PLAN 1 % M I N . 1 % M I N . 1 2 4 3 5 5 6 7 8 9 1 0 1 1 N . T S . T R A S H R E C Y C L I N G R E C E P T A C L E C O N T A C T M A N U F A C T U R E R F O R L E A D T I M E S E E P L A N Q T Y : C O L O R : L A N D S C A P E L I T T E R C U S T O M M O D E L : N O T E S : S I L V E R w / C U S T O M P A N E L N O T E : A . L A N D S C A P E F O R M S o r A P P R O V E D E Q U A L B . C U S T O M P A N E L W I L L B E T H E N A M E / L O G O O F T H E C O M P L E X . T H I S O N L Y O C C U R S I N M A I N A M E N I T Y A R E A S . C . I N S T A L L p e r M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . LIGH T B O L L A R D 1 " = 1 ' - 0 " 1 . L I G H T B O L L A R D - S E E L I G H T I N G P L A N S . C O N C R E T E F O O T I N G - P E R M A N U F A C T U R E R R E C O M M E N D A T I O N S - T O P L E V E L W I T H A D J A C E N T W A L K 2 . A D J A C E N T P L A N T I N G A R E A - F I N I S H G R A D E P E R C I V I L 3 . A N C H O R B O L T a n d B A S E C A P - R E F E R T O M A N U F A C T U R E R ' S S P E C I F I C A T I O N S 4 . A D J A C E N T P A V I N G P E R P L A N S - F I N I S H S U R F A C E P E R C I V I L 5 . C O M P A C T E D S U B G R A D E P E R G E O T E C H N I C A L R E P O R T 6 . F L E X - P I P E C O N D U I T P E R E L E C T R I C A L P L A N S 7 . 1 2 " R A D I U S , T Y P I C A L 8 . F I N I S H S U R F A C E L E G E N D : N O T E S : A . I N S T A L L P E R M A N U F A C T U R E R S P E C I F I C A T I O N S . B . I N S P E C T I O N H A T C H P L A T E T O F A C E B A C K O F P L A N T E R C . F O O T I N G C O L O R T O M A T C H A D J A C E N T P A V I N G A N D T O P T O H A V E A S M O O T H T R O W E L F I N I S H PERMANU. P E R M A N U . E Q . E Q . 2 " M I N . 4 1 7 3 6 C L 2 SECTION 8 5 A L I G N A B C F E D G L C D . 1 1 C O N S T R U C T I O N D E T A I L S L O W L A N D S C A P E H Y D R O Z O N E S : H Y D R O Z O N E S Y M B O L P L A N T F A C T O R ( P F ) H Y D R O - Z O N E - 1 P e r i m e t e r I R R I G A T I O N T E C H N I Q U E : T R E E & S H R U B S - S U B S U R F A C E D R I P I R R I G A T I O N I R R I G A T I O N V A L V E # G R O U N D L E V E L 0 . 3 0 W A T E R U S A G E A R E A H Y D R O - Z O N E - 2 C o u r t y a r d I R R I G A T I O N T E C H N I Q U E : T R E E & S H R U B S - S U B S U R F A C E D R I P I R R I G A T I O N H 1 H 2 A - 9 - A - 1 2 A - 1 - A - 8 M O D E R A T E 0 . 5 0 T O T A L H Y D R O Z O N E A R E A : 6 , 2 9 9 S . F . 3 , 9 0 6 S . F . 2 , 3 9 3 S . F . W/D W/D W/D W / D W / D W/DW/DW/DW/D T B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E L I . 1 I R R I G A T I O N P L A N MATCHLINE - SEE SHEET LI.2 M A T C H L I N E - S E E S H E E T L I . 2 S T A I R S P R O P E R T Y L I N E P R O P E R T Y L I N E PROPERTY LIN E R E T A I L R E T A I L HAR T Z A V E N U E A D J A C E N T C O M M E R C I A L - D O M E N I C O ' S D E L I C A T E S S E N A N D C A F E L I . 2 L I . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' N O T E : M A I N L I N E A N D L A T E R A L L I N E S S L E E V E S S H O W N F O R M A J O R D R I V E W A Y C R O S S I N G O N L Y F O R C L A R I T Y . A L L P I P I N G A N D W I R E S H A L L B E S L E E V E D U N D E R P A V I N G . A L L S L E E V E S T O B E M I N I M U M 2 X D I A M E T E R O F P I P E O R W I R E D I A M E T E R I N S I D E . W I R E S S H A L L B E I N S T A L L I N S L E E V E S E P A R A T E F R O M P I P E S L E E V E . A L L M A I N L I N E S H A L L B E A C C O M P A N I E D W I T H A M I N I M U M 2 - I N C H D I A M E T E R W I R E S L E E V E . S L E E V I N G T O E X T E N D M I N I M U M 1 2 I N C H E S B E Y O N D P A V I N G . V A L V E L O C A T I O N N O T E : E L E C T R I C C O N T R O L V A L V E S A N D I S O L A T I O N V A L V E L O C A T I O N S O N T H I S D R A W I N G A R E A P P R O X I M A T E . T H E I R R I G A T I O N C O N T R A C T O R S H A L L S T A K E O U T E A C H E L E C T R I C A L C O N T R O L V A L V E A N D I S O L A T I O N V A L V E L O C A T I O N F O R R E V I E W A N D A P P R O V A L B Y O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E P R I O R T O I N S T A L L A T I O N O F A L L V A L V E S . F I N A L L O C A T I O N A N D E X A C T P O S I T I O N I N G F O R E L E C T R I C C O N T R O L V A L V E S A N D I S O L A T I O N V A L V E S S H A L L B E D E T E R M I N E D B Y T H E O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E . M I N O R M O D I F I C A T I O N S O F E L E C T R I C C O N T R O L V A L V E S A N D I S O L A T I O N V A L V E L O C A T I O N S A S R E Q U E S T E D B Y T H E O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E S H A L L B E P R O V I D E D B Y T H E C O N T R A C T O R A T N O A D D I T I O N A L C O S T T O T H E O W N E R . F A I L U R E T O O B T A I N T H E O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E ' S A P P R O V A L P R I O R T O T H E I N S T A L L A T I O N S H A L L C A U S E T H E C O N T R A C T O R T O M A K E O W N E R D I R E C T E D R E V I S I O N S A T N O A D D I T I O N A L C O S T T O T H E O W N E R . I N G E N E R A L , U N L E S S O T H E R W I S E D I R E C T E D B Y O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E , A L L V A L V E S S H A L L B E I N S T A L L E D A S S H O W N I N S H R U B P L A N T I N G A R E A S . N O T E : A L L V A L V E B O X E S S H A L L B E P L A C E D W I T H I N T H E N E A R E S T P L A N T E R A N D P E R P E N D I C U L A R T O T H E W A L K W A Y O R C U R B S . D O N O T P L A C E V A L V E B O X E S W I T H I N H E D G E R O W S . N O T E : M A I N L I N E S H O W N W I T H I N P A V I N G F O R C L A R I T Y O N L Y , A C T U A L M A I N L I N E L O C A T I O N T O B E W I T H I N P L A N T E R A N D A M I N I M U M O F 1 8 " O F F A D J A C E N T H A R D S C A P E A N D O T H E R O B S T A C L E S T Y P . N O T E : I H A V E C O M P L I E D W I T H T H E C R I T E R I A O F T H E O R D I N A N C E A N D A P P L I E D T H E M A C C O R D I N G L Y F O R T H E E F F I C I E N T U S E O F W A T E R I N T H E I R R I G A T I O N D E S I G N P L A N . N O T E : E M I T T E R S , B U B B L E R S A N D L A T E R A L L I N E S A R E S H O W N W I T H I N P A V I N G A N D B U I L D I N G F O R C L A R I T Y O N L Y , A C T U A L L O C A T I O N T O B E W I T H I N P L A N T E R . E M I T T E R S A N D B U B B L E R S S H A L L B E A L I G N E D W I T H S H R U B S A N D T R E E S A N D A S D I R E C T E D B Y O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E . C O N F I R M A L L L A Y O U T I N F I E L D W I T H O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E P R I O R T O C O M M E N C I N G W O R K . N O T E ' A ' : C O N T R A C T O R S H A L L C O N N E C T T O 1 " D O M E S T I C W A T E R M E T E R W I T H 1 - 1 / 2 " S E R V I C E L I N E . V E R I F Y T H E A C T U A L L O C A T I O N , S I Z E A N D W A T E R P R E S S U R E I N T H E F I E L D P R I O R T O S T A R T I N G W O R K . I F A N Y O F T H E P . O . C . I N F O R M A T I O N S H O W N O N T H E S E D R A W I N G I S F O U N D T O B E D I F F E R E N T T H A N T H E A C T U A L P . O . C . I N F O R M A T I O N G A T H E R E D I N T H E F I E L D , I M M E D I A T E L Y N O T I F Y L A N D S C A P E A R C H I T E C T O R O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E . A S P R E S S U R E I S N O T K N O W N , P R O J E C T S H O W S M I N I M U M P R E S S U R E T O O P E R A T E . S H O U L D T H E C O N T R A C T O R F A I L T O V E R I F Y T H E P . O . C . I N F O R M A T I O N A N Y C H A N G E S R E Q U I R E D B Y L O W P R E S S U R E O R V O L U M E S H A L L B E T H E S O L E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . M I N I M U M S T A T I C W A T E R P R E S S U R E 7 6 P S I D E S I G N W A T E R P R E S S U R E 7 6 P S I M A X I M U M S Y S T E M D E M A N D 1 0 G P M R E S I D U A L W A T E R P R E S S U R E 0 P S I REFER TO NOTE "A" ABOVE RIGHT Irrigation Water Meters Shown WithinPaving For Clarity Only, Refer to CivilEngineer's Plans for Exact Location.POTABLE P.O.C. LOCATION " A D I A G R A M O F T H E I R R I G A T I O N P L A N S H O W I N G H Y D R O Z O N E S S H A L L B E K E P T W I T H T H E I R R I G A T I O N C O N T R O L L E R F O R S U B S E Q U E N T M A N A G E M E N T P U R P O S E S . " " A C E R T I F I C A T E O F C O M P L E T I O N S H A L L B E F I L L E D O U T A N D C E R T I F I E D B Y E I T H E R T H E D E S I G N E R O F T H E L A N D S C A P E P L A N S , T H E D E S I G N E R O F T H E I R R I G A T I O N P L A N S , O R T H E L I C E N S E D L A N D S C A P E C O N T R A C T O R F O R T H E P R O J E C T " " A N I R R I G A T I O N A U D I T R E P O R T S H A L L B E C O M P L E T E D A T T H E T I M E O F F I N A L I N S P E C T I O N . " " A L A N D S C A P E W A S T E D I V E R S I O N P L A N S H A L L B E C O M P L E T E D A N D S U B M I T T E D W I T H T H E C E R T I F I C A T E O F C O M P L E T I O N . " L O W L A N D S C A P E H Y D R O Z O N E S : H Y D R O Z O N E S Y M B O L P L A N T F A C T O R ( P F ) H Y D R O - Z O N E - 1 P e r i m e t e r I R R I G A T I O N T E C H N I Q U E : T R E E & S H R U B S - S U B S U R F A C E D R I P I R R I G A T I O N I R R I G A T I O N V A L V E # G R O U N D L E V E L 0 . 3 0 W A T E R U S A G E A R E A H Y D R O - Z O N E - 2 C o u r t y a r d I R R I G A T I O N T E C H N I Q U E : T R E E & S H R U B S - S U B S U R F A C E D R I P I R R I G A T I O N H 1 H 2 A - 9 - A - 1 2 A - 1 - A - 8 M O D E R A T E 0 . 5 0 T O T A L H Y D R O Z O N E A R E A : 6 , 2 9 9 S . F . 3 , 9 0 6 S . F . 2 , 3 9 3 S . F . W / D W/D W / D W / D W/D W/D W/ D W/D W/D W / D W/D W / D W/D D N U P T B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE L I . 2 I R R I G A T I O N P L A N L I . 2 L I . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' M A T C H L I N E - S E E S H E E T L I . 1 MATCHLINE - SEE SHEET LI.1 STAIRS ELEV S T A I R S S T A I R S E L E V S T A I R S R E T A I L F L O O D C O N T R O L E A S E M E N T A D J A C E N T E U G E N E O ' N E I L L C O M M E M O R A T I V E P A R K ADJACENT COMMERCIAL -BLUE LINE PIZZA ADJACENT COMMERCIALPARKING LOT N O T E ' A ' : C O N T R A C T O R S H A L L R E F E R T O I R R I G A T I O N L E G E N D F O R C O N T R O L L E R T Y P E A N D S I Z E . F I N A L L O C A T I O N O F M E T E R , C O N T R O L L E R A N D E L E C T R I C A L P O C S H A L L B E C O N F I R M E D W I T H O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E P R I O R T O B I D D I N G A N D C O M M E N C I N G W O R K . N O T E : M A I N L I N E A N D L A T E R A L L I N E S S L E E V E S S H O W N F O R M A J O R D R I V E W A Y C R O S S I N G O N L Y F O R C L A R I T Y . A L L P I P I N G A N D W I R E S H A L L B E S L E E V E D U N D E R P A V I N G . A L L S L E E V E S T O B E M I N I M U M 2 X D I A M E T E R O F P I P E O R W I R E D I A M E T E R I N S I D E . W I R E S S H A L L B E I N S T A L L I N S L E E V E S E P A R A T E F R O M P I P E S L E E V E . A L L M A I N L I N E S H A L L B E A C C O M P A N I E D W I T H A M I N I M U M 2 - I N C H D I A M E T E R W I R E S L E E V E . S L E E V I N G T O E X T E N D M I N I M U M 1 2 I N C H E S B E Y O N D P A V I N G . V A L V E L O C A T I O N N O T E : E L E C T R I C C O N T R O L V A L V E S A N D I S O L A T I O N V A L V E L O C A T I O N S O N T H I S D R A W I N G A R E A P P R O X I M A T E . T H E I R R I G A T I O N C O N T R A C T O R S H A L L S T A K E O U T E A C H E L E C T R I C A L C O N T R O L V A L V E A N D I S O L A T I O N V A L V E L O C A T I O N F O R R E V I E W A N D A P P R O V A L B Y O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E P R I O R T O I N S T A L L A T I O N O F A L L V A L V E S . F I N A L L O C A T I O N A N D E X A C T P O S I T I O N I N G F O R E L E C T R I C C O N T R O L V A L V E S A N D I S O L A T I O N V A L V E S S H A L L B E D E T E R M I N E D B Y T H E O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E . M I N O R M O D I F I C A T I O N S O F E L E C T R I C C O N T R O L V A L V E S A N D I S O L A T I O N V A L V E L O C A T I O N S A S R E Q U E S T E D B Y T H E O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E S H A L L B E P R O V I D E D B Y T H E C O N T R A C T O R A T N O A D D I T I O N A L C O S T T O T H E O W N E R . F A I L U R E T O O B T A I N T H E O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E ' S A P P R O V A L P R I O R T O T H E I N S T A L L A T I O N S H A L L C A U S E T H E C O N T R A C T O R T O M A K E O W N E R D I R E C T E D R E V I S I O N S A T N O A D D I T I O N A L C O S T T O T H E O W N E R . I N G E N E R A L , U N L E S S O T H E R W I S E D I R E C T E D B Y O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E , A L L V A L V E S S H A L L B E I N S T A L L E D A S S H O W N I N S H R U B P L A N T I N G A R E A S . N O T E : A L L V A L V E B O X E S S H A L L B E P L A C E D W I T H I N T H E N E A R E S T P L A N T E R A N D P E R P E N D I C U L A R T O T H E W A L K W A Y O R C U R B S . D O N O T P L A C E V A L V E B O X E S W I T H I N H E D G E R O W S . N O T E : M A I N L I N E S H O W N W I T H I N P A V I N G F O R C L A R I T Y O N L Y , A C T U A L M A I N L I N E L O C A T I O N T O B E W I T H I N P L A N T E R A N D A M I N I M U M O F 1 8 " O F F A D J A C E N T H A R D S C A P E A N D O T H E R O B S T A C L E S T Y P . N O T E : I H A V E C O M P L I E D W I T H T H E C R I T E R I A O F T H E O R D I N A N C E A N D A P P L I E D T H E M A C C O R D I N G L Y F O R T H E E F F I C I E N T U S E O F W A T E R I N T H E I R R I G A T I O N D E S I G N P L A N . N O T E : E M I T T E R S , B U B B L E R S A N D L A T E R A L L I N E S A R E S H O W N W I T H I N P A V I N G A N D B U I L D I N G F O R C L A R I T Y O N L Y , A C T U A L L O C A T I O N T O B E W I T H I N P L A N T E R . E M I T T E R S A N D B U B B L E R S S H A L L B E A L I G N E D W I T H S H R U B S A N D T R E E S A N D A S D I R E C T E D B Y O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E . C O N F I R M A L L L A Y O U T I N F I E L D W I T H O W N E R ' S A U T H O R I Z E D R E P R E S E N T A T I V E P R I O R T O C O M M E N C I N G W O R K . C O N T R O L L E R L O C A T I O N R E F E R T O N O T E " A " A B O V E R I G H T L A N D S C A P E H Y D R O Z O N E S : H Y D R O Z O N E S Y M B O L P L A N T F A C T O R ( P F ) H Y D R O - Z O N E - 1 P e r i m e t e r I R R I G A T I O N T E C H N I Q U E : T R E E & S H R U B S - S U B S U R F A C E D R I P I R R I G A T I O N I R R I G A T I O N V A L V E # L O W G R O U N D L E V E L 0 . 3 0 W A T E R U S A G E A R E A H Y D R O - Z O N E - 2 C o u r t y a r d I R R I G A T I O N T E C H N I Q U E : T R E E & S H R U B S - S U B S U R F A C E D R I P I R R I G A T I O N H 1 H 2 A - 9 - A - 1 2 A - 1 - A - 8 , M O D E R A T E 0 . 5 0 T O T A L H Y D R O Z O N E A R E A : 6 , 2 9 9 S . F . 3 , 9 0 6 S . F . 2 , 3 9 3 S . F . W/D W/D W/D W / D W / D W/DW/DW/DW/D T H1 H 2 H 2 H 2 H 2 H 2 H 2 H2 H 2 H 2 H1H1H1 H 1 H 1 H 1 H 1 H 1 H 1 B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E L H . 1 H Y D R O Z O N E P L A N MATCHLINE - SEE SHEET LH.2 M A T C H L I N E - S E E S H E E T L H . 2 S T A I R S P R O P E R T Y L I N E P R O P E R T Y L I N E PROPERTY LINE R E T A I L R E T A I L HAR T Z A V E N U E A D J A C E N T C O M M E R C I A L - D O M E N I C O ' S D E L I C A T E S S E N A N D C A F E L H . 2 L H . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' L A N D S C A P E H Y D R O Z O N E S : H Y D R O Z O N E S Y M B O L P L A N T F A C T O R ( P F ) H Y D R O - Z O N E - 1 P e r i m e t e r I R R I G A T I O N T E C H N I Q U E : T R E E & S H R U B S - S U B S U R F A C E D R I P I R R I G A T I O N I R R I G A T I O N V A L V E # L O W G R O U N D L E V E L 0 . 3 0 W A T E R U S A G E A R E A H Y D R O - Z O N E - 2 C o u r t y a r d I R R I G A T I O N T E C H N I Q U E : T R E E & S H R U B S - S U B S U R F A C E D R I P I R R I G A T I O N H 1 H 2 A - 9 - A - 1 2 A - 1 - A - 8 , M O D E R A T E 0 . 5 0 T O T A L H Y D R O Z O N E A R E A : 6 , 2 9 9 S . F . 3 , 9 0 6 S . F . 2 , 3 9 3 S . F . W / D W/D W / D W / D W/D W/D W/ D W/D W/D W / D W/D W / D W/D D N U P T H1 H1 H1 H 1 H1H1H1H1H2 H 2 H 2 H 2 H 2 H 2 H 2 H 2 H 2 H 2 H 2 H 2 H 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE L H . 2 H Y D R O Z O N E P L A N L H . 2 L H . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' M A T C H L I N E - S E E S H E E T L H . 1 MATCHLINE - SEE SHEET LH.1 STAIRS ELEV S T A I R S S T A I R S E L E V S T A I R S R E T A I L F L O O D C O N T R O L E A S E M E N T A D J A C E N T E U G E N E O ' N E I L L C O M M E M O R A T I V E P A R K ADJACENT COMMERCIAL -BLUE LINE PIZZA ADJACENT COMMERCIALPARKING LOT T R E E S B O T A N I C A L / C O M M O N N A M E S I Z E W U C O L S Q T Y A C E B L O A C E R P A L M A T U M ` B L O O D G O O D ` B L O O D G O O D J A P A N E S E M A P L E M U L T I - T R U N K 2 4 " B O X M O D E R A T E 2 C I N C A M C I N N A M O M U M C A M P H O R A C A M P H O R T R E E M U L T I - T R U N K 6 0 " B O X L O W 1 F E I V E U F E I J O A S E L L O W I A N A P I N E A P P L E G U A V A M U L T I - T R U N K 2 4 " B O X M O D E R A T E 3 G I N P R 2 G I N K G O B I L O B A ` P R I N C E T O N S E N T R Y ` P R I N C E T O N S E N T R Y G I N K G O 2 4 " B O X M O D E R A T E 1 0 J U N S K 2 J U N I P E R U S S C O P U L O R U M ' S K Y R O C K E T ' S K Y R O C K E T J U N I P E R E X I S T I N G L O W 2 L A G W H I L A G E R S T R O E M I A I N D I C A X F A U R I E I ' N A T C H E Z ' N A T C H E Z C R A P E M Y R T L E M U L T I - T R U N K 3 6 " B O X L O W 1 L A U N O B L A U R U S N O B I L I S S W E E T B A Y 1 5 G A L . L O W 2 L A U S A R L A U R U S N O B I L I S ` S A R A T O G A ` S W E E T B A Y C O L U M N S 2 4 " B O X L O W 6 L I G T E X L I G U S T R U M J A P O N I C U M ' T E X A N U M ' T E X A S J A P A N E S E P R I V E T 1 5 G A L . M O D E R A T E 4 M A G L I L M A G N O L I A G R A N D I F L O R A ' L I T T L E G E M ' L I T T L E G E M D W A R F S O U T H E R N M A G N O L I A 2 4 " B O X M O D E R A T E 4 O L E S W A O L E A E U R O P A E A ` S W A N H I L L ` T M S W A N H I L L O L I V E M U L T I - T R U N K 4 8 " B O X L O W 5 P I T M A R P I T T O S P O R U M T E N U I F O L I U M ' M A R J O R I E C H A N N O N ' M A R J O R I E C H A N N O N T A W H I W H I 2 4 " B O X M O D E R A T E 4 P O D I C E P O D O C A R P U S X ` I C E E B L U E ` I C E E B L U E P O D O C A R P U S C O L U M N A R 2 4 " B O X M E D I U M 6 P R U M O N P R U N U S C A R O L I N I A N A ' M O N U S ' B R I G H T ' N T I G H T C A R O L I N A L A U R E L C H E R R Y 2 4 " B O X L O W 1 3 P Y R A U T P Y R U S C A L L E R Y A N A ' A U T U M N B L A Z E ' A U T U M N B L A Z E C A L L E R Y P E A R 2 4 " B O X M O D E R A T E 6 Q U E P A L Q U E R C U S P A L U S T R I S P I N O A K 3 6 " B O X M O D E R A T E 4 T R I E L 3 T R I S T A N I A L A U R I N A ` E L E G A N T ` E L E G A N T W A T E R G U M 2 4 " B O X M E D I U M 7 T R E E P L A N T S C H E D U L E Q U A N T I T I E S N O T E : C O N T R A C T O R T O N O T E T H A T T H E Q U A N T I T I E S O N L E G E N D A N D P L A N T C A L L O U T S H A V E B E E N P R O V I D E D F O R Q U I C K R E F E R E N C E O N L Y . I T I S R E C O M M E N D E D T H A T T H E C O N T R A C T O R N O T R E L Y O N T H E A C C U R A C Y O F T H E S E Q U A N T I T I E S A N D P R O V I D E T H E I R O W N P L A N T M A T E R I A L C O U N T S A T T H E T I M E O F P R E P A R I N G B I D . A N Y D I S C R E P A N C Y I N T H E P L A N T Q U A N T I T I E S A N D S I Z E S S H O U L D B E B R O U G H T T O T H E I M M E D I A T E A T T E N T I O N O F T H E L A N D S C A P E A R C H I T E C T . 1 . P R I O R T O A N Y F I N E G R A D I N G O R P L A N T I N G , C O N T R A C T O R S H A L L O B T A I N A G R O N O M I C S O I L R E P O R T S A N D S O I L A M E N D M E N T R E C O M M E N D A T I O N S P E R S P E C I F I C A T I O N S , W H I C H S H A L L S U P E R S E D E T H O S E W I T H I N T H E S P E C I F I C A T I O N S . S E E N O T E A B O V E F O R L O C A T I O N S . 2 . L A N D S C A P E A R C H I T E C T T O A P P R O V E A L L P L A N T M A T E R I A L N O T L E S S T H A N 1 W E E K P R I O R T O A N T I C I P A T E D D E L I V E R Y D A T E . 3 . C O N T R A C T O R S H A L L R E M O V E A L L G R O W E R S T A K E S , T A G S A N D R I B B O N S . 4 . L A N D S C A P E C O N T R A C T O R S H A L L M A I N T A I N P R O P E R D R A I N A G E A N D D I R E C T A L L W A T E R T O D R A I N A G E I N L E T S S O A S T O P R E V E N T S T A N D I N G W A T E R . 5 . T H E L A N D S C A P E C O N T R A C T O R S H A L L M A I N T A I N A L L P L A N T E D A R E A S F O R A P E R I O D O F 9 0 D A Y S A F T E R " S T A R T O F M A I N T E N A N C E " P E R I O D . 6 . C O N T R A C T O R S H A L L G U A R A N T E E S H R U B S F O R 6 M O N T H S A N D T R E E A N D P A L M M A T E R I A L F O R 1 2 M O N T H S ( 1 Y E A R ) . 7 . L A N D S C A P E A R C H I T E C T S H A L L A P P R O V E P L A N T M A T E R I A L P L A C E M E N T P R I O R T O I N S T A L L A T I O N . 8 . N O T R E E S S H A L L B E P L A N T E D C L O S E R T H A N 5 ' T O A B U I L D I N G O R R O O F S T R U C T U R E . N O T R E E S S H A L L B E P L A N T E D C L O S E R T H A N 5 ' T O P A V I N G O R F R E E S T A N D I N G W A L L S U N L E S S D I R E C T E D B Y T H E L A N D S C A P E A R C H I T E C T . 9 . T R E E S O R P A L M S S H A L L N O T B E P L A N T E D W H E R E F U T U R E G R O W T H W I L L O B V I O U S L Y C O N F L I C T W I T H R O O F O V E R H A N G S . 1 0 . N O S H R U B S O R T R E E S S H A L L B E P L A N T E D T H A T W I L L C R E A T E A V I S U A L O B S T R U C T I O N T O S I G H T L I N E O F V E H I C L E T R A F F I C . 1 1 . T R E E S O R P A L M S P L A N T E D I N L A N D S C A P E A R E A S O F L E S S T H A N 5 ' I N W I D T H S H A L L B E I N S T A L L E D W I T H A P P R O V E D R O O T B A R R I E R S . 1 2 . A N Y P L A N T I N G S H O W N O N T H E P L A N S O R E X I S T I N G I N T H E F I E L D T H A T C O N T R A D I C T S T H E S E C R I T E R I A I S T O B E B R O U G H T T O T H E A T T E N T I O N O F T H E L A N D S C A P E A R C H I T E C T F O R R E S O L U T I O N . F A I L U R E T O D O S O M A Y R E S U L T I N T H E C O N T R A C T O R T O R E M O V E O R R E L O C A T E P L A N T M A T E R I A L . G E N E R A L P L A N T I N G N O T E S : A L L S H R U B A R E A S A L L S H R U B A R E A S T O R E C E I V E M I N I M U M 3 " T H I C K " F O R E S T F L O O R " M U L C H B Y A G U I N A G A G R E E N . 8 7 7 . O C . M U L C H M U L C H N O T E : T R E E P L A C E M E N T N O T E : C O N T R A C T O R T O L O C A T E A L L D R A I N L I N E S a n d D E C K D R A I N S P R I O R T O T H E I N S T A L L A T I O N O F T R E E S . D O N O T S E T T R E E R O O T B A L L S D I R E C T L Y O N S L A B C O V E R I N G D R A I N S . R A I S E D P L A N T E R S O I L M I X : · R A I S E D P L A N T E R S O I L M I X W H I T T I E R F E R T I L I Z E R 5 6 2 - 6 9 9 - 3 4 6 1 M I X C O N T A I N S : 3 0 % O R G A N I C M A T T E R & 7 0 % S A N D Y L O A M · I M P O R T S O I L T O F I L L P L A N T E R S I N M U L T I P L E L I F T S . S A T U R A T E B E T W E E N L I F T S T O C O M P A C T I N O R D E R T O P R E V E N T S E T T L E M E N T L O W E R T H A N 4 " F R O M T O P O F W A L L / P O T T E R Y S O I L M O U N D I N G N O T E : C O N T R A C T O R T O M O U N D S O I L W I T H I N P L A N T E R S A T A + / - 2 : 1 S L O P E W H E R E P L A N T E R W I D T H A L L O W S . S E E C O N T O U R S W I T H I N P L A N T E R S F O R R E F E R E N C E W/D W/D W/D W / D W / D W/DW/DW/DW/D T 32124"box GIN PR2224"box TRI EL3124"box GIN PR21 2 4 " b o x P Y R A U T 6 4 8 " b o x O L E S W A 1 1 5 g a l . L A U N O B 2 OLE SWA48"box 4PIT MAR24"box 2 JUN SK2Existing2 ACE BLO24"box 2 2 4 " b o x P O D I C E 1 1 5 g a l . L I G T E X 4 PRU MON24"box 4 2 4 " b o x L A U S A R 6 B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E L P T . 1 T R E E P L A N T I N G P L A N MATCHLINE - SEE SHEET LPT.2 M A T C H L I N E - S E E S H E E T L P T . 2 S T A I R S P R O P E R T Y L I N E P R O P E R T Y L I N E PROPERTY LINE R E T A I L R E T A I L HAR T Z A V E N U E A D J A C E N T C O M M E R C I A L - D O M E N I C O ' S D E L I C A T E S S E N A N D C A F E L P T . 2 L P T . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' " I H A V E C O M P L I E D W I T H T H E C R I T E R I A O F T H E O R D I N A N C E A N D A P P L I E D T H E M F O R T H E E F F I C I E N T U S E O F W A T E R I N T H E L A N D S C A P E D E S I G N P L A N . " T R E E S B O T A N I C A L / C O M M O N N A M E S I Z E W U C O L S Q T Y A C E B L O A C E R P A L M A T U M ` B L O O D G O O D ` B L O O D G O O D J A P A N E S E M A P L E M U L T I - T R U N K 2 4 " B O X M O D E R A T E 2 C I N C A M C I N N A M O M U M C A M P H O R A C A M P H O R T R E E M U L T I - T R U N K 6 0 " B O X L O W 1 F E I V E U F E I J O A S E L L O W I A N A P I N E A P P L E G U A V A M U L T I - T R U N K 2 4 " B O X M O D E R A T E 3 G I N P R 2 G I N K G O B I L O B A ` P R I N C E T O N S E N T R Y ` P R I N C E T O N S E N T R Y G I N K G O 2 4 " B O X M O D E R A T E 1 0 J U N S K 2 J U N I P E R U S S C O P U L O R U M ' S K Y R O C K E T ' S K Y R O C K E T J U N I P E R E X I S T I N G L O W 2 L A G W H I L A G E R S T R O E M I A I N D I C A X F A U R I E I ' N A T C H E Z ' N A T C H E Z C R A P E M Y R T L E M U L T I - T R U N K 3 6 " B O X L O W 1 L A U N O B L A U R U S N O B I L I S S W E E T B A Y 1 5 G A L . L O W 2 L A U S A R L A U R U S N O B I L I S ` S A R A T O G A ` S W E E T B A Y C O L U M N S 2 4 " B O X L O W 6 L I G T E X L I G U S T R U M J A P O N I C U M ' T E X A N U M ' T E X A S J A P A N E S E P R I V E T 1 5 G A L . M O D E R A T E 4 M A G L I L M A G N O L I A G R A N D I F L O R A ' L I T T L E G E M ' L I T T L E G E M D W A R F S O U T H E R N M A G N O L I A 2 4 " B O X M O D E R A T E 4 O L E S W A O L E A E U R O P A E A ` S W A N H I L L ` T M S W A N H I L L O L I V E M U L T I - T R U N K 4 8 " B O X L O W 5 P I T M A R P I T T O S P O R U M T E N U I F O L I U M ' M A R J O R I E C H A N N O N ' M A R J O R I E C H A N N O N T A W H I W H I 2 4 " B O X M O D E R A T E 4 P O D I C E P O D O C A R P U S X ` I C E E B L U E ` I C E E B L U E P O D O C A R P U S C O L U M N A R 2 4 " B O X M E D I U M 6 P R U M O N P R U N U S C A R O L I N I A N A ' M O N U S ' B R I G H T ' N T I G H T C A R O L I N A L A U R E L C H E R R Y 2 4 " B O X L O W 1 3 P Y R A U T P Y R U S C A L L E R Y A N A ' A U T U M N B L A Z E ' A U T U M N B L A Z E C A L L E R Y P E A R 2 4 " B O X M O D E R A T E 6 Q U E P A L Q U E R C U S P A L U S T R I S P I N O A K 3 6 " B O X M O D E R A T E 4 T R I E L 3 T R I S T A N I A L A U R I N A ` E L E G A N T ` E L E G A N T W A T E R G U M 2 4 " B O X M E D I U M 7 T R E E P L A N T S C H E D U L E Q U A N T I T I E S N O T E : C O N T R A C T O R T O N O T E T H A T T H E Q U A N T I T I E S O N L E G E N D A N D P L A N T C A L L O U T S H A V E B E E N P R O V I D E D F O R Q U I C K R E F E R E N C E O N L Y . I T I S R E C O M M E N D E D T H A T T H E C O N T R A C T O R N O T R E L Y O N T H E A C C U R A C Y O F T H E S E Q U A N T I T I E S A N D P R O V I D E T H E I R O W N P L A N T M A T E R I A L C O U N T S A T T H E T I M E O F P R E P A R I N G B I D . A N Y D I S C R E P A N C Y I N T H E P L A N T Q U A N T I T I E S A N D S I Z E S S H O U L D B E B R O U G H T T O T H E I M M E D I A T E A T T E N T I O N O F T H E L A N D S C A P E A R C H I T E C T . 1 . P R I O R T O A N Y F I N E G R A D I N G O R P L A N T I N G , C O N T R A C T O R S H A L L O B T A I N A G R O N O M I C S O I L R E P O R T S A N D S O I L A M E N D M E N T R E C O M M E N D A T I O N S P E R S P E C I F I C A T I O N S , W H I C H S H A L L S U P E R S E D E T H O S E W I T H I N T H E S P E C I F I C A T I O N S . S E E N O T E A B O V E F O R L O C A T I O N S . 2 . L A N D S C A P E A R C H I T E C T T O A P P R O V E A L L P L A N T M A T E R I A L N O T L E S S T H A N 1 W E E K P R I O R T O A N T I C I P A T E D D E L I V E R Y D A T E . 3 . C O N T R A C T O R S H A L L R E M O V E A L L G R O W E R S T A K E S , T A G S A N D R I B B O N S . 4 . L A N D S C A P E C O N T R A C T O R S H A L L M A I N T A I N P R O P E R D R A I N A G E A N D D I R E C T A L L W A T E R T O D R A I N A G E I N L E T S S O A S T O P R E V E N T S T A N D I N G W A T E R . 5 . T H E L A N D S C A P E C O N T R A C T O R S H A L L M A I N T A I N A L L P L A N T E D A R E A S F O R A P E R I O D O F 9 0 D A Y S A F T E R " S T A R T O F M A I N T E N A N C E " P E R I O D . 6 . C O N T R A C T O R S H A L L G U A R A N T E E S H R U B S F O R 6 M O N T H S A N D T R E E A N D P A L M M A T E R I A L F O R 1 2 M O N T H S ( 1 Y E A R ) . 7 . L A N D S C A P E A R C H I T E C T S H A L L A P P R O V E P L A N T M A T E R I A L P L A C E M E N T P R I O R T O I N S T A L L A T I O N . 8 . N O T R E E S S H A L L B E P L A N T E D C L O S E R T H A N 5 ' T O A B U I L D I N G O R R O O F S T R U C T U R E . N O T R E E S S H A L L B E P L A N T E D C L O S E R T H A N 5 ' T O P A V I N G O R F R E E S T A N D I N G W A L L S U N L E S S D I R E C T E D B Y T H E L A N D S C A P E A R C H I T E C T . 9 . T R E E S O R P A L M S S H A L L N O T B E P L A N T E D W H E R E F U T U R E G R O W T H W I L L O B V I O U S L Y C O N F L I C T W I T H R O O F O V E R H A N G S . 1 0 . N O S H R U B S O R T R E E S S H A L L B E P L A N T E D T H A T W I L L C R E A T E A V I S U A L O B S T R U C T I O N T O S I G H T L I N E O F V E H I C L E T R A F F I C . 1 1 . T R E E S O R P A L M S P L A N T E D I N L A N D S C A P E A R E A S O F L E S S T H A N 5 ' I N W I D T H S H A L L B E I N S T A L L E D W I T H A P P R O V E D R O O T B A R R I E R S . 1 2 . A N Y P L A N T I N G S H O W N O N T H E P L A N S O R E X I S T I N G I N T H E F I E L D T H A T C O N T R A D I C T S T H E S E C R I T E R I A I S T O B E B R O U G H T T O T H E A T T E N T I O N O F T H E L A N D S C A P E A R C H I T E C T F O R R E S O L U T I O N . F A I L U R E T O D O S O M A Y R E S U L T I N T H E C O N T R A C T O R T O R E M O V E O R R E L O C A T E P L A N T M A T E R I A L . G E N E R A L P L A N T I N G N O T E S : A L L S H R U B A R E A S A L L S H R U B A R E A S T O R E C E I V E M I N I M U M 3 " T H I C K " F O R E S T F L O O R " M U L C H B Y A G U I N A G A G R E E N . 8 7 7 . O C . M U L C H M U L C H N O T E : T R E E P L A C E M E N T N O T E : C O N T R A C T O R T O L O C A T E A L L D R A I N L I N E S a n d D E C K D R A I N S P R I O R T O T H E I N S T A L L A T I O N O F T R E E S . D O N O T S E T T R E E R O O T B A L L S D I R E C T L Y O N S L A B C O V E R I N G D R A I N S . R A I S E D P L A N T E R S O I L M I X : · R A I S E D P L A N T E R S O I L M I X W H I T T I E R F E R T I L I Z E R 5 6 2 - 6 9 9 - 3 4 6 1 M I X C O N T A I N S : 3 0 % O R G A N I C M A T T E R & 7 0 % S A N D Y L O A M · I M P O R T S O I L T O F I L L P L A N T E R S I N M U L T I P L E L I F T S . S A T U R A T E B E T W E E N L I F T S T O C O M P A C T I N O R D E R T O P R E V E N T S E T T L E M E N T L O W E R T H A N 4 " F R O M T O P O F W A L L / P O T T E R Y S O I L M O U N D I N G N O T E : C O N T R A C T O R T O M O U N D S O I L W I T H I N P L A N T E R S A T A + / - 2 : 1 S L O P E W H E R E P L A N T E R W I D T H A L L O W S . S E E C O N T O U R S W I T H I N P L A N T E R S F O R R E F E R E N C E W / D W/D W / D W / D W/D W/D W/ D W/D W/D W / D W/D W / D W/D D N U P T QUE PAL36"box 4GIN PR224"box 3TRI EL324"box 224"box TRI EL3236"box LAG WHI1 GIN PR224"box 3TRI EL324"box 2GIN PR224"box 1 24"box MAG LIL3POD ICE24"box 224"box PRU MON224"box POD ICE1 2 4 " b o x P R U M O N 2 2 4 " b o x P O D I C E 1 2 4 " b o x P R U M O N 1 2 4 " b o x M A G L I L 1 O L E S W A 4 8 " b o x 4 P I T M A R 2 4 " b o x 2 J U N S K 2 E x i s t i n g 2 A C E B L O 2 4 " b o x 2 2 4 " b o x F E I V E U 3 C I N C A M 6 0 " b o x 1 2 4 " b o x P I T M A R 2 P O D I C E 2 4 " b o x 1 2 4 " b o x P O D I C E 1 1 5 g a l . L I G T E X 4 P R U M O N 2 4 " b o x 4 2 4 " b o x P R U M O N 4 2 4 " b o x L A U S A R 6 B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE L P T . 2 T R E E P L A N T I N G P L A N L P T . 2 L P T . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' M A T C H L I N E - S E E S H E E T L P T . 1 MATCHLINE - SEE SHEET LPT.1 STAIRS ELEV S T A I R S S T A I R S E L E V S T A I R S R E T A I L F L O O D C O N T R O L E A S E M E N T A D J A C E N T E U G E N E O ' N E I L L C O M M E M O R A T I V E P A R K ADJACENT COMMERCIAL -BLUE LINE PIZZA ADJACENT COMMERCIALPARKING LOT S H R U B S B O T A N I C A L / C O M M O N N A M E S I Z E W U C O L S Q T Y A B E L I A X G R A N D I F L O R A ' K A L E I D O S C O P E ' K A L E I D O S C O P E G L O S S Y A B E L I A 5 G A L M O D E R A T E 3 6 A R B U T U S U N E D O ' O K T O B E R F E S T ' O K T O B E R F E S T S T R A W B E R R Y T R E E 5 G A L L O W 2 6 A S P A R A G U S D E N S I F L O R U S ' M Y E R S I I ' M Y E R S A S P A R A G U S F E R N 5 G A L M O D E R A T E 3 6 C A R P E N T E R I A C A L I F O R N I C A B U S H A N E M O N E 5 G A L L O W 6 7 D I E T E S V E G E T A A F R I C A N I R I S 5 G A L L O W 1 0 6 E L A E A G N U S P U N G E N S ' M A C U L A T A ' T H O R N Y E L A E A G N U S 5 G A L L O W 4 6 E S C A L L O N I A X ' C O M P A C T A ' C O M P A C T E S C A L L O N I A 5 G A L M O D E R A T E 8 9 H E T E R O M E L E S A R B U T I F O L I A T O Y O N 1 5 G A L L O W 2 2 L I G U S T R U M J A P O N I C U M ' T E X A N U M ' T E X A S J A P A N E S E P R I V E T 5 G A L M O D E R A T E 2 6 L O R O P E T A L U M C H I N E N S E ' M O N R A Z ' T M R A Z Z L E B E R R I F R I N G E F L O W E R 5 G A L V E R Y L O W 3 0 M A H O N I A A Q U I F O L I U M O R E G O N G R A P E 5 G A L M E D I U M 1 2 M A H O N I A A Q U I F O L I U M ' C O M P A C T A ' C O M P A C T O R E G O N G R A P E 5 G A L L O W 1 6 0 M Y R T U S C O M M U N I S ' C O M P A C T A ' D W A R F C O M M O N M Y R T L E 5 G A L L O W 5 2 N A N D I N A D O M E S T I C A ' G U L F S T R E A M ' G U L F S T R E A M H E A V E N L Y B A M B O O 5 G A L L O W 1 6 N A N D I N A D O M E S T I C A ' H A R B O U R D W A R F ' H A R B O U R D W A R F H E A V E N L Y B A M B O O 5 G A L L O W 1 6 O L E A E U R O P A E A ' M O N T R A ' L I T T L E O L L I E ® O L I V E 1 5 G A L M O D E R A T E 1 0 5 P E N N I S E T U M A L O P E C U R O I D E S ' L I T T L E B U N N Y ' L I T T L E B U N N Y F O U N T A I N G R A S S 5 G A L M O D E R A T E 6 2 P H O T I N I A X F R A S E R I R E D T I P P H O T I N I A 5 G A L M O D E R A T E 4 P I T T O S P O R U M T O B I R A J A P A N E S E P I T T O S P O R U M 5 G A L M O D E R A T E 2 6 P I T T O S P O R U M T O B I R A ' S H I M A ' C R E A M D E M I N T ™ J A P A N E S E P I T T O S P O R U M 5 G A L M O D E R A T E 4 5 P O D O C A R P U S M A C R O P H Y L L U S Y E W P I N E 1 5 G A L M O D E R A T E 5 R H A M N U S C A L I F O R N I C A ' E V E C A S E ' E V E C A S E C O F F E E B E R R Y 5 G A L L O W 7 0 R H A P H I O L E P I S I N D I C A ' C L A R A ' C L A R A I N D I A N H A W T H O R N 5 G A L M O D E R A T E 2 3 R O S A X ' F L O W E R C A R P E T A P P L E B L O S S O M ' F L O W E R C A R P E T ® A P P L E B L O S S O M G R O U N D C O V E R R O S E 5 G A L M O D E R A T E 1 2 V I B U R N U M T I N U S ' S P R I N G B O U Q U E T ' S P R I N G B O U Q U E T L A U R U S T I N U S 5 G A L M O D E R A T E 2 7 V I N E S B O T A N I C A L / C O M M O N N A M E S I Z E W U C O L S Q T Y P A R T H E N O C I S S U S Q U I N Q U E F O L I A V I R G I N A C R E E P E R 5 G A L M O D E R A T E 7 V I T I S C A L I F O R N I C A C A L I F O R N I A W I L D G R A P E 5 G A L V E R Y L O W 4 C D E L M N O R P L A N T S C H E D U L E W/D W/D W/D W / D W / D W/DW/DW/DW/D T DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD RRRRRRRRRRRRRRRRRRRRRRRRROOOOOOOOOOOOOOOOOOO MDDDDRRRRRRRRRRRRROOOOOOOO O O O O OOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O D D D D D D D D D D D D D N N N N N N N N N N N N N N N N E E E E E E E E E E EEEEEEEEE E E E E E E E E E E D D D D D D D D D D D D E E E B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E L P S . 1 S H R U B P L A N T I N G P L A N MATCHLINE - SEE SHEET LPS.2 M A T C H L I N E - S E E S H E E T L P S . 2 S T A I R S P R O P E R T Y L I N E P R O P E R T Y L I N E PROPERTY LINE R E T A I L R E T A I L HAR T Z A V E N U E A D J A C E N T C O M M E R C I A L - D O M E N I C O ' S D E L I C A T E S S E N A N D C A F E L P S . 2 L P S . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' " I H A V E C O M P L I E D W I T H T H E C R I T E R I A O F T H E O R D I N A N C E A N D A P P L I E D T H E M F O R T H E E F F I C I E N T U S E O F W A T E R I N T H E L A N D S C A P E D E S I G N P L A N . " W / D W/D W / D W / D W/D W/D W/ D W/D W/D W / D W/D W / D W/D D N U P T DDDDDDDDD RRRRRRRRRRRR LLLLLLMDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDR R R R R R R R R RCCCCC C C CMMMMMMMMMMM OOOOOO OOOO O O O O O O O O O O O O OOORRRRRRRRRRRRRR R R R R RRRRRR R R R R DDDDD DDDDDD D D D D DDDDO N N N N N N N N N N N N N N N N L L L L L L L L L L L L LLL L LLL L LLL L O O O O O O O O O O O O O O O O O EEEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E D D D D D D D D D D D D CCCCCC CCCCCCCCCCCCCCCCCC CCC CCCCCCCCC C C C C C C C C C C C C CCCCCCCCC C C S H R U B S B O T A N I C A L / C O M M O N N A M E S I Z E W U C O L S Q T Y A B E L I A X G R A N D I F L O R A ' K A L E I D O S C O P E ' K A L E I D O S C O P E G L O S S Y A B E L I A 5 G A L M O D E R A T E 3 6 A R B U T U S U N E D O ' O K T O B E R F E S T ' O K T O B E R F E S T S T R A W B E R R Y T R E E 5 G A L L O W 2 6 A S P A R A G U S D E N S I F L O R U S ' M Y E R S I I ' M Y E R S A S P A R A G U S F E R N 5 G A L M O D E R A T E 3 6 C A R P E N T E R I A C A L I F O R N I C A B U S H A N E M O N E 5 G A L L O W 6 7 D I E T E S V E G E T A A F R I C A N I R I S 5 G A L L O W 1 0 6 E L A E A G N U S P U N G E N S ' M A C U L A T A ' T H O R N Y E L A E A G N U S 5 G A L L O W 4 6 E S C A L L O N I A X ' C O M P A C T A ' C O M P A C T E S C A L L O N I A 5 G A L M O D E R A T E 8 9 H E T E R O M E L E S A R B U T I F O L I A T O Y O N 1 5 G A L L O W 2 2 L I G U S T R U M J A P O N I C U M ' T E X A N U M ' T E X A S J A P A N E S E P R I V E T 5 G A L M O D E R A T E 2 6 L O R O P E T A L U M C H I N E N S E ' M O N R A Z ' T M R A Z Z L E B E R R I F R I N G E F L O W E R 5 G A L V E R Y L O W 3 0 M A H O N I A A Q U I F O L I U M O R E G O N G R A P E 5 G A L M E D I U M 1 2 M A H O N I A A Q U I F O L I U M ' C O M P A C T A ' C O M P A C T O R E G O N G R A P E 5 G A L L O W 1 6 0 M Y R T U S C O M M U N I S ' C O M P A C T A ' D W A R F C O M M O N M Y R T L E 5 G A L L O W 5 2 N A N D I N A D O M E S T I C A ' G U L F S T R E A M ' G U L F S T R E A M H E A V E N L Y B A M B O O 5 G A L L O W 1 6 N A N D I N A D O M E S T I C A ' H A R B O U R D W A R F ' H A R B O U R D W A R F H E A V E N L Y B A M B O O 5 G A L L O W 1 6 O L E A E U R O P A E A ' M O N T R A ' L I T T L E O L L I E ® O L I V E 1 5 G A L M O D E R A T E 1 0 5 P E N N I S E T U M A L O P E C U R O I D E S ' L I T T L E B U N N Y ' L I T T L E B U N N Y F O U N T A I N G R A S S 5 G A L M O D E R A T E 6 2 P H O T I N I A X F R A S E R I R E D T I P P H O T I N I A 5 G A L M O D E R A T E 4 P I T T O S P O R U M T O B I R A J A P A N E S E P I T T O S P O R U M 5 G A L M O D E R A T E 2 6 P I T T O S P O R U M T O B I R A ' S H I M A ' C R E A M D E M I N T ™ J A P A N E S E P I T T O S P O R U M 5 G A L M O D E R A T E 4 5 P O D O C A R P U S M A C R O P H Y L L U S Y E W P I N E 1 5 G A L M O D E R A T E 5 R H A M N U S C A L I F O R N I C A ' E V E C A S E ' E V E C A S E C O F F E E B E R R Y 5 G A L L O W 7 0 R H A P H I O L E P I S I N D I C A ' C L A R A ' C L A R A I N D I A N H A W T H O R N 5 G A L M O D E R A T E 2 3 R O S A X ' F L O W E R C A R P E T A P P L E B L O S S O M ' F L O W E R C A R P E T ® A P P L E B L O S S O M G R O U N D C O V E R R O S E 5 G A L M O D E R A T E 1 2 V I B U R N U M T I N U S ' S P R I N G B O U Q U E T ' S P R I N G B O U Q U E T L A U R U S T I N U S 5 G A L M O D E R A T E 2 7 V I N E S B O T A N I C A L / C O M M O N N A M E S I Z E W U C O L S Q T Y P A R T H E N O C I S S U S Q U I N Q U E F O L I A V I R G I N A C R E E P E R 5 G A L M O D E R A T E 7 V I T I S C A L I F O R N I C A C A L I F O R N I A W I L D G R A P E 5 G A L V E R Y L O W 4 C D E L M N O R P L A N T S C H E D U L E B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE L P S . 2 S H R U B P L A N T I N G P L A N L P S . 2 L P S . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' M A T C H L I N E - S E E S H E E T L P S . 1 MATCHLINE - SEE SHEET LPS.1 STAIRS ELEV S T A I R S S T A I R S E L E V S T A I R S R E T A I L F L O O D C O N T R O L E A S E M E N T A D J A C E N T E U G E N E O ' N E I L L C O M M E M O R A T I V E P A R K ADJACENT COMMERCIAL -BLUE LINE PIZZA ADJACENT COMMERCIALPARKING LOT F O R P E R M I T A N D C O N S T R U C T I O N P L A N S F O R F I X T U R E C I R C U I T I N G A N D L O A D S S E E P L A N S P R E P A R E D B Y E L E C T R I C A L E N G I N E E R . E L E C T R I C A L P O I N T - O F - C O N N E C T I O N a n d E L E C T R I C A L P A N E L P E R S C E L E C T R I C A L C O M P A N Y ' S D R A W I N G S . P O I N T - O F - C O N N E C T I O N & E L E C T R I C A L P A N E L N O T E : E L E C T R I C A L C O O R D I N A T I O N N O T E : 1 G E N E R A L L A N D S C A P E L I G H T I N G N O T E S : 3 4 5 6 7 C O N T R A C T O R S H A L L S T U B O U T E L E C T R I C A L C O N D U I T T O S P E C I M E N T R E E S / P A L M S P R I O R T O P L A N T I N G . A L L F I X T U R E S S H A L L B E M O U N T E D A F T E R I N S T A L L A T I O N O F T R E E S A N D P A L M S . A L L L I G H T I N G F I X T U R E S A N D E L E C T R I C A L I N S T A L L A T I O N S H A L L B E I N C O N F O R M A N C E W I T H T O W N O F D A N V I L L E , T H E N A T I O N A L E L E C T R I C A L C O D E S A N D L O C A L G O V E R N M E N T A G E N C Y A N D P L A N S P R E P A R E D B Y E L E C T R I C A L C O N S U L T A N T . C O N T R A C T O R S H A L L V E R I F Y L O C A T I O N O F A L L U T I L I T I E S P R I O R T O C O N S T R U C T I O N A N D S H A L L B E H E L D L I A B L E F O R A L L D A M A G E S I N C U R R E D . T H E C O N T R A C T O R S H A L L O B T A I N A L L N E C E S S A R Y P E R M I T S R E Q U I R E D T O P E R F O R M T H E W O R K I N D I C A T E D H E R E I N B E F O R E B E G I N N I N G W O R K . A L L C O N S T R U C T I O N S H A L L C O N F O R M T O T H E C U R R E N T U N I F O R M B U I L D I N G C O D E S , P E R M I T R E Q U I R E M E N T S A N D S T A T E A N D H E A L T H S A F E T Y R E Q U I R E M E N T S . A L L E L E C T R I C A L F I X T U R E S A R E S H O W N S C H E M A T I C A L L Y F O R L O C A T I O N S A N D Q U A N T I T I E S R E Q U I R E D . C O N T R A C T O R S H A L L V E R I F Y E X I S T I N G C O N D I T I O N S P R I O R T O C O N S T R U C T I O N A N D I N S T A L L F I X T U R E S P E R M A N U F A C T U R E R S S P E C I F I C A T I O N S A N D P L A N S P R E P A R E D B Y E L E C T R I C A L E N G I N E E R C O N S U L T A N T . C O N T R A C T O R S H A L L P R O V I D E A N D I N S T A L L A L L N E C E S S A R Y C O N D U I T U N D E R P A V I N G P R I O R T O C O N S T R U C T I O N . 2 P L A N S A R E F O R R E F E R E N C E O N L Y . S E E E L E C T R I C A L P L A N S P R E P A R E D B Y E L E C T R I C A L E N G I N E E R . R E F E R E N C E N O T E : A C C E S S O R I E S / N O T E S S Y M B O L T Y P E / L O C A T I O N L I G H T F I X T U R E L E G E N D : M A N U F A C T U R E R / M O D E L # C O L O R 1 2 0 V O L T E L E C T R I C A L P O W E R T O B E P R O V I D E D B Y O T H E R S . F I E L D V E R I F Y A C T U A L L O C A T I O N . E L O W V O L T A G E T R A N S F O R M E R T O B E C O O R D I N A T E D w i t h E L E C T R I C A L E N G I N E E R . T - 1 B U L L E T U P L I G H T T R E E S - S P O T ( 2 F I X T U R E S P E R S Y M B O L ) F X L U M I N A I R E : N P - Z D - 6 L E D - B Z 1 3 . 5 W L E D C O L O R : B R O N Z E 1 3 " S T A K E P E D E S T R I A N P A T H W A Y B O L L A R D ( 3 1 . 1 " M O U N T I N G H E I G H T ) L I G M A N L I G H T I N G U S A : U D U - 1 0 1 9 6 - x - 1 - W 2 7 - 0 1 C O L O R : B L A C K L 1 L 2 L 4 L 5 L 6 L 7 L 3 S T E P R I S E R L I G H T L 9 D E C O R A T I V E P E N D A N T L I G H T A T O V E R H E A D S H A D E S T R U C T U R E B O V E R : S Y R A 9 0 O U T D O O R C O L O R : N A T U R A L W H I T E w i t h I V O R Y W H I T E S H A D E S E E D E T A I L F O R C O N N E C T I O N D E C O R A T I V E P E N D A N T L I G H T S B O V E R : S Y R A 4 5 O U T D O O R C O L O R : N A T U R A L W H I T E w i t h I V O R Y W H I T E S H A D E S E E D E T A I L F O R C O N N E C T I O N O U T D O O R P E N D A N T L I G H T S H A N G I N G F R O M S P E C I M E N T R E E ( 2 F I X T U R E S P E R S Y M B O L ) F X L U M I N A I R E : V E L E D D O W N L I G H T V E - Z D - 3 L E D - P S - F B C O L O R : B L A C K H A N G F R O M T R E E L I M B S . L A Y O U T T O B E C O N F I R M E D W I T H L A A N D C L I E N T F O R A P P R O V A L W A L L L O U V E R R E C E S S E D W A L L B A R B E C U E L I G H T ( M O U N T E D T O C O U N T E R T O P ) F O C U S I N D U S T R I E S : B Q - F D 0 2 1 2 V M R 1 6 L E D S S M O U N T T O C O U N T E R T O P T R E L L I S D O W N L I G H T F X L U M I N A I R E : N L - Z D - 6 L E D - D N - 3 L E D - F B C O L O R : B L A C K P O S T M O U N T E D L 8 S T E P R I S E R M O U N T E D E V E R Y O T H E R S T E P F X L U M I N A I R E : L M - 2 L E D - F B C O L O R : B L A C K F X L U M I N A I R E : H S - Z D - 2 L E D - W - F B C O L O R : B L A C K W/D W/D W/D W / D W / D W/DW/DW/DW/D T L 1 L 1 L1 L 1 L 2 L 2 L 3 L 3 L 5 L 5 W A L L L I G H T I N G A T P R I V A T E P A T I O S P E R A R C H I T E C T , T Y P . L 6 L 6 C E I L I N G M O U N T E D L I G H T A T C O V E R E D L O B B Y P E R A R C H I T E C T , T Y P . L 5 L 4 L 4 L 4 CEILING MOUNTED LIG H T AT COVERED WALKED P E R ARCHITECT, TYP.WALL MOUNTED LI G H T FIXTURE PER ARCHI T E C T , T Y P . L7L7L7L7L7L7L7L7 W A L L M O U N T E D L I G H T F I X T U R E P E R A R C H I T E C T , T Y P . WALL LIGHTING AT PRIVATE PATIOSPER ARCHITECT, TYP. L 8 L 8 L 8 L 8 L 8 L 8 L 9 L 9 L 9 L 9 L 9 B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E L L . 1 L A N D S C A P E L I G H T I N G P L A N MATCHLINE - SEE SHEET LL.2 M A T C H L I N E - S E E S H E E T L L . 2 S T A I R S P R O P E R T Y L I N E P R O P E R T Y L I N E PROPERTY LINE R E T A I L R E T A I L HAR T Z A V E N U E A D J A C E N T C O M M E R C I A L - D O M E N I C O ' S D E L I C A T E S S E N A N D C A F E L L . 2 L L . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' F O R P E R M I T A N D C O N S T R U C T I O N P L A N S F O R F I X T U R E C I R C U I T I N G A N D L O A D S S E E P L A N S P R E P A R E D B Y E L E C T R I C A L E N G I N E E R . E L E C T R I C A L P O I N T - O F - C O N N E C T I O N a n d E L E C T R I C A L P A N E L P E R S C E L E C T R I C A L C O M P A N Y ' S D R A W I N G S . P O I N T - O F - C O N N E C T I O N & E L E C T R I C A L P A N E L N O T E : E L E C T R I C A L C O O R D I N A T I O N N O T E : 1 G E N E R A L L A N D S C A P E L I G H T I N G N O T E S : 3 4 5 6 7 C O N T R A C T O R S H A L L S T U B O U T E L E C T R I C A L C O N D U I T T O S P E C I M E N T R E E S / P A L M S P R I O R T O P L A N T I N G . A L L F I X T U R E S S H A L L B E M O U N T E D A F T E R I N S T A L L A T I O N O F T R E E S A N D P A L M S . A L L L I G H T I N G F I X T U R E S A N D E L E C T R I C A L I N S T A L L A T I O N S H A L L B E I N C O N F O R M A N C E W I T H T O W N O F D A N V I L L E , T H E N A T I O N A L E L E C T R I C A L C O D E S A N D L O C A L G O V E R N M E N T A G E N C Y A N D P L A N S P R E P A R E D B Y E L E C T R I C A L C O N S U L T A N T . C O N T R A C T O R S H A L L V E R I F Y L O C A T I O N O F A L L U T I L I T I E S P R I O R T O C O N S T R U C T I O N A N D S H A L L B E H E L D L I A B L E F O R A L L D A M A G E S I N C U R R E D . T H E C O N T R A C T O R S H A L L O B T A I N A L L N E C E S S A R Y P E R M I T S R E Q U I R E D T O P E R F O R M T H E W O R K I N D I C A T E D H E R E I N B E F O R E B E G I N N I N G W O R K . A L L C O N S T R U C T I O N S H A L L C O N F O R M T O T H E C U R R E N T U N I F O R M B U I L D I N G C O D E S , P E R M I T R E Q U I R E M E N T S A N D S T A T E A N D H E A L T H S A F E T Y R E Q U I R E M E N T S . A L L E L E C T R I C A L F I X T U R E S A R E S H O W N S C H E M A T I C A L L Y F O R L O C A T I O N S A N D Q U A N T I T I E S R E Q U I R E D . C O N T R A C T O R S H A L L V E R I F Y E X I S T I N G C O N D I T I O N S P R I O R T O C O N S T R U C T I O N A N D I N S T A L L F I X T U R E S P E R M A N U F A C T U R E R S S P E C I F I C A T I O N S A N D P L A N S P R E P A R E D B Y E L E C T R I C A L E N G I N E E R C O N S U L T A N T . C O N T R A C T O R S H A L L P R O V I D E A N D I N S T A L L A L L N E C E S S A R Y C O N D U I T U N D E R P A V I N G P R I O R T O C O N S T R U C T I O N . 2 P L A N S A R E F O R R E F E R E N C E O N L Y . S E E E L E C T R I C A L P L A N S P R E P A R E D B Y E L E C T R I C A L E N G I N E E R . R E F E R E N C E N O T E : A C C E S S O R I E S / N O T E S S Y M B O L T Y P E / L O C A T I O N L I G H T F I X T U R E L E G E N D : M A N U F A C T U R E R / M O D E L # C O L O R 1 2 0 V O L T E L E C T R I C A L P O W E R T O B E P R O V I D E D B Y O T H E R S . F I E L D V E R I F Y A C T U A L L O C A T I O N . E L O W V O L T A G E T R A N S F O R M E R T O B E C O O R D I N A T E D w i t h E L E C T R I C A L E N G I N E E R . T - 1 B U L L E T U P L I G H T T R E E S - S P O T ( 2 F I X T U R E S P E R S Y M B O L ) F X L U M I N A I R E : N P - Z D - 6 L E D - B Z 1 3 . 5 W L E D C O L O R : B R O N Z E 1 3 " S T A K E P E D E S T R I A N P A T H W A Y B O L L A R D ( 3 1 . 1 " M O U N T I N G H E I G H T ) L I G M A N L I G H T I N G U S A : U D U - 1 0 1 9 6 - x - 1 - W 2 7 - 0 1 C O L O R : B L A C K L 1 L 2 L 4 L 5 L 6 L 7 L 3 S T E P R I S E R L I G H T L 9 D E C O R A T I V E P E N D A N T L I G H T A T O V E R H E A D S H A D E S T R U C T U R E B O V E R : S Y R A 9 0 O U T D O O R C O L O R : N A T U R A L W H I T E w i t h I V O R Y W H I T E S H A D E S E E D E T A I L F O R C O N N E C T I O N D E C O R A T I V E P E N D A N T L I G H T S B O V E R : S Y R A 4 5 O U T D O O R C O L O R : N A T U R A L W H I T E w i t h I V O R Y W H I T E S H A D E S E E D E T A I L F O R C O N N E C T I O N O U T D O O R P E N D A N T L I G H T S H A N G I N G F R O M S P E C I M E N T R E E ( 2 F I X T U R E S P E R S Y M B O L ) F X L U M I N A I R E : V E L E D D O W N L I G H T V E - Z D - 3 L E D - P S - F B C O L O R : B L A C K H A N G F R O M T R E E L I M B S . L A Y O U T T O B E C O N F I R M E D W I T H L A A N D C L I E N T F O R A P P R O V A L W A L L L O U V E R R E C E S S E D W A L L B A R B E C U E L I G H T ( M O U N T E D T O C O U N T E R T O P ) F O C U S I N D U S T R I E S : B Q - F D 0 2 1 2 V M R 1 6 L E D S S M O U N T T O C O U N T E R T O P T R E L L I S D O W N L I G H T F X L U M I N A I R E : N L - Z D - 6 L E D - D N - 3 L E D - F B C O L O R : B L A C K P O S T M O U N T E D L 8 S T E P R I S E R M O U N T E D E V E R Y O T H E R S T E P F X L U M I N A I R E : L M - 2 L E D - F B C O L O R : B L A C K F X L U M I N A I R E : H S - Z D - 2 L E D - W - F B C O L O R : B L A C K W / D W/D W / D W / D W/D W/D W/ D W/D W/D W / D W/D W / D W/D D N U P T L 1 L 1 L 1 L1 L 1 L 2 L 2 L 3 L 3 L 3 L 5 L 5 W A L L L I G H T I N G A T P R I V A T E P A T I O S P E R A R C H I T E C T , T Y P . L 6 L 6 CEILING MOUNTED LIGHTAT COVERED WALKED PERARCHITECT, TYP. L 5 L 5 L 5 L 5 L 4 L 4 L 4 L 4 L 4 L 4 C E I L I N G M O U N T E D L I G H T A T C O V E R E D W A L K E D P E R A R C H I T E C T , T Y P . L7L7L7L7L7L7L7L7L7L7L7L7 W A L L L I G H T I N G A T P R I V A T E P A T I O S P E R A R C H I T E C T , T Y P . L 8 L 8 L 8 L 8 L 8 L 8 L 9 L 9 L 9 L 9 L 9 B u i l d i n g D e p a r t m e n t S u b m i t t a l 6 0 0 H A R T Z A V E N U E M I X E D U S E 6 0 0 H A R T Z A V E N U E , D A N V I L L E , C A 9 4 5 2 6 R e v i s i o n s : I s s u e d f o r : P r o j e c t : C l i e n t : S t a m p : J o b N o : D r a w n B y : C h e c k e d B y : P l a n D a t e : S c a l e : T i t l e : S h e e t N o . : P l a n S t a t u s : 0 9 / 3 0 / 2 2 P r o g r e s s S e t 3 1 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 S A N R A M O N , C A 9 4 5 8 3 LICENS E D L A N D S C A P E A R C H I T E C T S i g n a t u r e M ARK A L A N S C H A T T I N G E R # 3 2 3 5 R e n e w a l D a t e D a t e 0 3 - 3 1 - 2 3 S T A T E O F C A L I F O R N I A 1 0 - 1 7 - 2 2 M O , P H M S 1 0 / 1 7 / 2 0 2 2 S E E P L A N 5 0 7 3 0 t h S t r e e t N e w p o r t B e a c h , C A 9 2 6 6 3 9 4 9 . 6 7 5 . 9 9 6 4 m j s - l a . c o m 1 0 / 1 7 / 2 2 B u i l d i n g D e p a r t m e n t S u b m i t t a l P E R M I T N U M B E R S B 2 2 - 0 1 6 6 8 9 B 2 2 - 0 1 6 6 9 0 K E Y M A P N . T . S . 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX 24" BOX H A R T Z A V E N U E P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE L L . 2 L A N D S C A P E L I G H T I N G P L A N L L . 2 L L . 1 N O R T H S C A L E : 1 " = 1 0 ' 0 5 ' 1 0 ' 2 0 ' M A T C H L I N E - S E E S H E E T L L . 1 MATCHLINE - SEE SHEET LL.1 STAIRS ELEV S T A I R S S T A I R S E L E V S T A I R S R E T A I L F L O O D C O N T R O L E A S E M E N T A D J A C E N T E U G E N E O ' N E I L L C O M M E M O R A T I V E P A R K ADJACENT COMMERCIAL -BLUE LINE PIZZA ADJACENT COMMERCIALPARKING LOT ARCHI T E C T DESNECIL C A L I F O R N I FO E T A T S A R.AIK E N DRAHCIRNO. C-23117 REN. 11-2021 DATE:SHEET: SHEET SCALE: PROJECT MANAGER: DESIGNER: DRAWN BY: REVIEWED BY: 1ST BLDG. DEPT. SUBMITTAL: ISSUED FOR CONSTRUCTION: JOB NUMBER: REVISIONS ©2022 WILLIAM HEZMALHALCH ARCHITECTS,INC.dba WHA DO NOT SCALE PLANS WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA. IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA PERMIT NUMBERS: B22-016689 B22-016690 3/8" = 1'-0" 10 / 2 1 / 2 0 2 2 2 : 2 5 : 2 1 P M Au t o d e s k D o c s : / / 2 0 2 1 0 6 6 H a r t z / 2 0 2 1 0 6 6 _ H a r t z . r v t 10/17/22 A0.16 Project Manager Project Designer Drawn By Reviewed By 09-09-09 Issued For Construction Date 2021066 BU I L D I N G D E P A R T M E N T S U B M I T T A L 1 0 / 1 7 / 2 0 2 2 COLORS AND MATERIALS 60 0 H a r t z A v e n u e M i x e d U s e 60 0 H A R T Z A V E N U E DA N V I L L E , C A 9 4 5 2 6 TH E A D D R E S S C O M P A N Y 31 6 0 C R O W C A N Y O N R O A D , S U I T E 2 7 0 SA N R A M O N C A 9 4 5 8 3 NO.DATE DESCRIPTION