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Home My WebLink AboutRESO - PC - 2025-05.12-7B CITY OF BURLINGAME COMMUNITY DEVELOPMENT DEPARTMENT Planning Division | City Hall, Second Floor | 501 Primrose Road | PH: (650) 558-7250 Register online to receive City of Burlingame e-mail updates at www.burlingame.org May 23, 2025 CP VIII 1766 ECR, LLC c/o Eric Harnish 1000 Sansome Street, First Floor San Francisco, CA 94111 (email: EHarnish@carmelmartners.com) Re: Master Sign Program for 1766 El Camino Real (Project No. MSP25-0003) Dear Mr. Harnish, Since there was no appeal to or suspension by the City Council, the May 12, 2025, Planning Commission approval of your application for a Master Sign Program became effective May 22, 2025. This application was for new wall signs located above the first story of the building (8th floor) and for the number of signs on the primary frontage (El Camino Real) on a multi-unit residential development at 1766 El Camino Real. Attached is the Planning Commission resolution of approval which includes the associated conditions of approval and project plans. The project must adhere to all site improvements and construction work will require a separate building permit application to the Community Development Department prior to work being performed. This approval is valid for two years during which time a building permit must be issued by May 22, 2027). One extension of up to one year may be considered by the Community Development Director if a written application and filing fee is submitted to the Community Development Department at least 30 days prior to the expiration date listed above. Sincerely, Catherine Keylon Planning Division | Community Development Department 501 Primrose Road | Burlingame, CA 94010 Tel. (650) 558-7252 | ckeylon@burlingame.org c: SignCraft Inc. (email: scott@thinksigncraft.com) Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 MSP25-0003 PC/05/12/2025 Page 1 CITY OF BURLINGAME PLANNING COMMISSION RESOLUTION 2025-05.12-7B APPROVING MASTER SIGN PROGRAM FOR 1766 EL CAMINO REAL PROJECT NO. MSP25-0003 WHEREAS, an application has been made by CP VIII 1766 LLC, for a Master Sign Program for wall signs above the first story and for the number of signs on the primary frontage (El Camino Real) on a new multi-unit residential building in the NBMU (North Burlingame Road Mixed-Use) zoning district, APN: 025-161-110; and WHEREAS, on May 12, 2025, the Planning Commission of the City of Burlingame held a duly noticed public hearing at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; and WHEREAS, on May 12, 2025, the Planning Commission of the City of Burlingame reviewed and considered a Categorical Exemption under Section 15311 (a) (Class 11, Accessory Structures) for the Project; and NOW, THEREFORE, the Planning Commission of the City of Burlingame does here by resolve, find, determine and order as follows: SECTION 1: The project is Categorically Exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15311 (a) (Class 11 – Accessory Structures) of the CEQA Guidelines, which states that construction or placement of minor structures accessory to (appurtenant to) existing commercial, industrial, or institutional facilities, including but not limited to on-premise signs, is exempt from environmental review. SECTION 2: City of Burlingame Municipal Code (BMC) authorizes the Planning Commission to grant a Master Sign Program upon making certain findings. The Planning Commission finds the following: MASTER SIGN PROGRAM FINDINGS (BMC SECTION 25.42.060(D)) 1. The master sign program complies with the purpose and intent of this section and chapter. The proposed wall signs included in the Master Sign Program complies with the purpose and intent of the regulations outlined in Burlingame Municipal Code, Code Section 25.42.060(D)(1- 8), in that the placement of the wall signs does not obscure any building or window trim or any architectural feature of the building, that the shape and design of the signs are compatible with the architectural style of the building on which it is placed, that the size of the proposed signs are in proportion to the façade portion on which it is placed, and that no more than one upper floor sign is proposed per frontage. 2. The master sign program does not allow any sign that is prohibited by Section 25.42.040 (Prohibited Signs). The proposed wall signs in the Master Sign Program are not signs that are prohibited by Section 25.42.040 (Prohibited Signs). Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 MSP25-0003 PC/05/12/2025 Page 2 3. The master sign program standards will result in signs that are visually related or complementary to each other and to the buildings and/or developments they identify through the integration of predominant architectural materials, elements, or details of such buildings or developments. The proposed signs are complementary to the architectural style and details of the multi-unit building and contribute to the overall image of the City, in that the proposed materials of the signs with fabricated metal letters with internal halo lit LED illumination, projecting 6.5” from the face of the wall, are compatible with the building materials. 4. The signage shall make a positive visual contribution to the overall image of the City. The proposed wall signs, located on the upper floors of the building and visible to pedestrians, will contribute to the City’s goal of establishing a gateway to the NBMU zoning district. 5. Any deviations from sign standards are justified by unique circumstances or conditions applicable to the property. The deviations from sign standards are justified by unique circumstances or conditions applicable to the property in that the wall signs are needed on the upper floors to identify the building given that the subject property is a large parcel located along El Camino Real. 6. The master sign program will not result in signs that would impair pedestrian and vehicular safety. The Master Sign Program will not result in signs that would impair pedestrian and vehicular safety in that the wall signs are located 83’-6” to 92’-7” above grade, do not extend into any public right-of-way or vehicular driveway, and do not contain any animated or changeable copy or flashing lights. 7. Light and glare associated with the signs will not negatively affect nearby residential uses. The light and glare associated with the new wall signs will not negatively affect the residential uses since there would be no direct lighting from exterior light fixtures (signs would be internally lit) and the signs will not have animated or changeable copy or flashing lights. SECTION 3: The Planning Commission of the City of Burlingame after conducting the public hearing HEREBY APPROVES MSP25-0003 subject to the following conditions: CONDITIONS OF APPROVAL 1. that the project shall be built as shown on the plans submitted to the Planning Division date stamped April 9, 2025, sheets 1 through 27; 2. that any increase in the number or area of the signs shall be subject to Planning Division or Planning Commission review (may require amendment to Master Sign Program); 3. that if the structure is demolished or the envelope changed at a later date, the Master Sign Program associated with the building, as well as any other exceptions to the code granted here will become void; and 4. that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame. Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 MSP25-0003 PC/05/12/2025 Page 3 SECTION 4: The Master Sign Program approval shall be subject to revocation if the applicant fails to comply with the conditions listed herein at any time. If, at any time, the Community Development Director or Planning Commission determine that there has been or may be a violation of the findings or conditions of this approval, or of the Zoning Regulations, a public hearing may be held before the Planning Commission to review this approval pursuant to Zoning Regulation Section 25.88.050. At said hearing, the Planning Commission may add conditions, or recommend enforcement actions, or revoke the approval entirely, as necessary to ensure compliance with the Zoning Regulations, and to provide for the health, safety, and general welfare of the community. PASSED AND ADOPTED this 12th day of May 2025. Chairperson I, _____________ , Secretary of the Planning Commission of the City of Burlingame, do hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the Planning Commission held on the 12th day of May 2025 by the following vote: Secretary Exhibits: Exhibit A - Project Plans dated April 9, 2025 AYES: LOWENTHAL, PFAFF, SCHMID, SHORES, TSE NOES: NONE RECUSED: NONE ABSENT: HORAN Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 Walker Shores 2025-04-09 SB/EMS 10 signs 1 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 Table of Contents Site Plan Location Plan 2 Exterior Elevations El Camino Real 3 east side 4 California Drive 5 Trousdale Drive 6 Exterior Signage BA Building Address Layout 15 Elevation & Plan Placement 16 Engineering 17 RL ‘R’ Logo at Entry Layout 18 Elevation & Plan Placement 19 RC ‘R’ Logo at Corner Layout 20 Elevation & Plan Placement 21 Blocking 22 Engineering 23 GA Garage Address Layout 24 Elevation & Plan Placement 25 GI Garage ID Parking Layout 26 Elevation & Plan Placement 27 height floor 1 116" mounting above sign height floor 1? setback illumination El Camino east side California Trousdale BA Building Address 163" yes 35" non-illuminated (exempt) PL Project ID Large 83'-6" yes 74" internal halo-lit illumination 35 93 sq ft PS1 Project ID Small (west) 92'-7" yes 115" internal halo-lit illumination 28 11 sq ft PS2 Project ID Small (east) 86'-1" yes 123" internal halo-lit illumination 28 11 sq ft RL1 ‘R’ Logo at Entry (west) 72" no 77" non-illuminated 1 76 sq ft RL2 ‘R’ Logo at Entry (east) 72" no 74" non-illuminated 1 76 sq ft RC1 ‘R’ Logo at Corner (south) 144" yes 111" internal halo-lit illumination 3 08 sq ft RC2 ‘R’ Logo at Corner (west) 144" yes 98" internal halo-lit illumination 3 08 sq ft GA Garage Address 68" no 152" non-illuminated (exempt) GI Garage ID Parking 167 5" yes 90" non-illuminated (exempt) 42 53 sq ft 28 11 sq ft 31 19 sq ft El Camino east side California Trousdale building frontage 293'-0" 405'-5" 40'-8" 128'-0" property frontage 310'-0" 428'-2" 62'-0" 159'-6" Master Sign Program PL Project ID Large Layout 7 Elevation & Plan Placement 8 Blocking 9 Engineering 10 PS Project ID Small Layout 11 Elevation & Plan Placement 12 Blocking 13 Engineering 14 April 9, 2025 RECEIVED City of Burlingame CDD-Planning DIV Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 2 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 BA RL1 PL RC2 RC1 RL2 PS2 GI PS1 GA Location Plan El Camino Real California Dr Trousdale Dr 35" to PL 90" to PL 74" to PL77" to PL111" to PL98" to PL74" to PL 152" to PL 125" to PL115" to PL east side405'-5" building frontage293'-0" building frontage 428'-2" property frontage310'-0" property frontage128'-0" building frontage159'-6" property frontage40'-8" building frontage 62'-0" property frontage Property Line Easement Line Setback Line BA Building Address qty: 1 PL Project ID Large qty: 1 PS Project ID Small qty: 2 RL ‘R’ Logo at Entry qty: 2 RC ‘R’ Logo at Corner qty: 2 GA Garage Address qty: 1 GI Garage ID Parking qty: 1 SCALE 46% × (1" = 20'-0") ≈ 1:521 74 ≈ 0 1917% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 3 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 El Camino Real Exterior Elevations El Camino Real BA Building Address qty: 1 PL Project ID Large qty: 1 RL ‘R’ Logo at Entry qty: 2 RC ‘R’ Logo at Corner qty: 2 GI Garage ID Parking qty: 1 BAPLRL1 RL2RC1 GI72" above ground 72" above ground 163" above ground 167 5" above ground144" above ground 83'-6" above ground 293'-0" building frontage 310'-0" property frontage SCALE 28% × (1/8" = 1'-0") ≈ 1:342 86 ≈ 0 2917% EXEMPT Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 4 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 east side Exterior Elevations east sidePS Project ID Small qty: 2 PS286'-1" above ground 405'-5" building frontage 428'-2" property frontage SCALE 28% × (1/8" = 1'-0") ≈ 1:342 86 ≈ 0 2917% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 5 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 California Drive Exterior Elevations California Dr GA Garage Address qty: 1 GA68" above ground 40'-8" building frontage 62'-0" property frontage SCALE 28% × (1/8" = 1'-0") ≈ 1:342 86 ≈ 0 2917% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 6 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 Trousdale Drive Exterior Elevations Trousdale Dr PS Project ID Small qty: 2 RC ‘R’ Logo at Corner qty: 2 PS1 RC292'-7" above ground 144" above ground 128'-0" building frontage 159'-6" property frontage SCALE 28% × (1/8" = 1'-0") ≈ 1:342 86 ≈ 0 2917% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 7 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 199"26"19 88" 1 25" stroke AREA 199" × 26" = 35 93 sq ft SIGN BAND 385" × 66" = 176 4 sq ft (PL) area = 20% of sign band (PL) height = 39% of sign band height PL A1 A 4" deep fabricated metal lettering face and returns painted MP 53227 Sonora Gold Metallic internal halo-lit LED illumination 2700K “Soft White” color temperature lighting to be dimmable Lexan backs stud mounted to building face with 1 5" standoffs holes sealed with silicone adhesive 1 power pulled by others 1 layer waterproofing 7/8" stucco 2×6 wood framing 4"1 5"PL Project ID Large qty: 1 ROOF SHEATHINGCONTINUOUSBLOCKINGSINGLE-PLY ROOFING SYSTEMSEE PLANSROOF CRICKETINGSINGLE-PLY ROOFING SYSTEM FASTENERS PER MANUFACTURER4 1. 2. NOTES: SOLID BLOCK ALL JOINTS, TYPICAL. VALLEYS ARE TO SLOPE NO LESS THAN 1/4" PER FOOT. SINGLE-PLY ROOFING SYSTEM TAPERED PERLITE EDGE STRIP TO CREATE SMOOTH FLUSH TRANSITION (6" MINIMUM WIDTH) ROOF SHEATHING ROOF SHEATHING PLYWOOD SHEATHING, REFER TO PLANS FOR WALL TYPE EXTERIOR PLASTER SYSTEM PLASTER STOP SET IN SEALANT O/ BUILDING PAPER METAL COPING WITH WATERTIGHT JOINT, SEE DETAIL SINGLE-PLY MEMBRANE, WRAP OVER PARAPET SINGLE-PLY ROOFING SYSTEM 10/ AD6.11 SHAPED 3x TOP PLATE TOP OF WALL 4 CLOSE CELL SPRAY UERETHANE FOAM EXTERIOR PLASTER SYSTEM OVER AIR AND WATER BARRIERPLYWOOD SHEATHING24 GAUGE GALVANIZED METAL COUNTER FLASHING WITH FASTENERS AT 6" ON-CENTER - PROVIDE CORNER PIECES TO BE ONE-PIECE (PRE-MANUFACTURED, MECHANICALLY FASTENED AND SOLDERED WATER TIGHT)WIND CLIPS AT 6" ON-CENTERSINGLE-PLY ROOFING SYSTEMCONTINUOUS BLOCKINGSELF-ADHERING FLASHING12" MINIMUMFASTENERS PER MANUFACTURER - NOT SHOWNSINGLE-PLY ROOFING COMPATIBLE SELF-ADHERING FLASHING4 9 FLASHING VIEW EXTERIOR PLASTER SYSTEM SINGLE-PLY ROOFING SYSTEM NOTE: LAP ALL FLASHING AND WATER-RESISTIVE BARRIER IN SHINGLE FASHION. RETURN 6" MINIMUM AT CORNERS 26 GAUGE GALVANIZED SHEET METAL TRANSITION FLASHING SLEEVE WITH SOLDERED SEAMS METAL COPING FLASHING AT PARAPET WALL SEE DETAIL SLOPE TO CONFORM TO COPING WEEP SCREED OVER SADDLE FLASHING - END PIECE NOT SHOWN FOR CLARITY PURPOSES EXTEND ROOFING UNDER SHEET METAL FLASHING SEE DETAIL FOR SIMILAR CONDITION8/ AD6.11 10/ AD6.11 6" 12" 6" 6" VE R I F Y 6"3"12" INSIDE CORNER COPING/EDGE METAL PREFABRICATED/PREFINISHED GALVANIZED COPING/EDGE METAL WITH FULLY SOLDERED SEAMS 12"12"IN-LINE FLASHING JOINT12"12"OUTSIDE CORNER COPING/EDGE METAL NOTE: BUTT JOINTS OVER 12" WIDE SPLICE PLATE WITH 3-BEADS OF SEALANT AT EACH SIDE OF JOINT (CENTERED) WITH 3/8" EXPANSION JOINT (AS PER NRCA STANDARDS), PROVIDE CONTINUOUS CONCEALED CLEAT ALONG VISIBLE FACES. NO PENETRATIONS ALLOWED THROUGH TOP OF COPING. 4" 20 GAUGE GALVANIZED SHEET METAL CONTINUOUS CLEAT HEMMED EDGE SHEET METAL COPING AND EDGE METAL NOTES (U.N.O): 1. ALL COPING AND EDGE METAL ARE TO BE PREPAINTED 24 GAUGE GALVANIZED / BONDERIZED SHEET METAL, SOLDER ALL SEAMS. 2. EXPOSED FASTENERS - GALVANIZED SCREWS WITH SELF-SEALING WASHERS AT 16" ON-CENTER 3. NAILING IS NOT PERMITTED THROUGH HORIZONTAL SURFACES. 4. PROVIDE CONTINUOUS CLEAT ALONG VISIBLE SIDE. PARAPETS: LENGTH OF FASTENERS IS TO BE INCREASED WHERE ROOFING IS TO BE INSTALLED OVER EXTERIOR-GRADE GYPSUM SHEATHING (ADD 5/8" AT 1-LAYER AND 1 1/4" AT 2-LAYERS) OVER THE PLYWOOD SUBSTRATE OF PARAPET WALLS. SCREWS AT 16" ON-CENTER WITH NEOPRENE WASHERS SHAPED 3x TOP PLATE FIELD VERIFY WIDTH 4" HEIGHT1" H.1" H.3 1/2" HEIGHTOVERFLOW DRAIN ROOF DRAIN VERIFY1'-4" TYPICAL 1'-0"1'-0"4'-0"2'-0"ROOF DRAIN AND OVERFLOW SEE PLUMBING PLANS FOR SIZE SEAL PIPES WITH FIRE SEALANT ALL AROUND PENETRATION COLLAR 2" OVERFLOWPLYWOOD SHEATHING RIGID INSULATION, PROVIDE MINIMUM DEPTH PER T-24 -TYP. SINGLE-PLY ROOFING OVER COVER BOARD, EXTEND ROOF MEMBRANE INTO DRAIN BOWL AND BED UNDERSIDE OF MEMBRANE IN SEALANT AGAINST DRAIN BOWL - SECURE WITH CLAMPING RING AT ROOF DRAIN AND OVERFLOW COMBINATION ROOF DRAIN AND OVERFLOW SYSTEM INSTALL SPRAY FOAM UNDER SUMPS, AROUND DRAIN AND OVERFLOW TO PREVENT CONDENSATION ℄℄ ℄ 44 STUCCOROOFINGGALVANIZED SHEET METAL TRANSITION PIECE - INSTALLOVER SINGLE-PLY MEMBRANE DETAIL INTERFACES WITH DETAIL 12"PROVIDE BLOCKING BEHIND SADDLE FLASHINGWHERE TRANSITIONOCCURS AT WALL OR PARAPET6"6"COPING TO WALL TRANSITION 5/ AD6.11 PLYWOOD SHEATHINGSINGLE-PLY ROOFING SYSTEM, INSTALL PER MANUFACTURER'S RECOMMENDATIONSROOF CRICKET - REFER TO ROOF PLANSHIGH TEMPERATURE SINGLE-PLY ROOFING COMPATIBLE SELF-ADHERING FLASHINGTRASH CHUTEMINIMUM, PER PLANS30" DIAMETER CHUTECOUNTER FLASHINGGALVANIZED VENT RISER WITH EXPLOSION CAPNOTE: PROVIDE FIRE SPRINKLER AT TOP OF CHUTE PER CODE AND FIRE NOTES.14" MINIMUMSCREWS WITH NEOPRENE WASHER SPACED AT 6" ON CENTER ALL SIDESFULL DIAMETER VENT THROUGH ROOF PER NFPA-82 ITEM 6.2.2.448" MINIMUMFIRE RATED SEALANT ALL AROUND8" MIN.FASTENERS PER MANUFACTURER4 FULLY-ADHERED CLASS 'A' MINIMUM SINGLE-PLY TPO ROOFING MEMBRANE (WHITE)ADHESIVE1/2" COVER BOARD, OFFSET JOINTS IN BOTH DIRECTIONSTAPERED RIGID FOAM INSULATION APPROVED SUBSTRATE, SOLID BLOCK ALL JOINTS IN CRICKETS AND ROOF DECKROOF SYSTEMFULLY-ADHERED SINGLE-PLY TPO ROOFING, PREFABRICATED FLASHINGS AND OTHER ITEMS TO COMPRISE A COMPLETE ROOFING SYSTEM. PROVIDE 60 MIL MEMBRANE (WHITE) FOR 20-YEAR WARRANTY.VAPOR BARRIER 4ADDVAPORBARRIER2x BLOCKINGRIDGESLOPE PER PLANS 1/4":12" MINIMUM AT VALLEYS STRUCTURAL SHEATHINGRIGID TAPERED INSULATIONSINGLE-PLY ROOFING SYSTEM COVER BOARDROOF FRAMING1AD2.31SOUNDCOAT TYPE GP-1 DAMPING COMPOUND COATING OR APPROVED EQUAL. APPLIED EXTERNALLY ACCORDING TO MANUFACTURER'S DIRECTION AND AT LEAST 1 TIMES THE METAL THICKNESS2-HOUR FIRE RATED TRASH CHUTE WALLSFLOOR FRAMINGEQEQVIBRATION ISOLATORS AT EACH FLOOR SLAB, MASON INDUSTRIES TYPE BR NEOPRENE MOUNTS, OR APPROVED EQUALTRASH CHUTE PER SPECIFICATIONS2-HOUR FIRE RATED TRASH CHUTE WALLSPODIUM STRUCTURAL SLAB. SEE SLAB PLANS FOR OPENING LOCATIONS AND DIMENSIONS FIRE-RATED FOAM TO SEAL GAP- PER MANUFACTURER METAL COLLAR - PER MANUFACTURER FLOOR SUPPORT ON VIBRATION ISOLATORS - PER MANUFACTURERT.O. SLAB EQEQ 1/4" SEALANT AT ALL JOINTS - AIR TIGHT PER MFR. NOTES:1. NO CONTACT BETWEEN TRASH CHUTE ACCESS OPENING AND WALL. CLOSE OFF GAP WITH POLYURETHANE AND CAULKING.2. NO SOLID CONTACT IS PERMITTED BETWEEN CHUTE AND STRUCTURE WALL, ETC. 3. THERE SHOULD NOT BE ANY ANGLED OFFSETS OR BENDS IN THE CHUTES - STRAIGHT (VERTICAL) DISCHARGE IS PREFERRED.4. PROVIDE RECESSED SPRINKLER HEAD COMPLETELY OUT OF TRASH PASSAGEWAY.5. USE DOOR HOPPER RETARDER TO PREVENT DOOR IMPACTS.6. CAULK ALL JOINTS AROUND SHAFT ENCLOSURE AIRTIGHT.CL METAL COPING TO MATCH HPL PANELS COLOR42" MIN ABOVE THE ADJACENT ROOF CRICKET TPO ROOFING WHERE OCCURS, REFER TO PLANS AND DETAIL , SIM. WEEP HOLES 2% SLOPE HPL PANEL SYSTEM, REFER TO CEMENT PLASTER WALL ASSEMBLY PER PLANS 6/ AD6.11 4 1/ AD4.81 9AIR AND WATER BARRIER WITH BRT-9801 BUTYL FLASHING TAPE (NOT SHOWN) BEHIND OPEN JOINTS FOR UV PROTECTION UNIT ROOF LEVEL 3/8" MIN SLOPE 30" MIN ABOVE ADJACENT ROOF OR PLATFORM UNIT ROOF LEVEL 3/8" MIN SLOPE CURB LEVEL 9" MIN ABOVE THE ROOF 4' ABOVE FULL DIA. TRASH CHUTE VENT MIN.9"10 AD6.11 3-HOUR RATED FIRE WALL TO EXTEND MININIMUM 30" ABOVE ROOF ROOF SLOPED SOLID SHAPED SUBSTRATE GALVANIZED COPING, TYPICAL CONTINUE ROOFING MEMBRANE UP WALL 1 AD2.31 MECHANICAL EXHAUST SEE MECHANICAL DRAWINGS. TPO CLAD GSM CAP 16 AD6.1130" MIN. 1 1/2" = 1'-0"3 ROOF STEP OFFSET N.T.S.4 ROOF CRICKETS 3" = 1'-0"6 PARAPET AT EXTERIOR PLASTER 3" = 1'-0"7 FLASHING AT WALL N.T.S.5 ROOF TRANSITION FLASHING (ISOMETRIC) N.T.S.10 COPING DETAILS 1 1/2" = 1'-0"20ROOF DRAIN AND OVERFLOW N.T.S.8 SADDLE FLASHING 1 1/2" = 1'-0"16TRASH CHUTE TERMINATION A R C H I T E C T S THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATE ISSUED AS SCALE JOB NUMBER LOS ANGELES | IRVINE | OAKLAND As indicated1766 EL CAMINO REALCARMEL PARTNERSAD6.11ROOF DETAILS - SINGLE-PLYROOFINGBURLINGAME, CA2021-038-00 FOR CONSTRUCTION 11-27-2023 N.T.S.1 SINGLE-PLY ROOF MEMBRANE - FULLY-ADHERED SYSTEM N.T.S.2 CRICKET DETAIL WITH TAPERED INSULATION 1" = 1'-0"21TRASH CHUTE TERMINATION 1 3" = 1'-0"22PARAPET AT HPL PANELS 2 REVISIONDESCRIPTIONDATE1 PLANCHECK #1 RESPONSE02.28.232 PLANCHECK #2 RESPONSE06.30.234 ASI #1 FOR CONSTRUCTION11.27.237 ASI 07 - RFI 1-35706.07.249 ASI 0907.05.24 1 1/2" = 1'-0"25TRASH CHUTE TERMINATION 7 RFI 239 RFI 239 RFI 101 [ 1 ] EXTERIOR CEMENT PLASTER MP 53227 Sonora Gold Metallic SCALE 6 2% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 8 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 PL Placement Project ID Large qty: 1 PL 48"CTV48"18" 24" 40"18"40"18"40" GFI 18"24"24"24"30"J 60"J24"J K-4460-CSIFTONC_TOILETSVITREOUS CHINARANGE/HOOD SINKWARMINGDRAWERREF.BELOW TVMETALKITCHEN SINK FAUCETSPURISTK-7505FU1029623105A1STIRRUPSLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPE SLOPE SLOPESLOPESLOPE SLOPE SLOPESLOPESLOPE SLOPE SLOPESLOPESLOPE SLOPE SLOPESLOPESLOPESLOPESLOPESLOPESLOPE SLOPESLOPE SLOPESLOPE SLOPE SLOPESLOPESLOPESLOPESLOPE V V 4A 4A 111188 P P2A 2A1212 55 22 3A 3A 2A2.13 1 A2.142A2.143 A2.14 4A2.144A5.18 1 A2.13 1 A2.10CANOPY3'-10"40'-0" 2 A3.10 TRASH CHUTE GSM CAPPED PLATFORM -S.M.D. BACK OF PARAPET SUPPORT -S.S.D. CORRIDOR FRESH AIR SHAFT -S.M.D.CORRIDOR FRESH AIR SHAFT -S.M.D. CANOPY PROJECTION ABV. AMENITY ROOF DECK BELOW 48"x48" ROOF ACCESS HATCH W/ 42" HIGH ROOF MOUNTED MTL. SAFETY BARRIER GUARDRAIL BACK OF PARAPET SUPPORT -S.S.D.SEGMENT A2REFER TO 1/A1.90A2SEGMENT BREFER TO 1/A1.90B SEGMENT A2REFER TO 1/A1.90A21 A3.11 6AD6.11 TYP 17 AD6.12 25AD6.11 1 AD6.13 SIM.1X_AD6.11CRIDGE RIDGE RIDGERIDGE RIDGERIDGERIDGE6'-4"6'-4"49'-6 1/2"13'-10"16'-10"6'-4"8 3/4"6'-4"55'-10 1/2"11'-1"20'-10"16'-10"13'-6 3/8"16'-8"7"32'-10"6'-4" 4 ADDED DIM. 23AD6.14 SIM.12'-1"16'-10"7RFI 239 A1 SEG A1SEG B SEG A2SEG A2 CALIFORNIA D R TROUSDALE DREL CAMINO REAL BLDG. 'B'BLDG. 'A'A2 B A R C H I T E C T S THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATE ISSUED AS SCALE JOB NUMBER LOS ANGELES | IRVINE | OAKLAND As indicated1766 EL CAMINO REALCARMEL PARTNERSA1.90A1BUILDING PLAN - ROOF - SEGMENTA1BURLINGAME, CA2021-038-00 FOR CONSTRUCTION 11-27-2023 1/8" = 1'-0"1ROOF - SEGMENT PLAN - SEGMENT A1 1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.REFER TO ENLARGED PLANS FOR INFORMATION NOT SHOWN.MAJOR ROOF SLOPES ARE 3/8” PER FOOT TO PROVIDE MINIMUM 1/4” PER FOOT SLOPE ALONG DRAINAGE FLOW LINES.ROOF SPOT ELEVATIONS ARE TO TOP OF ROOF SHEATHING, UNLESS NOTED OTHERWISE.ROOF ELEVATION DATUM SET AT 0.00’ AT 4TH FLOOR TOP PLATE.REFER TO STRUCTURAL DRAWINGS FOR:A. SIZE AND LOCATION OF FRAMING AND SHEATHING.B. SPECIAL NAILING AND BLOCKING REQUIREMENTS.ROOFING TO BE MINIMUM CLASS “A” 1-HOUR FIRE-RATED ASSEMBLY.CONFIRM WITH ROOFING MANUFACTURER IF ROOF BOARD IS REQUIRED UNDER THE ROOFING SYSTEM.CONFIRM ALL ROOFING SYSTEM REQUIREMENTS WITH MANUFACTURER PRIOR TO FRAMING.ROOF SYSTEM SHALL COMPLY WITH CALIFORNIA BUILDING CODE SECTION 1203.ROOF DETAILS ARE BASED ON A NON-VENTED ROOF ASSEMBLY.SUFFICIENT SHEET INSULATION MAY BE REQUIRED TO MAINTAIN THE MONTHLY AVERAGE TEMPERATURE OF UNDERSIDE OF STRUCTURAL ROOF SHEATHING ABOVE 45 DEGREES FAHRENHEIT.WATER-RESISTANT INSULATION IS REQUIRED IF THE ROOF INSULATION IS EXPOSED TO WEATHER.POWER TOOLS USED TO CUT THE REQUIRED OPENINGS IN THE ROOF SHEATHING SHALL BE CAREFULLY SET TO THE APPROPRIATE DEPTH TO AVOID CUTTING INTO ANY STRUCTURAL MEMBERS OF THE ROOF ASSEMBLY.PRIME ALL GALVANIZED SURFACE AREAS THAT ARE TO BE PAINTED. ALL EXPOSED ROOF FLASHING AND PLUMBING VENTS SHALL BE PAINTED TO MATCH ADJACENT SURFACE.PROVIDE SPLASH BLOCK AT ALL DOWNSPOUT LOCATIONS. PROVIDE SPLASH BLOCK OR GRAVE BED WITHIN LANDSCAPE AREAS, REFER TO LANDSCAPE DRAWINGS.PER CALIFORNIA PLUMBING CODE, ROOF VENTS SHALL NOT BE PLACED WITHIN 10’-0” FROM, OR LESS THAN 3’-0” ABOVE, AIR INTAKES OR VENT SHAFTS.GUARDS SHALL BE PROVIDED WHERE MECHANICAL EQUIPMENT IS LOCATED WITHIN 10’-0” FROM THE ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE, AND SUCH EDGE OR OPEN SIDE IS MORE THAN 30” ABOVE ROOF, FLOOR, OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED TO PREVENT THE PASSAGE OF A 21” DIAMETER SPHERE.FACADE ACCESS PLAN (OPOS) SHALL BE PROVIDED BY OWNER TO COMPLY WITH OSHA REGULATIONS. THE OWNER SHALL COORDINATE AND NOTIFY THE PROJECT TEAM IF FACADE ACCESS REQUIREMENTS NEED TO BE SHOWN IN THESE CONSTRUCTION DOCUMENTS.ANY CONTRACTOR INSTALLING FUTURE EQUIPMENT ON ROOF, INCLUDING SOLAR PANELS, RETAIL EQUIPMENT, SATELLITE DISH, ETC. SHALL RETAIN STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ACOUSTICAL, AND WATERPROOFING CONSULTANT SERVICES AND OBTAIN APPROVAL FROM BUILDING OWNER AND LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION.CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.ROOF PLAN NOTES BUILDING SEGMENT PLANS REVISIONDESCRIPTIONDATE4 ASI #1 FOR CONSTRUCTION11.27.237 ASI 07 - RFI 1-35706.07.24align66"20" 20" [ 1 ] EXTERIOR CEMENT PLASTER 83'-6" to ground74"SCALE 1:40 SCALE 1/8" = 1'-0"sign band 66"sign band 385"66'-3/4"Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 9 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 PL Blocking Project ID Large qty: 1 12" 10" 22" 22"204" 2×6 blocking shown 52 5" SCALE 85% × (1:20) ≈ 1:23 53 = 4 25% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 1766 EL CA MI N O R E AL BURLI N G A M E, C A Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 11 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 PS Project ID Small qty: 2 PS2PS1 A 4" deep fabricated metal lettering face and returns painted MP 53227 Sonora Gold Metallic internal halo-lit LED illumination 2700K “Soft White” color temperature lighting to be dimmable Lexan backs stud mounted to building face with 1 5" standoffs holes sealed with silicone adhesive 1 power pulled by others 176"23"17 58" AREA 176" × 23" = 28 11 sq ft A1 4"1 5"1 11" stroke ROOF SHEATHINGCONTINUOUSBLOCKINGSINGLE-PLY ROOFING SYSTEMSEE PLANSROOF CRICKETINGSINGLE-PLY ROOFING SYSTEM FASTENERS PER MANUFACTURER4 1. 2. NOTES: SOLID BLOCK ALL JOINTS, TYPICAL. VALLEYS ARE TO SLOPE NO LESS THAN 1/4" PER FOOT. SINGLE-PLY ROOFING SYSTEM TAPERED PERLITE EDGE STRIP TO CREATE SMOOTH FLUSH TRANSITION (6" MINIMUM WIDTH) ROOF SHEATHING ROOF SHEATHING PLYWOOD SHEATHING, REFER TO PLANS FOR WALL TYPE EXTERIOR PLASTER SYSTEM PLASTER STOP SET IN SEALANT O/ BUILDING PAPER METAL COPING WITH WATERTIGHT JOINT, SEE DETAIL SINGLE-PLY MEMBRANE, WRAP OVER PARAPET SINGLE-PLY ROOFING SYSTEM 10/ AD6.11 SHAPED 3x TOP PLATE TOP OF WALL 4 CLOSE CELL SPRAY UERETHANE FOAM EXTERIOR PLASTER SYSTEM OVER AIR AND WATER BARRIERPLYWOOD SHEATHING24 GAUGE GALVANIZED METAL COUNTER FLASHING WITH FASTENERS AT 6" ON-CENTER - PROVIDE CORNER PIECES TO BE ONE-PIECE (PRE-MANUFACTURED, MECHANICALLY FASTENED AND SOLDERED WATER TIGHT)WIND CLIPS AT 6" ON-CENTERSINGLE-PLY ROOFING SYSTEMCONTINUOUS BLOCKINGSELF-ADHERING FLASHING12" MINIMUMFASTENERS PER MANUFACTURER - NOT SHOWNSINGLE-PLY ROOFING COMPATIBLE SELF-ADHERING FLASHING4 9 FLASHING VIEW EXTERIOR PLASTER SYSTEM SINGLE-PLY ROOFING SYSTEM NOTE: LAP ALL FLASHING AND WATER-RESISTIVE BARRIER IN SHINGLE FASHION. RETURN 6" MINIMUM AT CORNERS 26 GAUGE GALVANIZED SHEET METAL TRANSITION FLASHING SLEEVE WITH SOLDERED SEAMS METAL COPING FLASHING AT PARAPET WALL SEE DETAIL SLOPE TO CONFORM TO COPING WEEP SCREED OVER SADDLE FLASHING - END PIECE NOT SHOWN FOR CLARITY PURPOSES EXTEND ROOFING UNDER SHEET METAL FLASHING SEE DETAIL FOR SIMILAR CONDITION8/ AD6.11 10/ AD6.11 6" 12" 6" 6" VE R I F Y 6"3"12" INSIDE CORNER COPING/EDGE METAL PREFABRICATED/PREFINISHED GALVANIZED COPING/EDGE METAL WITH FULLY SOLDERED SEAMS 12"12"IN-LINE FLASHING JOINT12"12"OUTSIDE CORNER COPING/EDGE METAL NOTE: BUTT JOINTS OVER 12" WIDE SPLICE PLATE WITH 3-BEADS OF SEALANT AT EACH SIDE OF JOINT (CENTERED) WITH 3/8" EXPANSION JOINT (AS PER NRCA STANDARDS), PROVIDE CONTINUOUS CONCEALED CLEAT ALONG VISIBLE FACES. NO PENETRATIONS ALLOWED THROUGH TOP OF COPING. 4" 20 GAUGE GALVANIZED SHEET METAL CONTINUOUS CLEAT HEMMED EDGE SHEET METAL COPING AND EDGE METAL NOTES (U.N.O): 1. ALL COPING AND EDGE METAL ARE TO BE PREPAINTED 24 GAUGE GALVANIZED / BONDERIZED SHEET METAL, SOLDER ALL SEAMS. 2. EXPOSED FASTENERS - GALVANIZED SCREWS WITH SELF-SEALING WASHERS AT 16" ON-CENTER 3. NAILING IS NOT PERMITTED THROUGH HORIZONTAL SURFACES. 4. PROVIDE CONTINUOUS CLEAT ALONG VISIBLE SIDE. PARAPETS: LENGTH OF FASTENERS IS TO BE INCREASED WHERE ROOFING IS TO BE INSTALLED OVER EXTERIOR-GRADE GYPSUM SHEATHING (ADD 5/8" AT 1-LAYER AND 1 1/4" AT 2-LAYERS) OVER THE PLYWOOD SUBSTRATE OF PARAPET WALLS. SCREWS AT 16" ON-CENTER WITH NEOPRENE WASHERS SHAPED 3x TOP PLATE FIELD VERIFY WIDTH 4" HEIGHT1" H.1" H.3 1/2" HEIGHTOVERFLOW DRAIN ROOF DRAIN VERIFY1'-4" TYPICAL 1'-0"1'-0"4'-0"2'-0"ROOF DRAIN AND OVERFLOW SEE PLUMBING PLANS FOR SIZE SEAL PIPES WITH FIRE SEALANT ALL AROUND PENETRATION COLLAR 2" OVERFLOWPLYWOOD SHEATHING RIGID INSULATION, PROVIDE MINIMUM DEPTH PER T-24 -TYP. SINGLE-PLY ROOFING OVER COVER BOARD, EXTEND ROOF MEMBRANE INTO DRAIN BOWL AND BED UNDERSIDE OF MEMBRANE IN SEALANT AGAINST DRAIN BOWL - SECURE WITH CLAMPING RING AT ROOF DRAIN AND OVERFLOW COMBINATION ROOF DRAIN AND OVERFLOW SYSTEM INSTALL SPRAY FOAM UNDER SUMPS, AROUND DRAIN AND OVERFLOW TO PREVENT CONDENSATION ℄℄ ℄ 4 4 STUCCOROOFINGGALVANIZED SHEET METAL TRANSITION PIECE - INSTALLOVER SINGLE-PLY MEMBRANE DETAIL INTERFACES WITH DETAIL 12"PROVIDE BLOCKING BEHIND SADDLE FLASHINGWHERE TRANSITIONOCCURS AT WALL OR PARAPET6"6"COPING TO WALL TRANSITION 5/ AD6.11 PLYWOOD SHEATHINGSINGLE-PLY ROOFING SYSTEM, INSTALL PER MANUFACTURER'S RECOMMENDATIONSROOF CRICKET - REFER TO ROOF PLANSHIGH TEMPERATURE SINGLE-PLY ROOFING COMPATIBLE SELF-ADHERING FLASHINGTRASH CHUTEMINIMUM, PER PLANS30" DIAMETER CHUTE COUNTER FLASHINGGALVANIZED VENT RISER WITH EXPLOSION CAPNOTE: PROVIDE FIRE SPRINKLER AT TOP OF CHUTE PER CODE AND FIRE NOTES.14" MINIMUMSCREWS WITH NEOPRENE WASHER SPACED AT 6" ON CENTER ALL SIDESFULL DIAMETER VENT THROUGH ROOF PER NFPA-82 ITEM 6.2.2.448" MINIMUMFIRE RATED SEALANT ALL AROUND8" MIN.FASTENERS PER MANUFACTURER4 FULLY-ADHERED CLASS 'A' MINIMUM SINGLE-PLY TPO ROOFING MEMBRANE (WHITE)ADHESIVE1/2" COVER BOARD, OFFSET JOINTS IN BOTH DIRECTIONSTAPERED RIGID FOAM INSULATION APPROVED SUBSTRATE, SOLID BLOCK ALL JOINTS IN CRICKETS AND ROOF DECKROOF SYSTEMFULLY-ADHERED SINGLE-PLY TPO ROOFING, PREFABRICATED FLASHINGS AND OTHER ITEMS TO COMPRISE A COMPLETE ROOFING SYSTEM. PROVIDE 60 MIL MEMBRANE (WHITE) FOR 20-YEAR WARRANTY.VAPOR BARRIER 4ADDVAPORBARRIER2x BLOCKINGRIDGESLOPE PER PLANS 1/4":12" MINIMUM AT VALLEYS STRUCTURAL SHEATHINGRIGID TAPERED INSULATIONSINGLE-PLY ROOFING SYSTEM COVER BOARDROOF FRAMING1AD2.31SOUNDCOAT TYPE GP-1 DAMPING COMPOUND COATING OR APPROVED EQUAL. APPLIED EXTERNALLY ACCORDING TO MANUFACTURER'S DIRECTION AND AT LEAST 1 TIMES THE METAL THICKNESS2-HOUR FIRE RATED TRASH CHUTE WALLSFLOOR FRAMINGEQEQVIBRATION ISOLATORS AT EACH FLOOR SLAB, MASON INDUSTRIES TYPE BR NEOPRENE MOUNTS, OR APPROVED EQUALTRASH CHUTE PER SPECIFICATIONS2-HOUR FIRE RATED TRASH CHUTE WALLSPODIUM STRUCTURAL SLAB. SEE SLAB PLANS FOR OPENING LOCATIONS AND DIMENSIONS FIRE-RATED FOAM TO SEAL GAP- PER MANUFACTURER METAL COLLAR - PER MANUFACTURER FLOOR SUPPORT ON VIBRATION ISOLATORS - PER MANUFACTURERT.O. SLAB EQEQ 1/4" SEALANT AT ALL JOINTS - AIR TIGHT PER MFR. NOTES:1. NO CONTACT BETWEEN TRASH CHUTE ACCESS OPENING AND WALL. CLOSE OFF GAP WITH POLYURETHANE AND CAULKING.2. NO SOLID CONTACT IS PERMITTED BETWEEN CHUTE AND STRUCTURE WALL, ETC. 3. THERE SHOULD NOT BE ANY ANGLED OFFSETS OR BENDS IN THE CHUTES - STRAIGHT (VERTICAL) DISCHARGE IS PREFERRED.4. PROVIDE RECESSED SPRINKLER HEAD COMPLETELY OUT OF TRASH PASSAGEWAY.5. USE DOOR HOPPER RETARDER TO PREVENT DOOR IMPACTS.6. CAULK ALL JOINTS AROUND SHAFT ENCLOSURE AIRTIGHT.CL METAL COPING TO MATCH HPL PANELS COLOR42" MIN ABOVE THE ADJACENT ROOF CRICKET TPO ROOFING WHERE OCCURS, REFER TO PLANS AND DETAIL , SIM. WEEP HOLES 2% SLOPE HPL PANEL SYSTEM, REFER TO CEMENT PLASTER WALL ASSEMBLY PER PLANS 6/ AD6.11 4 1/ AD4.81 9AIR AND WATER BARRIER WITH BRT-9801 BUTYL FLASHING TAPE (NOT SHOWN) BEHIND OPEN JOINTS FOR UV PROTECTION UNIT ROOF LEVEL 3/8" MIN SLOPE 30" MIN ABOVE ADJACENT ROOF OR PLATFORM UNIT ROOF LEVEL 3/8" MIN SLOPE CURB LEVEL 9" MIN ABOVE THE ROOF 4' ABOVE FULL DIA. TRASH CHUTE VENT MIN.9"10 AD6.11 3-HOUR RATED FIRE WALL TO EXTEND MININIMUM 30" ABOVE ROOF ROOF SLOPED SOLID SHAPED SUBSTRATE GALVANIZED COPING, TYPICAL CONTINUE ROOFING MEMBRANE UP WALL 1 AD2.31 MECHANICAL EXHAUST SEE MECHANICAL DRAWINGS. TPO CLAD GSM CAP 16 AD6.1130" MIN. 1 1/2" = 1'-0"3 ROOF STEP OFFSET N.T.S.4 ROOF CRICKETS 3" = 1'-0"6 PARAPET AT EXTERIOR PLASTER 3" = 1'-0"7 FLASHING AT WALL N.T.S.5 ROOF TRANSITION FLASHING (ISOMETRIC) N.T.S.10 COPING DETAILS 1 1/2" = 1'-0"20ROOF DRAIN AND OVERFLOW N.T.S.8 SADDLE FLASHING 1 1/2" = 1'-0"16TRASH CHUTE TERMINATION A R C H I T E C T S THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATE ISSUED AS SCALE JOB NUMBER LOS ANGELES | IRVINE | OAKLAND As indicated1766 EL CAMINO REALCARMEL PARTNERSAD6.11ROOF DETAILS - SINGLE-PLYROOFINGBURLINGAME, CA2021-038-00 FOR CONSTRUCTION 11-27-2023 N.T.S.1 SINGLE-PLY ROOF MEMBRANE - FULLY-ADHERED SYSTEM N.T.S.2 CRICKET DETAIL WITH TAPERED INSULATION 1" = 1'-0"21TRASH CHUTE TERMINATION 1 3" = 1'-0"22PARAPET AT HPL PANELS 2 REVISIONDESCRIPTIONDATE1 PLANCHECK #1 RESPONSE02.28.232 PLANCHECK #2 RESPONSE06.30.234 ASI #1 FOR CONSTRUCTION11.27.237 ASI 07 - RFI 1-35706.07.249 ASI 0907.05.24 1 1/2" = 1'-0"25TRASH CHUTE TERMINATION 7 RFI 239 RFI 239 RFI 101 ROOF SHEATHING CONTINUOUS BLOCKING SINGLE-PLY ROOFING SYSTEM SEE PLANSROOF CRICKETING SINGLE-PLY ROOFING SYSTEM FASTENERS PER MANUFACTURER 4 1. 2. NOTES: SOLID BLOCK ALL JOINTS, TYPICAL. VALLEYS ARE TO SLOPE NO LESS THAN 1/4" PER FOOT. SINGLE-PLY ROOFING SYSTEM TAPERED PERLITE EDGE STRIP TO CREATE SMOOTH FLUSH TRANSITION (6" MINIMUM WIDTH) ROOF SHEATHING ROOF SHEATHING PLYWOOD SHEATHING, REFER TO PLANS FOR WALL TYPE EXTERIOR PLASTER SYSTEM PLASTER STOP SET IN SEALANT O/ BUILDING PAPER METAL COPING WITH WATERTIGHT JOINT, SEE DETAIL SINGLE-PLY MEMBRANE, WRAP OVER PARAPET SINGLE-PLY ROOFING SYSTEM 10/ AD6.11 SHAPED 3x TOP PLATE TOP OF WALL 4 CLOSE CELL SPRAY UERETHANE FOAM EXTERIOR PLASTER SYSTEM OVER AIR AND WATER BARRIER PLYWOOD SHEATHING 24 GAUGE GALVANIZED METAL COUNTER FLASHING WITH FASTENERS AT 6" ON-CENTER - PROVIDE CORNER PIECES TO BE ONE-PIECE (PRE-MANUFACTURED, MECHANICALLY FASTENED AND SOLDERED WATER TIGHT) WIND CLIPS AT 6" ON-CENTER SINGLE-PLY ROOFING SYSTEM CONTINUOUS BLOCKING SELF-ADHERING FLASHING 12" MINIMUMFASTENERS PER MANUFACTURER - NOT SHOWN SINGLE-PLY ROOFING COMPATIBLE SELF-ADHERING FLASHING 4 9 FLASHING VIEW EXTERIOR PLASTER SYSTEM SINGLE-PLY ROOFING SYSTEM NOTE: LAP ALL FLASHING AND WATER-RESISTIVE BARRIER IN SHINGLE FASHION. RETURN 6" MINIMUM AT CORNERS 26 GAUGE GALVANIZED SHEET METAL TRANSITION FLASHING SLEEVE WITH SOLDERED SEAMS METAL COPING FLASHING AT PARAPET WALL SEE DETAIL SLOPE TO CONFORM TO COPING WEEP SCREED OVER SADDLE FLASHING - END PIECE NOT SHOWN FOR CLARITY PURPOSES EXTEND ROOFING UNDER SHEET METAL FLASHING SEE DETAIL FOR SIMILAR CONDITION8/ AD6.11 10/ AD6.11 6" 12" 6" 6" VE R I F Y 6"3"12" INSIDE CORNER COPING/EDGE METAL PREFABRICATED/PREFINISHED GALVANIZED COPING/EDGE METAL WITH FULLY SOLDERED SEAMS 12"12"IN-LINE FLASHING JOINT 12"12"OUTSIDE CORNER COPING/EDGE METAL NOTE: BUTT JOINTS OVER 12" WIDE SPLICE PLATE WITH 3-BEADS OF SEALANT AT EACH SIDE OF JOINT (CENTERED) WITH 3/8" EXPANSION JOINT (AS PER NRCA STANDARDS), PROVIDE CONTINUOUS CONCEALED CLEAT ALONG VISIBLE FACES. NO PENETRATIONS ALLOWED THROUGH TOP OF COPING. 4" 20 GAUGE GALVANIZED SHEET METAL CONTINUOUS CLEAT HEMMED EDGE SHEET METAL COPING AND EDGE METAL NOTES (U.N.O): 1. ALL COPING AND EDGE METAL ARE TO BE PREPAINTED 24 GAUGE GALVANIZED / BONDERIZED SHEET METAL, SOLDER ALL SEAMS. 2. EXPOSED FASTENERS - GALVANIZED SCREWS WITH SELF-SEALING WASHERS AT 16" ON-CENTER 3. NAILING IS NOT PERMITTED THROUGH HORIZONTAL SURFACES. 4. PROVIDE CONTINUOUS CLEAT ALONG VISIBLE SIDE. PARAPETS: LENGTH OF FASTENERS IS TO BE INCREASED WHERE ROOFING IS TO BE INSTALLED OVER EXTERIOR-GRADE GYPSUM SHEATHING (ADD 5/8" AT 1-LAYER AND 1 1/4" AT 2-LAYERS) OVER THE PLYWOOD SUBSTRATE OF PARAPET WALLS. SCREWS AT 16" ON-CENTER WITH NEOPRENE WASHERS SHAPED 3x TOP PLATE FIELD VERIFY WIDTH 4" HEIGHT1" H.1" H.3 1/2" HEIGHTOVERFLOW DRAIN ROOF DRAIN VERIFY 1'-4" TYPICAL 1'-0"1'-0"4'-0"2'-0"ROOF DRAIN AND OVERFLOW SEE PLUMBING PLANS FOR SIZE SEAL PIPES WITH FIRE SEALANT ALL AROUND PENETRATION COLLAR 2" OVERFLOWPLYWOOD SHEATHING RIGID INSULATION, PROVIDE MINIMUM DEPTH PER T-24 -TYP. SINGLE-PLY ROOFING OVER COVER BOARD, EXTEND ROOF MEMBRANE INTO DRAIN BOWL AND BED UNDERSIDE OF MEMBRANE IN SEALANT AGAINST DRAIN BOWL - SECURE WITH CLAMPING RING AT ROOF DRAIN AND OVERFLOW COMBINATION ROOF DRAIN AND OVERFLOW SYSTEM INSTALL SPRAY FOAM UNDER SUMPS, AROUND DRAIN AND OVERFLOW TO PREVENT CONDENSATION ℄℄ ℄ 4 4 STUCCOROOFINGGALVANIZED SHEET METAL TRANSITION PIECE - INSTALL OVER SINGLE-PLY MEMBRANE DETAIL INTERFACES WITH DETAIL 12" PROVIDE BLOCKING BEHIND SADDLE FLASHINGWHERE TRANSITIONOCCURS AT WALL OR PARAPET6"6"COPING TO WALL TRANSITION 5/ AD6.11 PLYWOOD SHEATHING SINGLE-PLY ROOFING SYSTEM, INSTALL PER MANUFACTURER'S RECOMMENDATIONS ROOF CRICKET - REFER TO ROOF PLANS HIGH TEMPERATURE SINGLE-PLY ROOFING COMPATIBLE SELF-ADHERING FLASHING TRASH CHUTE MINIMUM, PER PLANS 30" DIAMETER CHUTE COUNTER FLASHING GALVANIZED VENT RISER WITH EXPLOSION CAP NOTE: PROVIDE FIRE SPRINKLER AT TOP OF CHUTE PER CODE AND FIRE NOTES.14" MINIMUMSCREWS WITH NEOPRENE WASHER SPACED AT 6" ON CENTER ALL SIDES FULL DIAMETER VENT THROUGH ROOF PER NFPA-82 ITEM 6.2.2.4 48" MINIMUMFIRE RATED SEALANT ALL AROUND8" MIN.FASTENERS PER MANUFACTURER 4 FULLY-ADHERED CLASS 'A' MINIMUM SINGLE-PLY TPO ROOFING MEMBRANE (WHITE) ADHESIVE 1/2" COVER BOARD, OFFSET JOINTS IN BOTH DIRECTIONS TAPERED RIGID FOAM INSULATION APPROVED SUBSTRATE, SOLID BLOCK ALL JOINTS IN CRICKETS AND ROOF DECK ROOF SYSTEM FULLY-ADHERED SINGLE-PLY TPO ROOFING, PREFABRICATED FLASHINGS AND OTHER ITEMS TO COMPRISE A COMPLETE ROOFING SYSTEM. PROVIDE 60 MIL MEMBRANE (WHITE) FOR 20-YEAR WARRANTY. VAPOR BARRIER 4 ADDVAPOR BARRIER 2x BLOCKING RIDGE SLOPE PER PLANS 1/4":12" MINIMUM AT VALLEYS STRUCTURAL SHEATHING RIGID TAPERED INSULATION SINGLE-PLY ROOFING SYSTEM COVER BOARD ROOF FRAMING 1 AD2.31 SOUNDCOAT TYPE GP-1 DAMPING COMPOUND COATING OR APPROVED EQUAL. APPLIED EXTERNALLY ACCORDING TO MANUFACTURER'S DIRECTION AND AT LEAST 1 TIMES THE METAL THICKNESS 2-HOUR FIRE RATED TRASH CHUTE WALLS FLOOR FRAMING EQ EQ VIBRATION ISOLATORS AT EACH FLOOR SLAB, MASON INDUSTRIES TYPE BR NEOPRENE MOUNTS, OR APPROVED EQUAL TRASH CHUTE PER SPECIFICATIONS 2-HOUR FIRE RATED TRASH CHUTE WALLS PODIUM STRUCTURAL SLAB. SEE SLAB PLANS FOR OPENING LOCATIONS AND DIMENSIONS FIRE-RATED FOAM TO SEAL GAP- PER MANUFACTURER METAL COLLAR - PER MANUFACTURER FLOOR SUPPORT ON VIBRATION ISOLATORS - PER MANUFACTURER T.O. SLAB EQ EQ 1/4" SEALANT AT ALL JOINTS - AIR TIGHT PER MFR. NOTES: 1. NO CONTACT BETWEEN TRASH CHUTE ACCESS OPENING AND WALL. CLOSE OFF GAP WITH POLYURETHANE AND CAULKING. 2. NO SOLID CONTACT IS PERMITTED BETWEEN CHUTE AND STRUCTURE WALL, ETC. 3. THERE SHOULD NOT BE ANY ANGLED OFFSETS OR BENDS IN THE CHUTES - STRAIGHT (VERTICAL) DISCHARGE IS PREFERRED. 4. PROVIDE RECESSED SPRINKLER HEAD COMPLETELY OUT OF TRASH PASSAGEWAY. 5. USE DOOR HOPPER RETARDER TO PREVENT DOOR IMPACTS. 6. CAULK ALL JOINTS AROUND SHAFT ENCLOSURE AIRTIGHT. CL METAL COPING TO MATCH HPL PANELS COLOR 42" MIN ABOVE THE ADJACENT ROOF CRICKET TPO ROOFING WHERE OCCURS, REFER TO PLANS AND DETAIL , SIM. WEEP HOLES 2% SLOPE HPL PANEL SYSTEM, REFER TO CEMENT PLASTER WALL ASSEMBLY PER PLANS 6/ AD6.11 4 1/ AD4.81 9 AIR AND WATER BARRIER WITH BRT-9801 BUTYL FLASHING TAPE (NOT SHOWN) BEHIND OPEN JOINTS FOR UV PROTECTION UNIT ROOF LEVEL 3/8" MIN SLOPE 30" MIN ABOVE ADJACENT ROOF OR PLATFORM UNIT ROOF LEVEL 3/8" MIN SLOPE CURB LEVEL 9" MIN ABOVE THE ROOF 4' ABOVE FULL DIA. TRASH CHUTE VENT MIN.9"10 AD6.11 3-HOUR RATED FIRE WALL TO EXTEND MININIMUM 30" ABOVE ROOF ROOF SLOPED SOLID SHAPED SUBSTRATE GALVANIZED COPING, TYPICAL CONTINUE ROOFING MEMBRANE UP WALL 1 AD2.31 MECHANICAL EXHAUST SEE MECHANICAL DRAWINGS. TPO CLAD GSM CAP 16 AD6.1130" MIN. 1 1/2" = 1'-0"3 ROOF STEP OFFSET N.T.S.4 ROOF CRICKETS 3" = 1'-0"6 PARAPET AT EXTERIOR PLASTER 3" = 1'-0"7 FLASHING AT WALL N.T.S.5 ROOF TRANSITION FLASHING (ISOMETRIC) N.T.S.10 COPING DETAILS 1 1/2" = 1'-0"20 ROOF DRAIN AND OVERFLOW N.T.S.8 SADDLE FLASHING 1 1/2" = 1'-0"16 TRASH CHUTE TERMINATION A R C H I T E C T S THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATE ISSUED AS SCALE JOB NUMBER LOS ANGELES | IRVINE | OAKLAND As indicated1766 EL CAMINO REALCARMEL PARTNERSAD6.11ROOF DETAILS - SINGLE-PLYROOFINGBURLINGAME, CA2021-038-00 FOR CONSTRUCTION 11-27-2023 N.T.S.1 SINGLE-PLY ROOF MEMBRANE - FULLY-ADHERED SYSTEM N.T.S.2 CRICKET DETAIL WITH TAPERED INSULATION 1" = 1'-0"21 TRASH CHUTE TERMINATION 1 3" = 1'-0"22 PARAPET AT HPL PANELS 2 REVISIONDESCRIPTIONDATE1 PLANCHECK #1 RESPONSE02.28.232 PLANCHECK #2 RESPONSE06.30.234 ASI #1 FOR CONSTRUCTION11.27.237 ASI 07 - RFI 1-35706.07.249 ASI 0907.05.24 1 1/2" = 1'-0"25 TRASH CHUTE TERMINATION 7 RFI 239 RFI 239 RFI 101 [ 4 ] HPL WOOD PANELS O/ RAIN SCREEN SYSTEM [ 1 ] EXTERIOR CEMENT PLASTERPS2PS1 HPL panel 2 layers waterproofing (no stucco) 2×6 wood framing 2 layers waterproofing 7/8" stucco 2×6 wood framing MP 53227 Sonora Gold Metallic SCALE 6 2% (PS1) SIGN BAND 282" × 181" = 354 5 sq ft (PS1) area = 8% of sign band (PS1) height = 13% of sign band height (PS2) SIGN BAND 589" × 60" = 245 4 sq ft (PS2) area = 11% of sign band (PS2) height = 38% of sign band height Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 12 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 PS Placement Project ID Small qty: 2 1 -" / 3& 7 *&THESE PLANS/DOCUMENTS HAVE BEENREVIEWED FOR COMPLIANCE WITH THEAPPLICABLE CALIFORNIA BUILDING STANDARDSCODES AS ADOPTED BY THE STATE OFCALIFORNIA AND AMENDED BY THEJURISDICTION. PLAN REVIEW ACCEPTANCE OFDOCUMENTS DOES NOT AUTHORIZECONSTRUCTION TO PROCEED IN VIOLATION OFANY FEDERAL, STATE, NOR LOCAL REGULATION.BY: _________________ DATE: ________________True North Compliance Services, Inc.THIS SET OF THE PLANS AND SPECIFICATIONSMUST BE KEPT ON THE JOB SITE AT ALL TIMESAND IT IS UNLAWFUL TO MAKE ANY CHANGES ORALTERATIONS WITHOUT PERMISSION FROM THECITY. OCCUPANCY OF STRUCTURE(S) IS NOTPERMITTED UNTIL FINAL APPROVAL IS GRANTEDBY ALL APPLICABLE DEPARTMENTS.Areli Sanchez10/04/2023APPROVEDCITY OF BURLINGAMEREVIEWED BY:DATE: 10/04/2023 4:51:34 PM1 -" / 3& 7 *&THESE PLANS/DOCUMENTS HAVE BEENREVIEWED FOR COMPLIANCE WITH THEAPPLICABLE CALIFORNIA BUILDING STANDARDSCODES AS ADOPTED BY THE STATE OFCALIFORNIA AND AMENDED BY THEJURISDICTION. PLAN REVIEW ACCEPTANCE OFDOCUMENTS DOES NOT AUTHORIZECONSTRUCTION TO PROCEED IN VIOLATION OFANY FEDERAL, STATE, NOR LOCAL REGULATION.BY: _________________ DATE: ________________True North Compliance Services, Inc.THIS SET OF THE PLANS AND SPECIFICATIONSMUST BE KEPT ON THE JOB SITE AT ALL TIMESAND IT IS UNLAWFUL TO MAKE ANY CHANGES ORALTERATIONS WITHOUT PERMISSION FROM THECITY. OCCUPANCY OF STRUCTURE(S) IS NOTPERMITTED UNTIL FINAL APPROVAL IS GRANTEDBY ALL APPLICABLE DEPARTMENTS.Areli Sanchez10/04/2023APPROVEDCITY OF BURLINGAMEREVIEWED BY:DATE: 10/04/2023 4:51:34 PM60"18 5" 18 5" 18 5"18 5"18 5"[ 4 ] HPL WOOD PANELS O/ RAIN SCREEN SYSTEM [ 1 ] EXTERIOR CEMENT PLASTER86'-1" to ground92'-7" to ground125"115"PS2PS1 PS2 PS2 PS1 PS1 SCALE 1:40 SCALE 1/8" = 1'-0"sign band 60"sign band 181"sign band 589" sign band 282" Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 13 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 PS Blocking Project ID Small qty: 2 180" 2×6 blocking shown 16 5" 10 5" 8 5" 20 5" 20 5" 180" 2×6 blocking shown 16 5" 10 5" 8 5" 20 5" PS1 PS2 layer 1: pressure treated blocking between HPL and waterproofing layer 2: wood blocking inside parapet wall SCALE 85% × (1:20) ≈ 1:23 53 = 4 25% SCALE 85% × (1:20) ≈ 1:23 53 = 4 25% NTS Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 1766 EL CA MI N O R E AL BURLI N G A M E, C A PS2PS1 Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 15 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 BA Building Address qty: 1 set A B 2"A 2" deep fabricated metal lettering Titanium Med Oxidized finish #4 satin horizontal grain non-illuminated closed backs mechanically fastened to mounting rail font: Magdelin Medium B 2" × 0 25" metal mounting rail painted to match canopy color to be provided mechanically fastened to top of canopy screwheads painted to match AREA 74" × 24" = 12 33 sq ft 74"24"BA Titanium Med Oxidized finish example J66" 60" CTV 60" 60" CTV 60" 60" CTV 60" 30" 30" 18" 18" 40" 18" 18"J66"J66" 18" 18" 18" 18" 18" 30" 30" 30" J J J J J J J J J J J J J J J J J J J 27'-2"22'-2"22'-9 1/2"5'-11"5'-0"6'-10"95'-0 1/2" 5 AD4.73 4 AD4.73 1'-1"1'-1"1'-1"1'-1" 21 LONGBOARD W/ 1'-0" SPACING 20'-0" 26 LONGBOARD W/ 1'-0" SPACING 25'-0" 10 3/4"10 3/4" 22 LONGBOARD W/ 1'-0" SPACING 21'-0" 4 LONGBOARD W/ 1'-0" SPACING 3'-0" 1'-0"1'-0"11 1/2"11 1/2" 5 LONGBOARD W/ 1'-0" SPACING 4'-0" 4 A7.40 3 A2.34 4 A2.34 10'-10 1/2"2'-9" EQ EQ EQ 2'-9"25'-7" NOTE: SEE STRUCTURAL DWGS FOR ALL STRUCTURAL MEMBER SIZING & LANDSCAPE DWGS FOR SUSPENDED PLANTER DIMENSIONS MITER CORNER C-CHANNEL EQ EQ EQ EQ EQ EQ EQ EQ EQ NOTE: SEE STRUCTURAL DWGS FOR ALL STRUCTURAL MEMBER SIZING & LANDSCAPE DWGS FOR SUSPENDED PLANTER DIMENSIONS S.S. CABLE ATTACHMENTS FOR VINE/PLANTERS - S.L.D. LINE OF METAL PLANTER (BEYOND) B.O. STL. 10'-10" COPED C-CHANNEL W/ PLATE FILLER 2 AD3.16℄3"7 RFI 218 7/8" 20 GAUGE HAT CHANNEL FURRING-TYP 5/8" GYP SHEATHING THIN BRICK VENEER O/ SCRATCH AND BROWN O/ WRB. INSTALL PER MANUFACTURERS REQ. - TYP. WATERPROOF MEMBRANE SEE FLOOR PLAN FOR COLUMN SIZING LINE OF METAL PLANTER (BEYOND) AT CLUB LOUNGE CANOPY 8" HSS TS SPACER W/ EMBED PLATE 2" CLR.4" MIN.SEALANT AND BACKER ROD PLATE FILLER 6'-2" = LENGTH OF ALUMINUM RAFTER 8" X 1 5/8" LINK & LOCK ALUMINUM LONGBOARD RAFTER 8" LINK & LOCK METAL END MOUNT FASTENED ONTO FACE OF PLATE FILLER PER MANUFACTURER STANDARDS MC STEEL CHANNEL - S.S.D A R C H I T E C T S THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATE ISSUED AS SCALE JOB NUMBER LOS ANGELES | IRVINE | OAKLAND As indicated1766 EL CAMINO REALCARMEL PARTNERSAD4.73CANOPY DETAILSBURLINGAME, CA2021-038-00 FOR CONSTRUCTION 11-27-2023 2 3/16" = 1'-0"3 ENLARGE PLAN - LONGBOARD RAFTER CANOPY @ MAIN ENTRANCE 3/8" = 1'-0"1 ENLARGE PLAN - CLUB LOUNGE CANOPY 1 1/2" = 1'-0"2 WALL SECTION AT CLUB LOUNGE STOREFRONT - CANOPY 3" = 1'-0"4 BRICK VENEER AT CANOPY ATTACHMENT 3" = 1'-0"5 MOUNTING AT LONGBOARD RAFTER CANOPY @ MAIN ENTRANCE REVISIONDESCRIPTIONDATE2 PLANCHECK #2 RESPONSE06.30.237 ASI 07 - RFI 1-35706.07.24SCALE 12% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 16 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 BA Placement Building Address qty: 1 set place holder (PP) interior package place holder (B8) interior package BA UPUP F.E.J66" 60" CTV 60"60" CTV 60"60" CTV 60" 30" 30" 18" 18" 40"18" 18"J66"J66" 18"18"18" 18" 18" 30" 30" 30" J 66"J66"J66"J66" J J J J J J J J J J J JJ J J J J J J DN HBF.E.F.E. FD FD F.E.F.E.F.E. F.E.F.E.F.E.F.E.A A 11 13.42C 4A 11118872D2E L 141416109 G EF F C 6 4 3 3.1 HJNP 2A 2A DX EX FX GX 13 1A 1C 1B 1E AA AA EE 3E3F2B 2A5.20 K K 1515 D D 5.2 55 CX FF DD DD CC BBM M3G 1.8 1A3.103A2.13 1A2.152A2.15 3A2.153A2.144A2.145 A2.14 1 A2.11 2A5.22 2 A2.10 E03ELEV. #3 E02ELEV. #2 C230 BUSINESS LOUNGE 221UA1R C236 MECH. RM. E04ELEV. #4 E01ELEV. #1 241B1R242B1216B1 C231 IDF S03STAIR #3244UA1 S02 STAIR #2 C230 C237 C231 E012E042E032E022 S032 S022 C233 MTG. RM. C234 MTG. RM. C235 MTG. RM. 1A5.22 3A5.22 249B2 1D C236 M4 M4 M4 M4 M4 F22 M4 M4 M8 M8 M8 M4 M4 M4 M8 M8 AN1 F22M4M4M10M8AN1AN1M4M3 M3 M3 MF2M3M4C22M10F22M4F23M4M8M8 C230A BUSINESS LOUNGE DECK M4M10M4M3M4 M2 M2M4M3 2 A3.10 4A6.104AD1.15 TYP.4AD1.15 TYP. 20 AD1.15 16AD1.15 4AD1.15 TYP.16AD1.15 234 B9.1 C230A C252C253 A.1 A.1M4M10M4M4M8 M4 M10 M10 F22 M4M4M4M4M3F22M4M416 16 16 16 16 16 16 16 161616 C21 14 14 M4M415 3RD FLOOR ABV. 8AD4.22 2 8 A6.40 9 A6.40 7 A6.40 2A7.40 5 A5.12 3A5.16 3A6.18 SIM. C22 C22 SEGMENT A1REFER TO 1/A1.20A1SEGMENT BREFER TO 1/A1.20BSEGMENT A1REFER TO 1/A1.20A1SEGMENT BREFER TO 1/A1.20BF20 C233A C237 RES. STORAGE 2 A6.12 ℄℄6'-0"2'-10 1/2"11'-6"℄5'-1"℄℄7'-9"2'-6"4'-11"℄4'-3 1/2"12'-8"℄2'-0" 17'-8" 6'-3" 25'-3 1/2" ℄℄℄ ℄ ℄℄6'-6" 3'-1 1/2" 10'-2" 4'-0 1/2" 7'-11" 10'-3 1/2" 6'-3 1/2" 10'-2 1/2" 7'-0 1/2"10'-7 1/2"4'-9"8'-5"℄℄℄℄34'-1 1/2"12'-11"12'-4"11'-2 1/2"℄4'-9" ℄4'-1 1/2" ℄4'-5" ℄℄℄℄℄℄℄℄9'-3"10'-11 1/2"6'-3 1/2"10'-5 1/2"7'-0"10'-3"6'-3 1/2"9'-0 1/2"7'-6"5'-2 1/2"10'-0"3'-8"7'-0"2'-11 1/2"℄2'-0"℄5'-2"℄4'-8 1/2"℄5'-6"℄2'-0"℄2'-0"℄1'-11"℄℄10 1/2"9'-7"6'-5 1/2"8'-2 1/2"℄4'-6 1/2"℄5'-0"℄℄10'-0"7'-3"1'-2"℄℄10'-7 1/2"4'-5"14'-2"4'-3"11'-1"℄2'-0"℄2'-0"℄4'-1"℄3'-10 1/2"℄℄℄℄10'-11"6'-3"10'-5 1/2"5'-1 1/2"6'-4"℄2'-6 1/2"℄2'-0"5'-6 1/2"℄℄℄9'-6"9'-4"℄2'-0"5'-6 1/2"4'-6 1/2"5'-6 1/2"5'-6 1/2"7'-0 1/2"1'-1"6'-7 1/2"℄2'-0"℄2'-0"℄℄4'-4" 5'-6"℄2'-0"5'-1"℄2'-0"5'-6 1/2"℄3'-6 1/2"23'-8"4'-0"3'-0"℄2'-0"5'-7 1/2"℄℄6'-8"77.00°℄ 1'-10" ℄ 1'-6" 1 0 3 . 0 0 °℄9"103.00°85.00°9 5 . 0 0 ° 9 8 . 0 0 ° ℄ ℄12'-3" 24'-0" ℄7'-2" ℄ 1'-9" 135.00°135.00°98.00°1 0 3 . 0 0 ° 77.00°10 1/2"℄6'-2"℄1'-10 1/2"℄1'-4 1/2"℄ 1'-6"℄7'-6"℄3 1/2"℄5'-2"℄8"℄7'-3 1/2"℄11'-3 1/2"℄2'-6"℄2'-10"℄2'-3"℄6"℄℄5'-2"8'-8 1/2"℄4'-10"℄6 1/2"℄4"℄5'-3"℄1'-0"℄2'-8 1/2"℄1'-3"℄11"℄1'-11"℄2"4 FIRE RATING UPDATE 4 RFI #34 RESPONSE 555236UA25'-6"5'-9 1/2"103.00°213UA1.137'-10 1/2"247A1 ℄℄℄℄℄℄℄℄6'-9 1/2"10'-0 1/2"9'-5 1/2"12'-3"5'-8"10'-1"5'-10 1/2"5'-8"10"11'-1"6'-8"℄5'-9 1/2"33'-3" 230 A1 12'-3" 22'-10" 34'-2" 6'-0" 219A3a℄4'-8"7'-6"135.00°218A5 ℄℄℄7'-1 1/2"8'-5"8'-5"5'-7 1/2"7RFI 195 245B5243B1.1 248A4C200CORRIDOR C133A MECH. CLO. 240A1.2a 232 B1.2 212B3 226 B4 238A1.2215A3.2 239A1.1 2A5.144X_A6.10 4 3/8"33'-3"5'-6"33'-3"23'-6"22'-10"2"33'-10"0"18'-8"5'-5" 7 RFI 287 7RFI 134.1M-0.5"C250 A1 SEG A1SEG B SEG A2SEG A2 CALIFORNIA D R TROUSDALE DREL CAMINO REAL BLDG. 'B'BLDG. 'A'A2 B A R C H I T E C T S THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATE ISSUED AS SCALE JOB NUMBER LOS ANGELES | IRVINE | OAKLAND As indicated1766 EL CAMINO REALCARMEL PARTNERSA1.20A2BUILDING PLAN - 2ND STORY -SEGMENT A2BURLINGAME, CA2021-038-00 FOR CONSTRUCTION 11-27-2023 1/8" = 1'-0"12ND STORY - SEGMENT PLANS - SEGMENT A2 1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.REFER TO SHEET G.10 FOR SANITARY FIXTURE CALCULATIONS.REFER TO SHEET A0.01 FOR PARKING STALL TABULATION & REFER TO SHEET 1/A8.11 FOR TYPICAL PARKING STALL LAYOUT FOR PARKING STALL CONFIGURATIONS.REFER TO SHEETS AS.10 AND AS.20 FOR DOOR AND WINDOW SCHEDULES.REFER TO SHEET A7.40 & A7.41 FOR STOREFRONTS.ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.REFER TO ENLARGED PLANS FOR INFORMATION NOT SHOWN.THESE PLANS SHOW UNIQUE INFORMATION AND UNIT-TO-UNIT RELATIONSHIPS ONLY. REFER TO ENLARGED UNIT PLANS ON A4 SERIES SHEETS FOR INFORMATION NOT SHOWN.REFER TO STRUCTURAL DRAWINGS FOR:A.SIZE AND LOCATION OF SHEAR WALLS.B.SIZE AND LOCATION OF BEARING WALLS.C.COLUMN AND BEAM SIZES.D.FLOOR SLAB THICKNESS.E.SIZE AND LOCATION OF FRAMING AND SHEATHING.F.SPECIAL NAILING AND BLOCKING.REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS.CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING EXACT TOP OF STRUCTURAL SLAB ELEVATION BASED ON CIVIL DRAWINGS.FINISHED AND SUB-SURFACE CONCRETE/PAVING THAT IS EXPOSED TO WEATHER IS TO SLOPE TO DRAIN AWAY FROM PERIMETER WALLS OF BUILDING UNLESS NOTED OTHERWISE.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8 FOR FLAME SPREAD PROVISIONS.ALL GARAGE WALLS TO BE PAINTED PER FINISH SPECIFICATIONS.AT UNIT AND OTHER FINISH SPACES PROVIDE METAL HAT CHANNEL AT ALL CONCRETE/CMU WALLS AND COLUMNS, UNLESS NOTED OTHERWISE. NOT REQUIRED AT VOID SPACES OR UNOCCUPIED SPACES.ALL STAIR, ELEVATOR, TRASH, CHUTE, AND VENTILATION SHAFTS TO BE 2-HOUR FIRE-RATED BARRIERS. REFER TO SHEET A5.00.PROVIDE ALL NECESSARY CEILING OR WALL ACCES PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.PROVIDE FIRE BLOCKING IN STUD WALL CONCEALED SPACES, INCLUDING FURRED SPACES, AT BOTH VERTICAL AND HORIZONTAL 10’-0” INTERVALS.BUILDING WILL BE FIRE SPRINKLERED THROUGHOUT.PROVIDE EXIT SIGNS CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.ALL MECHANICAL DUCTS AND PLUMBING LINES ARE TO BE RUN TIGHT TO THE UNDERSIDE OF SLAB.ALL GARAGE CEILING CLEARANCES SHALL BE 7 ’-6” MINIMUM CLEAR FROM ALL FIXTURES, PLUMIBING LINES, OR MECHANICAL DUCTS. ACCESSIBLE ROUTE TO ALL ACCESSIBLE PARKING STALLS SHALL BE 8’-2” MINIMUM CLEAR.RAMP SLOPE AT PARKING STALLS TO BE 6.67% MAXIMUM.SLOPE AT ACCESSIBLE ROUTE AND ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM IN ANY DIRECTION.EQUIPMENT CONCRETE PAD LOCATIONS AND SIZES TO BE COORDINATED WITH GENERAL CONTRACTOR, SUB-CONTRACTOR, AND LOCAL UTILITY COMPANY.CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.GARAGE/UNIT PLAN NOTESBUILDING SEGMENT PLANS 1 1 1 REVISIONDESCRIPTIONDATE1PLANCHECK #1 RESPONSE02.28.232PLANCHECK #2 RESPONSE06.30.234ASI #1 FOR CONSTRUCTION11.27.235ASI #5 PERMIT SET UPDATES02.20.247ASI 07 - RFI 1-35706.07.24163"35" SCALE 1/8" = 1'-0" SCALE 35% × (1:20) ≈ 1:57 14 = 1 75% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 1766 EL CA MI N O R E AL BURLI N G A M E, C A Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 18 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 RL ‘R’ Logo at Entry qty: 2 RL1 RL2 14" AREA 14" × 18 16" = 1 76 sq ft18 16"A A 2" deep fabricated metal lettering Titanium Med Oxidized finish #4 satin horizontal grain non-illuminated stud mounted to building face with 0 5" standoffs holes sealed with silicone adhesive0 5"2" 2 5" Titanium Med Oxidized finish example 3 AD4.23 TYP ALL HORIZONTAL BASE BRICK TILE TO BE CUT TO SIZE, TYP. 2'-5 1/4" (V.I.F) 9 1/2" - TYP. 1/2" 20 GAUGE HAT CHANNEL FURRING-TYP 5/8" GYP SHEATHING THIN BRICK VENEER - INSTALL PER MANUFACTURERS REQUIREMENT 2'-5 1/4"2'-5 1/4"AIR AND WATER BARRIER CEMENT PLASTER SCRATCH AND BROWN COAT COMPLETELY FILL CAVITY WITH INSULATION 7/8" 20 GAUGE HAT CHANNEL FURRING-TYP 7/8" 20 GAUGE HAT CHANNEL FURRING-TYP 9 5/8" GYP SHEATHING THIN BRICK VENEER - INSTALL PER MANUFACTURERS REQUIREMENT 2'-2 1/4"2'-2 1/4" 1/2" CUSTOM HAT CHANNEL FURRING 9 3 AD4.23 TYP ALL HORIZONTAL BASE BRICK TILE TO BE CUT TO SIZE, TYP. 8 1/2" 2'-2 1/4" 3 AD4.23 TYP ALL HORIZONTAL BASE BRICK TILE TO BE CUT TO SIZE, TYP. 2'-5 1/4" (V.I.F) 8 15/16" - TYP. 3 AD4.23 TYP ALL HORIZONTAL BASE BRICK TILE TO BE CUT TO SIZE, TYP. 7 15/16" 2'-2 1/4" 5/8" GYP SHEATHING THIN BRICK VENEER - INSTALL PER MANUFACTURERS REQUIREMENT 2'-2 1/4"1/2" CUSTOM HAT CHANNEL FURRING 3'-2" 9 3 AD4.23 TYP ALL HORIZONTAL BASE BRICK TILE TO BE CUT TO SIZE, TYP. 8 1/2" 2'-2 1/4" 3 AD4.23 TYP ALL HORIZONTAL BASE BRICK TILE TO BE CUT TO SIZE, TYP. 3'-2" 8 1/2" A R C H I T E C T S THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT. This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATE ISSUED AS SCALE JOB NUMBER LOS ANGELES | IRVINE | OAKLAND 3" = 1'-0"1766 EL CAMINO REALCARMEL PARTNERSAD4.72BRICK VENEER LAYOUTBURLINGAME, CA2021-038-00 FOR CONSTRUCTION 11-27-2023 3" = 1'-0"2 BRICK VENEER ELEVATION VIEW PATTERN AT CABANA LOUNGE COLUMN - FRONT & BACK ELEV 3" = 1'-0"1 BRICK VENEER AT OUTSIDE CORNER @ CABANA LOUNGE (PLAN VIEW) 3" = 1'-0"4 BRICK VENEER AT ENTRY CORNER @ LEASING (PLAN VIEW) 3" = 1'-0"5 BRICK VENEER ELEVATION VIEW PATTERN AT LEASING COLUMN - FRONT & BACK ELEV 3" = 1'-0"3 BRICK VENEER ELEVATION VIEW PATTERN AT CABANA LOUNGE COLUMN - SIDE ELEV. 3" = 1'-0"6 BRICK VENEER ELEVATION VIEW PATTERN AT LEASING COLUMN - SIDE ELEV. 2 3" = 1'-0"7 BRICK VENEER AT OUTSIDE CORNER @ LEASING (PLAN VIEW) 3" = 1'-0"8 BRICK VENEER ELEVATION VIEW PATTERN AT CORNER COLUMN - FRONT & BACK ELEV 3" = 1'-0"9 BRICK VENEER ELEVATION VIEW PATTERN AT CORNER COLUMN - SIDE ELEV REVISIONDESCRIPTIONDATE2 PLANCHECK #2 RESPONSE06.30.239 ASI 0907.05.24BRICK VENEER AT ENTRY CORNER SCALE 30% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 19 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 place holder (PP) interior package place holder (B8) interior package ¢L ¢L RL Placement ‘R’ Logo at Entry qty: 2 UP UPFD FD FD FD FD FD FD FDFD FD FD FD FD FDFD F.E.F.E.F.E.FDFDFD FD TV TVTV A A TRANSIT TV TRASH ENGRAIN TV UP A A TV TV TV TV TV TV TV ANNUN. PANEL F.E.J66"J 66" J66" J66" J 72" J 72" J 82"J 82" J 82" J 82" J 82" 18"40" GFI18" 18" GFI 60" CTV 60"60" CTV 60"60" CTV 60" 18" 60" CTV 60" 18" 18" 18" GFI 18" 18" 42" GFI42" GFI 18" 40" 40" 40" 40" GFI 60"J 40" GFI 18" 18" 18" 18" 18" 18" 40"40" 60" 60" 40" 18" GFI 18"18"40" 24" 24" 24" 24" 24" 24" 18" 40" 18" 18" 40" 40" 60" 60" CTV 110" 110"CTV 110" 110"CTV 110" 110"CTV 18"18"18" J 66" J 66" J 66" 24" 30" J 24"J 60"J 24"J 60"J 24"J 60"J 24"J 60"J 24"J 60"J 24"J 30"J 30"J 30"J 30"J 64"J 110" 110"CTV 110" 110"CTV 110" 110"CTV 18" GFI J40" GFI J 66"J66"J66"J66"K-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINA K-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAJ J J J J J J J J J J J J J J J J J SINK DW TRASH RANGE/HOOD REF.BELOWREF.BELOW SINK REF COPIER TRASH MICROWV DWMETALKITCHEN SINK FAUCETSPURISTK-7505METALKITCHEN SINK FAUCETSPURISTK-7505 JJ JJ JJJJ JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ S4 S5 S2 S3 S1 S7 S13 S16 S17 S18 S15 S14 C3 C4 C6 C7 S6 S8 S12 S15 S9 JJJJ J J J J JJ JJ JJ JJ JJ123456789*0#FD UP DN UP FD FD FDFDFDFD FD FD FD FDFDFD FD FD FD FD FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD FD FD FD FD FD FD HBHB HBHB HBFD FD FE FEFEF.E.F.E.F.E.F.E.FEFD FDFD FDF.E.F.E.F.E.F.E.F.E.60" x 60" A A 11 13.42C 4A 111188772D2E L 141610109 G E E F F C 66 4 3 3.1 H H JNP 2A 2A DX EX FX GX 13 1A 1C 1B 1E AA AA EE 3E3F2B 1 A5.20 2 A5.20 1 A5.21 K K 1515 D 5.2 55 CX FF DD DD CC BBM M3G 1.8 1A3.103A2.13 1A2.152A2.15 3A2.153A2.144A2.145 A2.14 S03STAIR #3115A3.3 E03ELEV. #3 E02ELEV. #2 C123 ELECTRICAL RM. #1 C122 TRANSF. RM. #1 C125 POLICE DPT C124 UTILITY C111DOG SPA C130 CO-WORKING LOUNGE C100B LEASING C142 WELLNESS SPA C141 YOGA / SPIN STUDIO C140 FITNESS CENTER B117COURTYARD'B' 1 A2.11 2A5.22 2 A2.10 S02 STAIR #2 E04ELEV. #4 E01ELEV. #1 142B1141B1R116B1C110RESTRM.(M)C109RESTRM.(F) C131 MTG. RM. 3 C132 MTG. RM. 2 C133 MTG. RM. 1 C104 OVERSIZED PACKAGE C103 RESOURCE ROOM C101 OFFICE 1 C102 OFFICE 2 C108 MAIL ALCOVE C107 SMART PACKAGE C106RESTRM. C105 RESTRM. C111 C122 C124 C125 C123A C120 E011E021E031E041 S031B S031A C100A 1A5.223A5.22C109C110 C104A C104B C106 C141A C140 C103 C143 C105 144UA1 1D C130 C100C C100DC112BC121 S021A GARAGE ENTRY RAMP #123.57' 23.27' F22M8AN1M3M4M4AN1M4M4M4F23M10C22M4M10M4M4F22 M4M8M8 F3 M4M10M4 M2M4M4M4M3C120MOVINGLOBBY C140A AV CLO. 4AD1.15 TYP.8AD1.15 TYP.16AD1.152AD1.15 TYP. 2 AD1.15 TYP. 12AD1.15LS01 LS02 2 A3.10 4A6.10 3'-11"16 AD8.12 BUILDING ENTRY SYSTEM 16AD1.15 148A4 C123 C100A MAIN LOBBY C100CORRIDORC100 C160CORRIDOR C170 CORR. C142A C170 C144 C141B C142B C140A C145BC145A ACCESS PANEL, SEE ELEV. FOR MORE INFO.SEE LANDSCAPE DRAWINGS FOR EXTERIOR RAMP INFO. 8 AD9.20 A.1 A.1M10M4M4M8M4M2M3M10F22M4M4M4M4M3F22M4M41616161616161616 LOUVER ABOVE DOOR - SEE EXT. EL. FOR LOCATION LOUVER ABOVE DOOR - SEE EXT. EL. FOR LOCATION 15 DECK ABV. CANOPY ABV. 2 C100B 8 A6.40 TRANSFER WALL FOR DISABLED 3'-4" C160 9 A6.40 7 A6.40 TRENCH DRAIN PER CIVIL WALKABLE FRESH AIR INTAKE GRATE KNOX BOX / CARD READER KNOX BOX 5'-0"2A7.40 C133A C122B LS03 LS04 SF-105 SF-106 SF-104 SF-103 SF-102 SF-101SF-107SF-108SF-110SF-111SF-112SF-122 SF-120 M4 4 A5.12 3A6.18 SIM.AN1 SEGMENT A1REFER TO 1/A1.10A1SEGMENT BREFER TO 1/A1.10BSEGMENT A1REFER TO 1/A1.10A1SEGMENT BREFER TO 1/A1.10BF20 19 AD1.15 C143 SAUNA C144 STORAGE 1 A6.10 1 A6.12 ℄℄7'-9" 2'-6"4'-11"℄℄℄6'-0"6'-9 1/2"2'-1 1/2"℄4'-3"℄2'-0"℄2'-0"℄4'-3 1/2"℄℄℄℄℄℄℄℄9'-3"10'-11 1/2" 6'-3 1/2" 10'-5 1/2" 7'-0"10'-3" 6'-3 1/2" 9'-0 1/2" 7'-6" 5'-2 1/2" 10'-0" 3'-8" 7'-0" 2'-11 1/2"℄2'-0"6'-4 1/2"℄3'-2 1/2"℄℄℄5'-9"8'-5"8'-5"7'-2"℄5'-3 1/2"℄4'-4"℄4'-6"℄℄℄℄4'-5"4'-3" 11'-1"7'-1 1/2"6'-3" 10'-5 1/2"℄3'-10 1/2"12'-4"℄7'-0"℄3'-10 1/2"1'-8 1/2"℄2'-0"℄2'-0"℄℄14'-2"℄℄10'-11"℄℄5'-1 1/2" 6'-4"℄℄℄10 1/2"5'-0 1/2"4'-6 1/2"6'-5 1/2"8'-2 1/2"℄3'-10"5'-0"℄℄10'-0"7'-3"1'-2"℄℄℄℄℄℄℄℄6'-9 1/2" 10'-0"9'-6"12'-3"5'-8" 10'-1" 5'-10 1/2"18'-3"11'-1"6'-8"℄2'-0"5'-7 1/2"℄℄℄9'-6"9'-4"℄9'-9"℄3'-1"5'-6 1/2"℄3'-1"5'-1"38'-9"8'-9"8'-1"1'-6"22'-0 1/2"6'-7 1/2" 1'-1" 7'-0 1/2"℄3'-0"℄℄6'-8"77.00°135.00°167.00°103.00°℄1'-0"℄2'-8 1/2"℄1'-0"34'-10" ℄ 3'-8" ℄1'-9"℄4"℄ 7'-2"℄1'-10 1/2"℄1'-4 1/2"℄7'-4 1/2" ℄8'-4"℄2'-6"℄2'-10"℄6'-7"℄6"℄1'-4 1/2"℄℄2'-3" 8'-5"℄8'-8 1/2"℄5'-2"℄4'-10"℄6 1/2"℄4"℄1'-3"℄3'-6 1/2"℄11"℄1'-11"℄3'-6 1/2"6'-0"℄2'-0"4'-6 1/2"℄2'-3"AUDIO / VISUAL WARNING DEVICE, FINAL SPECIFICATION AND LOCATION BY OWNER 17 AD8.11 2 4 AD4.72 8'-1 1/2"17'-10"23.06' 23.06' 23.66' 555 21.98' 21.98' 19.35' 18.96' 17.66'17.14' 5RAMPCHANGESRFI 173 5 RAMP CHANGES RFI 173 8" PLINTH PROVIDES REQUIRED SLAB THICKNESS AT SLOPED SOFFIT OVER GARAGE ENTRY 34'-0"103.00°7 RFI 173 1'-0 1/2"9'-2 1/2"8'-8"1'-0"1"SEE FOR MORE RAMP INFORMATION 1/ A1.11A2 7 RFI 180 140A1.2a 7 RFI 183 LIGHT ADDED℄4'-8"27'-1 1/2"5'-11"29'-4 1/2"32'-3"135.00°9'-1 1/2" 1'-0"2"12'-4"28'-9 1/2"7'-2"TYP.5'-11 1/2" ℄EQEQ ℄ EQ E Q 7 RFI 183 DIMENSION ADDED ℄EQEQ 7 RFI 183 DIMENSION ADDED ℄EQEQ ℄EQEQ℄EQEQ 7 RFI 183 DIMENSION ADDED ℄EQEQ ℄ EQEQ℄ EQEQ℄ EQEQ 7 RFI 183 DIMENSION ADDED 7 RFI 183 DIMENSION ADDED 7 RFI 183 DIMENSION ADDED 7RFI 195 147A1113UA1.1 119A3a 118A5136UA2138A1.2 143B1.1 145B5 149B223'-3"33'-10"32'-9"6'-0"7 RFI 176 139A1.1 141B1R 1A5.14 HIGH/LOW PUSH PLATES FOR LEASING ENTRY 7 RFI 176 4X_A6.1023'-6"22'-10"2"33'-10"2"18'-6" 7 RFI 287 7RFI 134.1C1507RFI 134.1 A1 SEG A1SEG B SEG A2SEG A2 CALIFORNIA D R TROUSDALE DREL CAMINO REAL BLDG. 'B'BLDG. 'A'A2 B A R C H I T E C T S THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATE ISSUED AS SCALE JOB NUMBER LOS ANGELES | IRVINE | OAKLAND As indicated1766 EL CAMINO REALCARMEL PARTNERSA1.10A2BUILDING PLAN - 1ST STORY -SEGMENT A2BURLINGAME, CA2021-038-00 FOR CONSTRUCTION 11-27-2023 1/8" = 1'-0"11ST STORY - SEGMENT PLANS - SEGMENT A2 1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.REFER TO SHEET G.10 FOR SANITARY FIXTURE CALCULATIONS.REFER TO SHEET A0.01 FOR PARKING STALL TABULATION & REFER TO SHEET 1/A8.11 FOR TYPICAL PARKING STALL LAYOUT FOR PARKING STALL CONFIGURATIONS.REFER TO SHEETS AS.10 AND AS.20 FOR DOOR AND WINDOW SCHEDULES.REFER TO SHEET A7.40 & A7.41 FOR STOREFRONTS.ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.REFER TO ENLARGED PLANS FOR INFORMATION NOT SHOWN.THESE PLANS SHOW UNIQUE INFORMATION AND UNIT-TO-UNIT RELATIONSHIPS ONLY. REFER TO ENLARGED UNIT PLANS ON A4 SERIES SHEETS FOR INFORMATION NOT SHOWN.REFER TO STRUCTURAL DRAWINGS FOR:A. SIZE AND LOCATION OF SHEAR WALLS.B. SIZE AND LOCATION OF BEARING WALLS.C. COLUMN AND BEAM SIZES.D. FLOOR SLAB THICKNESS.E. SIZE AND LOCATION OF FRAMING AND SHEATHING.F. SPECIAL NAILING AND BLOCKING.REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS.CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING EXACT TOP OF STRUCTURAL SLAB ELEVATION BASED ON CIVIL DRAWINGS.FINISHED AND SUB-SURFACE CONCRETE/PAVING THAT IS EXPOSED TO WEATHER IS TO SLOPE TO DRAIN AWAY FROM PERIMETER WALLS OF BUILDING UNLESS NOTED OTHERWISE.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8 FOR FLAME SPREAD PROVISIONS.ALL GARAGE WALLS TO BE PAINTED PER FINISH SPECIFICATIONS.AT UNIT AND OTHER FINISH SPACES PROVIDE METAL HAT CHANNEL AT ALL CONCRETE/CMU WALLS AND COLUMNS, UNLESS NOTED OTHERWISE. NOT REQUIRED AT VOID SPACES OR UNOCCUPIED SPACES.ALL STAIR, ELEVATOR, TRASH, CHUTE, AND VENTILATION SHAFTS TO BE 2-HOUR FIRE-RATED BARRIERS. REFER TO SHEET A5.00.PROVIDE ALL NECESSARY CEILING OR WALL ACCES PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.PROVIDE FIRE BLOCKING IN STUD WALL CONCEALED SPACES, INCLUDING FURRED SPACES, AT BOTH VERTICAL AND HORIZONTAL 10’-0” INTERVALS.BUILDING WILL BE FIRE SPRINKLERED THROUGHOUT.PROVIDE EXIT SIGNS CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.ALL MECHANICAL DUCTS AND PLUMBING LINES ARE TO BE RUN TIGHT TO THE UNDERSIDE OF SLAB.ALL GARAGE CEILING CLEARANCES SHALL BE 7’-6” MINIMUM CLEAR FROM ALL FIXTURES, PLUMIBING LINES, OR MECHANICAL DUCTS. ACCESSIBLE ROUTE TO ALL ACCESSIBLE PARKING STALLS SHALL BE 8’-2” MINIMUM CLEAR.RAMP SLOPE AT PARKING STALLS TO BE 6.67% MAXIMUM.SLOPE AT ACCESSIBLE ROUTE AND ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM IN ANY DIRECTION.EQUIPMENT CONCRETE PAD LOCATIONS AND SIZES TO BE COORDINATED WITH GENERAL CONTRACTOR, SUB-CONTRACTOR, AND LOCAL UTILITY COMPANY.CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.GARAGE/UNIT PLAN NOTES BUILDING SEGMENT PLANS LEGENDMINIMUM 8'-2" HEADROOM CLEARANCE FOR DISABLED ACCESS PATH OF TRAVEL. CLEARANCES SHALL BE MEASURED FROM THE LOWEST POINT OF STRUCTURE, MECHANICAL DUCTS, UTILITY PIPING, LIGHTING FIXTURES, ETC. TO THE FINISH FLOOR LEVEL.DETECTABLE WARNING STRIP, 36" MINIMUM IN DIRECTION OF TRAVEL.-36"W-2x6 WALL TAG WALL MATERIAL: M = METAL CMU = CONCRETE MASONRY UNIT** W = WOOD S = STRUCTURAL CONCRETE WALL** SH = SHOTCRETE WALL** **SEE STRUCTURAL DRAWINGS FOR MORE INFO. WALL FRAMING WIDTH 1 1 1111 1 1 1 11 1 1 1 2 2 2 2 2 2 REVISIONDESCRIPTIONDATE1 PLANCHECK #1 RESPONSE02.28.232 PLANCHECK #2 RESPONSE06.30.235 ASI #5 PERMIT SET UPDATES02.20.247 ASI 07 - RFI 1-35706.07.2472"72"74"77"RL1 RL2 RL1 RL1 RL2 RL2 SCALE 1/8" = 1'-0" SCALE 35% × (1:20) ≈ 1:57 14 = 1 75% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 20 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 RC ‘R’ Logo at Corner qty: 2 RC2 RC1 18 5" AREA 18 5" × 24" = 3 08 sq ft24"A 1"3" Titanium Med Oxidized finish example A 3" deep fabricated metal lettering Titanium Med Oxidized finish #4 satin horizontal grain internal halo-lit LED illumination 2700K “Soft White” color temperature lighting to be dimmable Lexan backs stud mounted to building face with 1" standoffs holes sealed with silicone adhesive 1 power pulled by others 1/8" NARROW SCREED CONTROL JOINT, WIRE TIE TO LATH LATH DISCONTINUOUS ATALL HORIZONTAL AND VERTICAL CONTROL JOINTS 2x BLOCKING 12" WIDE CONTINUOUS SELF- ADHERING FLASHING BEHIND CONTROL JOINT WALL ASSEMBLY PER PLANS CONSTRUCT ACCORDING TO: CBC CHAPTER 35 ASTM C-926 AND ASTM C-1063 NOTE: REFER TO EXTERIOR ELEVATIONS FOR LOCATIONS AND ISOMETRIC DETAIL . PROVIDE SEALANT TO MATCH MORTAR COLOR IN MASONRY JOINT OVER CONTROL JOINT PLAN VIEW THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN 4 1/ AD4.71 4 AIR AND WATER BARRIER ASSEMBLY: GRADE D BUILDING PAPER O/ BUILDING WRAP. REFER TO AD3.30 FOR SEQ. AT PENENTRATIONS, TYP. WALL ASSEMBLY PER PLANS THIN BRICK VENEER OVER MORTAR BED OVER FLUID APPLIED CRACK ISOLATION MEMBRANE O/ SCRATCH COAT AND BROWN AND LATH - INSTALL PER MANUFACTURER'S REQUIREMENTS, TYPICAL NOTE: CONTRACTOR TO PROVIDE FIELD TEST VERIFICATION WITH THE ARCHITECT AND WATERPROOFING CONSULTANT IN ATTENDANCE OF TECHNICAL NOTES 28C, THE BOND STRENGTH SHOULD HAVE A MINIMUM SHEAR STRENGTH OF 50 PSI. THIS CAN BE VERIFIED WITH ASTM C472 OR ASTM C1583. HIGH STRENGH POLYMER FORTIFIED THINSET 4 4 9 RFI 109.1 EXTERIOR PLASTER SYSTEM WALL ASSEMBLY PER PLANS 5/8" EXTERIOR GRADE GYPSUM SHEATHING SELF-ADHERING MEMBRANE TO LAP OVER AIR AND WATER BARRIER M-SLIDE EXPANSION JOINT OVER SELF-ADHERING FLASHING SLOTTED DEFLECTION TRACK SEALANT 1/2" CEMENTITIOUS BACKER BOARD OR FILLER FOR CONTINUOUS ALIGNMENT SELF-ADHERING FLASHING AIR AND WATER BARRIER THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN 4 1/ AD4.71 9 RFI 109.1 WALL ASSEMBLY PER PLANS METAL TRACK RUNNER EXTERIOR PLASTER SYSTEM GRADE PER CIVIL PLANS SILL SCREED HARDSCAPE WHERE OCCURS, PER CIVIL DRAWINGS 1/2" CEMENTITIOUS BACKER BOARD OR FILLER FOR CONTINUOUS ALIGNMENT 2"PROTECTIVE 24 GAUGE GALVANIZED (BONDERIZED) WITH HEMMED EDGE, EXTEND 6" MIN INTO GRADE EXTEND FLUID APPLIED WATERPROOFING / DAMPPROOFING SYSTEM UP WALL ATTACH GYPSUM BOARD TO CONCRETE WITH CONCRETE SCREWS FOR CURBS 6" OR LESS 4"SELF-ADHERING FLASHING 4 1/16"TOP OF CURB SEE SLAB PLAN 1 AD2.21 6" WIDE SAF O/ GSM FLASHING 4 THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN 4 1/ AD4.71 OVERFLOW PIPE SEALANT WALL ASSEMBLY PER PLANS QUICKFLASH PRE- MANUFACTURED FLASHING THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN 4 1/ AD4.71 HEADER - REFER TO STRUCTURAL DRAWINGS SELF-ADHERING FLASHING, WEATHER BOARD AND LAP OVER WEEP SCREED EXTERIOR PLASTER SYSTEM CONTINUOUS SOFFIT VENT WALL ASSEMBLY PER PLANS EXTRUDED ALUMINUM SOFFIT DRIP SCREED SELF-ADHERING FLASHING, LAP AROUND SOFFIT FRAMING THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN 4 1/ AD4.71 TOP OF CURB GRADE PER CIVIL THIN BRICK VENEER OVER CEMENT PLASTER EXTERIOR WALL TOP OF SLAB PER ELEVATIONPER ELEVATION 4 AD4.71 8 AD4.7112" MAXIMUM4" MINIMUM4" MINIMUM 4" MINIMUM12" MAXIMUM4" MINIMUM4" MINIMUMMETAL TRACK RUNNER EXTERIOR PLASTER SYSTEM GRADE PER CIVIL PLANS HARDSCAPE WHERE OCCURS, PER CIVIL DRAWINGS CONCRETE SLAB SILL SCREED CONTROL JOINT 1/2" CEMENTITIOUS BACKER BOARD OR FILLER FOR CONTINUOUS ALIGNMENT EXTEND FLUID APPLIED WATERPROOFING / DAMPPROOFING SYSTEM UP WALL SELF-ADHERING FLASHING WALL ASSEMBLY PER PLANS SELF-ADHERING FLASHING TOP OF CURB SEE SLAB PLAN 2"4"1 AD2.21 PROTECTIVE 24 GAUGE GALVANIZED (BONDERIZED) WITH HEMMED EDGE, EXTEND 6" MIN INTO GRADE 6" WIDE SAF O/ GSM FLASHING 4 THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN 4 1/ AD4.71 SELF-ADHERING FLASHING, WEATHER BOARD AND LAP OVER WEEP SCREED AT BASE OF WALL TYPICAL 6" EACH SIDE CORNER AID WALL ASSEMBLY PER PLANS ALTERNATE FACTORY CORNERS ABOVE AND BELOW AT CORNER THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN 4 1/ AD4.71 WALL ASSEMBLY PER PLANS SELF-ADHERING FLASHING O/ WEATHER BOARD AND LAP OVER WEEP SCREED AT BASE OF WALL CORNER AID THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN 4 1/ AD4.71 4 1 AD4.719 RFI 109.1 WALL ASSEMBLY PER PLANS METAL TRACK RUNNER EXTERIOR PLASTER SYSTEM GRADE PER CIVIL PLANS SILL SCREED HARDSCAPE WHERE OCCURS, PER CIVIL DRAWINGS2"EXTEND FLUID APPLIED WATERPROOFING / DAMPPROOFING SYSTEM UP WALL ATTACH GYPSUM BOARD TO CONCRETE WITH CONCRETE SCREWS FOR CURBS 6" OR LESS SELF-ADHERING FLASHING4"TOP OF CURB SEE SLAB PLAN 8"1 AD2.21 PROTECTIVE 24 GAUGE GALVANIZED (BONDERIZED) WITH HEMMED EDGE, EXTEND 6" MIN INTO GRADE 6" WIDE SAF O/ GSM FLASHING 4 THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN 4 1/ AD4.71 WALL ASSEMBLY PER PLANS CORNER AID GROUT OR SANDED SEALANT EXTERIOR PLASTER SYSTEM 4 THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN1/ AD4.71 SELF-ADHERING FLASHING, WEATHER BOARD AND LAP OVER WEEP SCREED AT BASE OF WALL EA SIDE, TYP. 6" MIN. EXTERIOR PLASTER SYSTEM WALL ASSEMBLY PER PLANS. CMU SIM. 5/8" EXTERIOR GRADE GYPSUM SHEATHING SELF-ADHERING MEMBRANE TO LAP OVER AIR AND WATER BARRIER M-SLIDE EXPANSION JOINT OVER SELF-ADHERING MEMBRANE. REFER TO ELEVATIONS FOR WHERE TRANSITION OCCURS SLOTTED DEFLECTION TRACK SEALANT 1/2" CEMENTITIOUS BACKER BOARD OR FILLER FOR CONTINUOUS ALIGNMENT SELF-ADHERING FLASHING 4 THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN 1/ AD4.71 9 RFI 109.1 EXTERIOR PLASTER SYSTEM WALL ASSEMBLY PER PLANS GROUT OR SANDED SEALANT 1 AD4.71 4 1 AD4.31 THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN 1/ AD4.71 WALL ASSEMBLY PER PLANS CORNER AID, TYP. GROUT OR SANDED SEALANT EXTERIOR PLASTER SYSTEM THIN BRICK VENEER, REFER TO FOR INFORMATION NOT SHOWN TYP. 6" MIN. SELF-ADHERING FLASHING 4 1/ AD4.71 A R C H I T E C T S THIS SET OF CONSTRUCTION DOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT. This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATE ISSUED AS SCALE JOB NUMBER LOS ANGELES | IRVINE | OAKLAND As indicated1766 EL CAMINO REALCARMEL PARTNERSAD4.71EXTERIOR DETAILS - THIN BRICKVENEERBURLINGAME, CA2021-038-00 FOR CONSTRUCTION 11-27-2023 6" = 1'-0"2 EXTERIOR PLASTER CONTROL JOINT AT BRICK VENEER 6" = 1'-0"1 EXTERIOR PLASTER SYSTEM WITH BRICK VENEER 6" = 1'-0"3 EXTERIOR PLASTER M-SLIDE AT BRICK VENEER 3" = 1'-0"4 BRICK VENEER WALL AT CONCRETE CURB 6" = 1'-0"5OVERFLOW PIPE AT BRICK VENEER (SECTION) 3" = 1'-0"6BRICK VENEER AT EXTERIOR PLASTER SOFFIT (SECTION) 6" = 1'-0"11BRICK VENEER WEEP SCREED AT STEPPED BASE OF WALL (ELEVATION) 3" = 1'-0"8BRICK VENEER WALL AT DEEPENED FOOTING 3" = 1'-0"9BRICK VENEER AT OUTSIDE CORNER (PLAN VIEW) 3" = 1'-0"10BRICK VENEER AT INSIDE CORNER (PLAN VIEW) 3" = 1'-0"12BRICK VENEER WALL AT CONCRETE CURB (OPTION B) 2 NOTE: ALL DETAILS ON THIS SHEET SHALL REFER TO EXTERIOR PLASTER DETAIL 1/ AD4.71 FOR TYPICAL THIN BRICK VENEER APPLICATION 2 3" = 1'-0"15EXTERIOR PLASTER TO BRICK VENEER INSIDE CORNER (PLAN) 6" = 1'-0"17EXTERIOR PLASTER STUD WALL O/ BRICK VENEER 3" = 1'-0"13BRICK VENEER TO EXTERIOR PLASTER TRANSITION (PLAN) 3" = 1'-0"16BRICK VENEER TO RECESSED EXTERIOR PLASTER (PLAN)REVISIONDESCRIPTIONDATE2 PLANCHECK #2 RESPONSE06.30.234 ASI #1 FOR CONSTRUCTION11.27.239 ASI 0907.05.241-"/ 3&7*&8 "11307"- THESE PLANS/DOCUMENTS HAVE BEENREVIEWED FOR COMPLIANCE WITH THEAPPLICABLE CALIFORNIA BUILDING STANDARDSCODES AS ADOPTED BY THE STATE OFCALIFORNIA AND AMENDED BY THEJURISDICTION. PLAN REVIEW ACCEPTANCE OFDOCUMENTS DOES NOT AUTHORIZECONSTRUCTION TO PROCEED IN VIOLATION OFANY FEDERAL, STATE, NOR LOCAL REGULATION. BY: _________________ DATE: ________________ True North Compliance Services, Inc. THIS SET OF THE PLANS AND SPECIFICATIONSMUST BE KEPT ON THE JOB SITE AT ALL TIMESAND IT IS UNLAWFUL TO MAKE ANY CHANGES ORALTERATIONS WITHOUT PERMISSION FROM THECITY. OCCUPANCY OF STRUCTURE(S) IS NOTPERMITTED UNTIL FINAL APPROVAL IS GRANTEDBY ALL APPLICABLE DEPARTMENTS. Areli Sanchez 10/04/2023 APPROVEDCITY OF BURLINGAME REVIEWED BY: DATE: 10/04/2023 4:51:59 PM CONCRETE SHEER WALL [ 3 ] THIN BRICK VENEER WITH FACTORY CORNERS 6" METAL STUD PARTITIONRC1RC2 1/4" tile 2 layers waterproofing 5/8" stucco 5-1/2" metal stud 1/4" tile 2 layers waterproofing concrete sheer wall SCALE 30% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 21 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 RC Placement ‘R’ Logo at Corner qty: 2 UPUPUPFDFDFDFDFDFDF.E.F.E.F.E.F.E.UPTVTVTVTVAATRANSITTVTRASHENGRAIN TVUPATVATVADISPLAYPOOLTVTVTVTVTVTVTVANNUN.PANELF.E.J66"J66"J66"J66"J66"J72"J72"J82"J82"J82"J82"J82"J82"J82"18"40" GFI18"18" GFI48"CTV48"48"CTV48"60"CTV60"60"CTV60"60"CTV60"60"CTV60"18"60"CTV60"18"18"18" GFI18"18"42" GFI42" GFI180"J40"18"18"18"18"18"42"42"24"40"40"40"40" GFI60"J60"J40" GFI18"18"18"18"18"18"40"40"60"60"40"18" GFI18"18"40"24"24"24"24"24"24"18"40"18"18"40"40"60"60"CTV110"110"CTV110"110"CTV110"110"CTVJ66"18"18"18"J66"J66"J66"24"30"J24"J24"J60"J24"J60"J24"J60"J24"J60"J24"J60"J24"J30"J30"J30"J30"JC66"C66"J64"J110"110"CTV110"110"CTV110"110"CTV18" GFIJ66"J66"J66"J66"40" GFIJ66"J66"J66"J66"K-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINA JJJJJJJJJJJJJJJJJJJJJJJJJJJJSINKDWTRASHRANGE/HOODREF.BELOWREF.BELOWSINKREFCOPIERTRASHMICROWVDWMETALKITCHEN SINK FAUCETSPURISTK-7505METALKITCHEN SINK FAUCETSPURISTK-7505JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJS4S5S2S3S1S7S13S16S17S18S15S14C3C4C6C7S6S8S12S15S9JJJJJJJJJJJJJJJJJJJ123456789*0#DNFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDHBHBHBHBHBFDF.E.F.E.F.E.F.E.F.E.FDF.E.VV2C4A4A118872D2E109643PPQU2A2AAXBX13SS3C3D3B3E2B1A5.2112125.1557.9CXRT23A4A5.192A2.131A2.142A2.143A2.144A2.145A2.14T121TRASH RM.C115TRANSF.RM. #2C114TRANSF.RM. #3C113LOADINGC112TRASH RM.C116ELECTRICALRM. #2B106E.V.A.C111DOG SPAC135CLUBLOUNGEC134CABANALOUNGEB114COURTYARD'A'C119MPOE3A5.191A2.131A2.10S01STAIR #1C117RST. RM.C118SHOWERRM.T121C113CC111C119C114C115C135C117C118C113BS011BC116BC134AT121AT121BC112AC112BC12120.92'20.92'21.40'22.00'20.05'20.44'M8AN1AN1M4C22C24F224AD1.15TYP.8AD1.15TYP.C113A22.00'8.33%8.33%2AD1.15TYP.S011AC135C2A3.1016AD1.158AD1.15TYP.1A5.18C162C116AM10F22C134BLOUVER ABOVE DOOR - SEE EXT. EL. FOR LOCATION1414CANOPY ABV.DECK ABV.**CONTRACTOR TO COORDINATE DOOR / VENT ROUGH OPENINGS WITH SHEAR WALL DESIGN PER STRUCTURAL, TYP.**TRANSFORMER EXTERIOR DOOR SHALL BE ALIGNED TO EXTERIOR FACE OF CONCRETE WALL, TYP.REMOVABLE BOLLARDS PER LANDSCAPEWALKABLE FRESH AIR INTAKE GRATEC112LS04SF-114SF-113SF-115SF-116SF-117SF-118SF-1193A5.10SEGMENT A2REFER TO 1/A1.10A2SEGMENT BREFER TO 1/A1.10BSEGMENT A2REFER TO 1/A1.10A21A3.111A6.14℄2'-2 1/2"℄2'-2 1/2"℄℄℄11'-3 1/2" 7'-9" 2'-6"℄3'-1"4'-11"LS045'-6"℄16'-1"℄℄℄6'-0"6'-9 1/2"2'-1 1/2"℄4'-3 1/2"1'-6"135.00°103.00°135.00°℄3 1/2"℄3'-7"3'-8" ℄2'-7"℄6'-1"103.00°10'-9"14'-8"14'-8"4'-7 1/2"7"℄1'-1"℄2'-2"℄2'-0"℄4'-3"℄2'-11"℄7"℄9 1/2"℄3"℄1'-5"℄14'-0"3'-0"TOPPING SLAB RATED FOR 65,000 LB CAPACITY7AD2.31221AD4.721AD4.729AD3.5619AD3.5614AD3.5677.00°℄5'-7 1/4"4DOORRESIZED4FIRERATINGUPDATELS06LS054ADDEDDOOR TOPOOLENCLOSUREGATE4ADDEDDOOR TOPOOLENCLOSUREGATE<varies>4UPDATELOUVERSIZE &REMOVEDCOLUMN3'-9 1/2"557RFI 180C162INVERTER CLO.7RFI 183LIGHTADDED7RFI 183LIGHTADDED7RFI 183LIGHTADDED7RFI 183LIGHTADDED7RFI 183LIGHTREMOVED℄℄4'-10" 4'-8"167.00°30'-7"6"18'-4"℄EQ EQ℄1'-8 3/4"℄1'-8 3/4"℄EQEQ℄1'-8"℄EQEQ℄EQEQ℄EQEQ℄EQEQ7RFI 183DIMENSIONADDED7RFI 183DIMENSIONADDED7RFI 183DIMENSIONADDED7RFI 183DIMENSIONADDED7RFI 183DIMENSIONADDED7RFI 183DIMENSIONADDED7RFI 183DIMENSIONADDEDEQEQ7RFI 183.17RFI 183.1111A3.1113UA1.1105A3℄ ℄20'-11"A1SEG A1SEG BSEG A2SEG A2CALIFORNIA DRTROUSDALE DREL CAMINO REALBLDG. 'B'BLDG. 'A'A2BWALL ASSEMBLY LEGEND TYPE I CONSTRUCTION1 HOUR FIRE PARTITIONSINGLE WALL (CORRIDORS)20 MIN.OPENINGS2 HOUR FIRE BARRIERSINGLE WALL90 MIN.3 HOUR STRUCTURAL FRAMEPRIMARY STRUCTURE, INCL. STRUCTURAL CONCRETE COLUMNSN/ANON RATED WALLCMU SINGLE WALL 90 MIN.2 HOUR FIRE BARRIER1 HOUR FIRE PARTITIONDEMISING DOUBLE WALL20 MIN.METAL STUD PARTITIONN/A2/ AD1.152/ AD1.1516/ AD1.158/ AD1.154/ AD1.1512/ AD1.15CMU SINGLE WALL 120 MIN.3 HOUR FIRE BARRIER2/ AD1.15NOTES:1. OPENINGS WITHIN EXTERIOR FIRE RATED BEARING ELEMENTS ARE NOT REQUIRED TO BE RATED PER CBC SECTION 602.12. SEE SHEET A5.OO TRASH CHUTE NOTE #6.TRASH ROOM VESTIBULE1 HOUR FIRE BARRIER(SEE NOTE #2)45 MIN.8/ AD1.15A R C H I T E C T STHIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATEISSUED ASSCALEJOB NUMBERLOS ANGELES | IRVINE | OAKLANDAs indicated1766 EL CAMINO REALCARMEL PARTNERSA1.10A1BUILDING PLAN - 1ST STORY -SEGMENT A1BURLINGAME, CA2021-038-00FORCONSTRUCTION11-27-2023 1/8" = 1'-0"11ST STORY - SEGMENT PLANS - SEGMENT A11.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.REFER TO SHEET G.10 FOR SANITARY FIXTURE CALCULATIONS.REFER TO SHEET A0.01 FOR PARKING STALL TABULATION & REFER TO SHEET 1/A8.11 FOR TYPICAL PARKING STALL LAYOUT FOR PARKING STALL CONFIGURATIONS.REFER TO SHEETS AS.10 AND AS.20 FOR DOOR AND WINDOW SCHEDULES.REFER TO SHEET A7.40 & A7.41 FOR STOREFRONTS.ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.REFER TO ENLARGED PLANS FOR INFORMATION NOT SHOWN.THESE PLANS SHOW UNIQUE INFORMATION AND UNIT-TO-UNIT RELATIONSHIPS ONLY. REFER TO ENLARGED UNIT PLANS ON A4 SERIES SHEETS FOR INFORMATION NOT SHOWN.REFER TO STRUCTURAL DRAWINGS FOR:A. SIZE AND LOCATION OF SHEAR WALLS.B. SIZE AND LOCATION OF BEARING WALLS.C. COLUMN AND BEAM SIZES.D. FLOOR SLAB THICKNESS.E. SIZE AND LOCATION OF FRAMING AND SHEATHING.F. SPECIAL NAILING AND BLOCKING.REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS.CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING EXACT TOP OF STRUCTURAL SLAB ELEVATION BASED ON CIVIL DRAWINGS.FINISHED AND SUB-SURFACE CONCRETE/PAVING THAT IS EXPOSED TO WEATHER IS TO SLOPE TO DRAIN AWAY FROM PERIMETER WALLS OF BUILDING UNLESS NOTED OTHERWISE.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8 FOR FLAME SPREAD PROVISIONS.ALL GARAGE WALLS TO BE PAINTED PER FINISH SPECIFICATIONS.AT UNIT AND OTHER FINISH SPACES PROVIDE METAL HAT CHANNEL AT ALL CONCRETE/CMU WALLS AND COLUMNS, UNLESS NOTED OTHERWISE. NOT REQUIRED AT VOID SPACES OR UNOCCUPIED SPACES.ALL STAIR, ELEVATOR, TRASH, CHUTE, AND VENTILATION SHAFTS TO BE 2-HOUR FIRE-RATED BARRIERS. REFER TO SHEET A5.00.PROVIDE ALL NECESSARY CEILING OR WALL ACCES PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.PROVIDE FIRE BLOCKING IN STUD WALL CONCEALED SPACES, INCLUDING FURRED SPACES, AT BOTH VERTICAL AND HORIZONTAL 10’-0” INTERVALS.BUILDING WILL BE FIRE SPRINKLERED THROUGHOUT.PROVIDE EXIT SIGNS CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.ALL MECHANICAL DUCTS AND PLUMBING LINES ARE TO BE RUN TIGHT TO THE UNDERSIDE OF SLAB.ALL GARAGE CEILING CLEARANCES SHALL BE 7’-6” MINIMUM CLEAR FROM ALL FIXTURES, PLUMIBING LINES, OR MECHANICAL DUCTS. ACCESSIBLE ROUTE TO ALL ACCESSIBLE PARKING STALLS SHALL BE 8’-2” MINIMUM CLEAR.RAMP SLOPE AT PARKING STALLS TO BE 6.67% MAXIMUM.SLOPE AT ACCESSIBLE ROUTE AND ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM IN ANY DIRECTION.EQUIPMENT CONCRETE PAD LOCATIONS AND SIZES TO BE COORDINATED WITH GENERAL CONTRACTOR, SUB-CONTRACTOR, AND LOCAL UTILITY COMPANY.CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.GARAGE/UNIT PLAN NOTESBUILDING SEGMENT PLANS 221111233REVISIONDESCRIPTIONDATE1 PLANCHECK #1 RESPONSE02.28.232 PLANCHECK #2 RESPONSE06.30.233 PLANCHECK #3 RESPONSE09.01.234 ASI #1 FOR CONSTRUCTION11.27.235 ASI #5 PERMIT SET UPDATES02.20.247 ASI 07 - RFI 1-35706.07.24UPUP UPFDFDFD FDFD FD F.E.F.E.F.E.F.E.UP TV TV TVTV A A TRANSIT TV TRASH ENGRAIN TV UP A TV A TV A DISPLAY POOL TV TV TV TV TV TV TV ANNUN.PANEL F.E.J66"J 66" J66" J66" J 66" J 72" J 72" J 82" J 82" J 82" J 82" J 82" J 82" J 82" 18"40" GFI18" 18" GFI 48" CTV 48" 48" CTV 48" 60"CTV 60" 60" CTV 60"60" CTV 60"60" CTV 60" 18" 60" CTV 60" 18" 18" 18" GFI 18" 18" 42" GFI42" GFI 180" J 40" 18" 18" 18"18" 18" 42" 42" 24" 40" 40" 40" 40" GFI 60"J 60" J 40" GFI 18" 18" 18" 18" 18" 18" 40"40" 60" 60" 40" 18" GFI 18"18"40" 24" 24" 24" 24" 24" 24" 18" 40" 18" 18" 40" 40" 60" 60" CTV 110" 110"CTV 110" 110"CTV 110" 110"CTV J 66" 18"18"18" J 66" J 66" J 66" 24" 30" J 24" J 24"J 60" J 24" J 60" J 24"J 60" J 24"J 60"J 24"J 60"J 24"J 30"J 30"J 30"J 30"J C66" C66" J 64" J 110" 110"CTV 110" 110"CTV 110" 110"CTV 18" GFI J 66" J 66"J66"J66" 40" GFI J 66"J66" J 66" J 66"K-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINA K-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAJ J J J J J J J J J J J J J J J J J J J J J J J J J J J SINK DW TRASH RANGE/HOOD REF.BELOWREF.BELOW SINK REF COPIER TRASH MICROWV DWMETALKITCHEN SINK FAUCETSPURISTK-7505METALKITCHEN SINK FAUCETSPURISTK-7505 JJ JJ JJJJ JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ JJ S4 S5 S2 S3 S1 S7 S13 S16 S17 S18 S15 S14 C3 C4 C6 C7 S6 S8 S12 S15 S9 JJ JJ J J J J J JJ JJ JJ JJ JJ123456789*0#DN FD FD FD FD FD FD FDFD FD FD FD FD FD FD FD FDFD HBHB HB HBHB FD F.E. F.E.F.E.F.E.F.E. FD F.E. V V2C 4A 4A 1188 7 2D 2E 109 6 4 3 P P QU 2A 2A AX BX 13 S S3C 3D3B 3E2B 1 A5.21 1212 5.1 55 7.9 CXRT 2 3A 4A5.19 2A2.13 1 A2.142A2.143 A2.14 4A2.145 A2.14 T121TRASH RM. C115 TRANSF. RM. #2 C114 TRANSF. RM. #3 C113LOADING C112TRASH RM. C116 ELECTRICAL RM. #2 B106E.V.A.C111DOG SPA C135 CLUB LOUNGE C134 CABANA LOUNGE B114 COURTYARD 'A' C119MPOE 3 A5.19 1 A2.13 1 A2.10 S01 STAIR #1 C117 RST. RM. C118 SHOWER RM. T121C113C C111C119C114 C115 C135 C117 C118 C113B S011B C116B C134A T121AT121BC112A C112B C12120.92' 20.92' 21.40'22.00' 20.05' 20.44' M8 AN1 AN1 M4 C22 C24 F22 4 AD1.15 TYP. 8 AD1.15 TYP. C113A 22.00'8.33%8.33% 2 AD1.15 TYP. S011A C135C 2 A3.10 16 AD1.15 8AD1.15 TYP.1A5.18 C162 C116A M10 F22 C134B LOUVER ABOVE DOOR - SEE EXT. EL. FOR LOCATION 14 14 CANOPY ABV. DECK ABV. **CONTRACTOR TO COORDINATE DOOR / VENT ROUGH OPENINGS WITH SHEAR WALL DESIGN PER STRUCTURAL, TYP. **TRANSFORMER EXTERIOR DOOR SHALL BE ALIGNED TO EXTERIOR FACE OF CONCRETE WALL, TYP. REMOVABLE BOLLARDS PER LANDSCAPE WALKABLE FRESH AIR INTAKE GRATE C112 LS04 SF-114SF-113SF-115 SF-116SF-117SF-118SF-1193 A5.10 SEGMENT A2REFER TO 1/A1.10A2SEGMENT BREFER TO 1/A1.10B SEGMENT A2REFER TO 1/A1.10A21 A3.11 1 A6.14℄2'-2 1/2"℄2'-2 1/2"℄℄℄11'-3 1/2" 7'-9" 2'-6"℄3'-1"4'-11" LS04 5'-6"℄16'-1"℄℄℄6'-0"6'-9 1/2"2'-1 1/2"℄4'-3 1/2"1'-6"135.00°103.00°135.00 ° ℄3 1/2" ℄3'-7"3'-8"℄2'-7"℄6'-1"103.00°10'-9"14'-8"14'-8"4'-7 1/2"7"℄1'-1"℄2'-2"℄2'-0"℄4'-3" ℄ 2'-11" ℄7"℄9 1/2"℄3"℄1'-5"℄14'-0"3'-0"TOPPING SLAB RATED FOR 65,000 LB CAPACITY 7AD2.3122 1 AD4.72 1 AD4.729 AD3.56 19 AD3.56 14 AD3.5677.00°℄5'-7 1/4" 4 DOOR RESIZED 4FIRERATINGUPDATE LS06 LS05 4 ADDED DOOR TO POOL ENCLOSURE GATE 4 ADDED DOOR TO POOL ENCLOSURE GATE <varies> 4 UPDATE LOUVER SIZE & REMOVED COLUMN 3'-9 1/2"5 5 7 RFI 180 C162 INVERTER CLO. 7RFI 183LIGHTADDED7RFI 183LIGHTADDED 7 RFI 183 LIGHT ADDED 7 RFI 183 LIGHT ADDED 7 RFI 183 LIGHT REMOVED ℄℄4'-10" 4'-8"167.00°30'-7"6"18'-4"℄EQ EQ℄1'-8 3/4"℄1'-8 3/4"℄EQEQ℄1'-8"℄EQEQ℄ EQEQ ℄ EQEQ ℄EQEQ 7 RFI 183 DIMENSION ADDED 7 RFI 183 DIMENSION ADDED 7 RFI 183 DIMENSION ADDED 7 RFI 183 DIMENSION ADDED 7 RFI 183 DIMENSION ADDED 7 RFI 183 DIMENSION ADDED 7 RFI 183 DIMENSION ADDEDEQEQ7 RFI 183.1 7 RFI 183.1 111A3.1 113UA1.1 105 A3℄℄20'-11" A1 SEG A1SEG B SEG A2SEG A2 CALIFORNIA D R TROUSDALE DREL CAMINO REAL BLDG. 'B'BLDG. 'A'A2 B WALL ASSEMBLY LEGEND TYPE I CONSTRUCTION1 HOUR FIRE PARTITIONSINGLE WALL (CORRIDORS)20 MIN.OPENINGS2 HOUR FIRE BARRIERSINGLE WALL 90 MIN.3 HOUR STRUCTURAL FRAMEPRIMARY STRUCTURE, INCL. STRUCTURAL CONCRETE COLUMNS N/ANON RATED WALLCMU SINGLE WALL 90 MIN.2 HOUR FIRE BARRIER1 HOUR FIRE PARTITIONDEMISING DOUBLE WALL 20 MIN.METAL STUD PARTITION N/A2/ AD1.152/ AD1.1516/ AD1.158/ AD1.154/ AD1.1512/ AD1.15CMU SINGLE WALL 120 MIN.3 HOUR FIRE BARRIER2/ AD1.15NOTES:1. OPENINGS WITHIN EXTERIOR FIRE RATED BEARING ELEMENTS ARE NOT REQUIRED TO BE RATED PER CBC SECTION 602.12. SEE SHEET A5.OO TRASH CHUTE NOTE #6.TRASH ROOM VESTIBULE1 HOUR FIRE BARRIER(SEE NOTE #2)45 MIN.8/ AD1.15 A R C H I T E C T S THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATE ISSUED AS SCALE JOB NUMBER LOS ANGELES | IRVINE | OAKLAND As indicated1766 EL CAMINO REALCARMEL PARTNERSA1.10A1BUILDING PLAN - 1ST STORY -SEGMENT A1BURLINGAME, CA2021-038-00 FOR CONSTRUCTION 11-27-2023 1/8" = 1'-0"1 1ST STORY - SEGMENT PLANS - SEGMENT A1 1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.REFER TO SHEET G.10 FOR SANITARY FIXTURE CALCULATIONS.REFER TO SHEET A0.01 FOR PARKING STALL TABULATION & REFER TO SHEET 1/A8.11 FOR TYPICAL PARKING STALL LAYOUT FOR PARKING STALL CONFIGURATIONS.REFER TO SHEETS AS.10 AND AS.20 FOR DOOR AND WINDOW SCHEDULES.REFER TO SHEET A7.40 & A7.41 FOR STOREFRONTS.ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.REFER TO ENLARGED PLANS FOR INFORMATION NOT SHOWN.THESE PLANS SHOW UNIQUE INFORMATION AND UNIT-TO-UNIT RELATIONSHIPS ONLY. REFER TO ENLARGED UNIT PLANS ON A4 SERIES SHEETS FOR INFORMATION NOT SHOWN.REFER TO STRUCTURAL DRAWINGS FOR:A. SIZE AND LOCATION OF SHEAR WALLS.B. SIZE AND LOCATION OF BEARING WALLS.C. COLUMN AND BEAM SIZES.D. FLOOR SLAB THICKNESS.E. SIZE AND LOCATION OF FRAMING AND SHEATHING.F. SPECIAL NAILING AND BLOCKING.REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS.CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING EXACT TOP OF STRUCTURAL SLAB ELEVATION BASED ON CIVIL DRAWINGS.FINISHED AND SUB-SURFACE CONCRETE/PAVING THAT IS EXPOSED TO WEATHER IS TO SLOPE TO DRAIN AWAY FROM PERIMETER WALLS OF BUILDING UNLESS NOTED OTHERWISE.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8 FOR FLAME SPREAD PROVISIONS.ALL GARAGE WALLS TO BE PAINTED PER FINISH SPECIFICATIONS.AT UNIT AND OTHER FINISH SPACES PROVIDE METAL HAT CHANNEL AT ALL CONCRETE/CMU WALLS AND COLUMNS, UNLESS NOTED OTHERWISE. NOT REQUIRED AT VOID SPACES OR UNOCCUPIED SPACES.ALL STAIR, ELEVATOR, TRASH, CHUTE, AND VENTILATION SHAFTS TO BE 2-HOUR FIRE-RATED BARRIERS. REFER TO SHEET A5.00.PROVIDE ALL NECESSARY CEILING OR WALL ACCES PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.PROVIDE FIRE BLOCKING IN STUD WALL CONCEALED SPACES, INCLUDING FURRED SPACES, AT BOTH VERTICAL AND HORIZONTAL 10’-0” INTERVALS.BUILDING WILL BE FIRE SPRINKLERED THROUGHOUT.PROVIDE EXIT SIGNS CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.ALL MECHANICAL DUCTS AND PLUMBING LINES ARE TO BE RUN TIGHT TO THE UNDERSIDE OF SLAB.ALL GARAGE CEILING CLEARANCES SHALL BE 7’-6” MINIMUM CLEAR FROM ALL FIXTURES, PLUMIBING LINES, OR MECHANICAL DUCTS. ACCESSIBLE ROUTE TO ALL ACCESSIBLE PARKING STALLS SHALL BE 8’-2” MINIMUM CLEAR.RAMP SLOPE AT PARKING STALLS TO BE 6.67% MAXIMUM.SLOPE AT ACCESSIBLE ROUTE AND ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM IN ANY DIRECTION.EQUIPMENT CONCRETE PAD LOCATIONS AND SIZES TO BE COORDINATED WITH GENERAL CONTRACTOR, SUB-CONTRACTOR, AND LOCAL UTILITY COMPANY.CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.GARAGE/UNIT PLAN NOTES BUILDING SEGMENT PLANS 2 2 11112 3 3 REVISIONDESCRIPTIONDATE1 PLANCHECK #1 RESPONSE02.28.232 PLANCHECK #2 RESPONSE06.30.233 PLANCHECK #3 RESPONSE09.01.234 ASI #1 FOR CONSTRUCTION11.27.235 ASI #5 PERMIT SET UPDATES02.20.247 ASI 07 - RFI 1-35706.07.24144"EQ EQ EQ EQ 144"[ 3 ] THIN BRICK VENEER WITH FACTORY CORNERS [ 3 ] THIN BRICK VENEER WITH FACTORY CORNERS CONCRETE SHEER WALL 6" METAL STUD PARTITION 111"98" RC2 RC1 RC2 RC2 RC1 RC1 SCALE 1/8" = 1'-0" SCALE 35% × (1:20) ≈ 1:57 14 = 1 75% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 22 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 RC Blocking ‘R’ Logo at Corner qty: 2 2×6 blocking shown 5 5" 5 5" 5 5"148"RC2 24"22"22" SCALE 85% × (1:20) ≈ 1:23 53 = 4 25% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 1766 EL CA MI N O R E AL BURLI N G A M E, C A RC2 RC1 Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 24 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 GA Garage Address qty: 1 GA AREA 42" × 17" = 4 96 sq ft A 0 375" flat cut metal lettering Titanium Med Oxidized finish #4 satin horizontal grain non-illuminated stud mounted to building face with 0 5" standoffs holes sealed with silicone adhesive A Titanium Med Oxidized finish example 42"10"4"3"0 375"0 5"0 875"SCALE 22% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 25 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 GA Placement Garage Address qty: 1 GA place holder (PP) interior package place holder (B8) interior package UPUPFDFDUPUPUPHBUPF.E.FEFEFDSLOPE1/4" FT.SLOPE1/4" FT.SLOPE1/4" FT.SLOPE1/4" FT.SLOPE1/4" FT. MIN.AA13.4BBE.4E.42614141617181921232424EEFFCC13151520222518.316.616.51A3.1020 BIKESB104BIKE RM. #1B105ELECTRICALRM. #32A5.22S04STAIR #4B105BB104B105AS04B1BS04B1A1A5.223A5.22B13011.70'9.00'9.00'10.91'10.91'TRENCH DRAIN, LOCATE PER STRUCT'L DETAIL, S.S.D.11.36'UP 8.33%9.00'V.I.F.S06STAIR #6S05STAIR #5GARAGE ENTRY RAMP #2UPS05B1S06B1DESIGN BUILD METAL STAIRS, PROVIDE SHOP DRAWINGS. SEE SHEET A5.00 FOR REQUIREMENTS.17'-0"DRIVE AISLE24'-0"16'-0"TYP.2AD8.1116AD8.122AD1.15TYP.S-18"S-14"S-14"S-14"S-14"S-12"S-12"S-12"S-12"S-12"3'-0"HR1'-11".(3 TREADS)2'-9"1AD8.116AD1.15A.1A.12727EDGE OF FLOOR ABOVEKNOX BOXOPENING ABOVEBROOM FINISH TRAFFIC COATING ALL ALONG GARAGE RAMP, TYP.UNDERGROUND TRANSFORMERCONCRETE WALL AND EDGE OF SLAB BELOW STAIRSSEISMIC JOINT FROM B1 TO L1, S.S.D. FOR MORE INFO.4A5.233A5.232A5.155A3.20PROVIDE WALL OPENING PER MECH.PROVIDE WALL OPENING PER MECH.3A5.211AS-18"S-8"S-12"CMU-8"CMU-8"CMU-8"CMU-8"CMU-8"S-18"S-18"S-12"CMU-8"CMU-8"CMU-8"CMU-8"CMU-8"CMU-8"2BALIGN FINISHSEGMENT A2REFER TO 1/A1.03A2SEGMENT A2REFER TO 1/A1.03A23'-6"2'-5"2'-5 1/2"1'-10"4'-4"1'-6"8"℄2'-2 1/2"℄5'-3"℄1'-0 1/2"3'-8 1/2"5'-2 1/2"2'-2"3'-6"2'-11"3'-2"℄3'-0"℄1'-1"AUDIO / VISUAL WARNING DEVICE, FINAL SPECIFICATION AND LOCATION BY OWNER22AD4.10TYP.15'-6 1/2"24K4K6'-9"5STRUCTURALCOORDINATIONUPDATE2'-1 1/2"2'-7"4'-3"1'-1"6"1A3.10*3'-4"1'-6"4'-4"3'-0"4'-0"5RFI#148DIM.SA1SEG A1SEG BSEG A2SEG A2CALIFORNIA DRTROUSDALE DREL CAMINO REALBLDG. 'B'BLDG. 'A'A2BWALL ASSEMBLY LEGEND TYPE I GARAGENON BEARING METAL STUDOPENINGS3 HR STRUCTURAL FRAMEPRIMARY STRUCTUREN/ACMU WALLBEARING / NON BEARING CMU N/ANON BEARING METAL STUDBEARING & NON-BEARING CMU90 MIN.2 HR FIRE BARRIER1 HR FIRE PARTITION20 MIN.METAL STUD PARTITIONN/ANON BEARING METAL STUD2 HR FIRE BARRIER90 MIN.(ELEVATOR SHAFTSSTAIRS)2/ AD1.1516/ AD1.158/ AD1.1512/ AD1.152/ AD1.156/ AD1.156/ AD1.152/ AD1.156/ AD1.151 HR FIRE BARRIERBEARING / NON BEARING CMU 20 MIN.2/ AD1.156/ AD1.151NON-BEARING WALL1HR METAL STUD OVER CMUN/ANON-BEARING WALL1HR METAL STUD OVER CURBN/ANON-BEARING WALL2HR METAL STUD OVER CURB90 MIN.1A2A2B10/ AD1.15NON-BEARING WALL2HR METAL STUD OVER CMU90 MIN.1B14/ AD1.1521/ AD1.1522/ AD1.15A R C H I T E C T STHIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATEISSUED ASSCALEJOB NUMBERLOS ANGELES | IRVINE | OAKLANDAs indicated1766 EL CAMINO REALCARMEL PARTNERSA1.03BBUILDING PLAN - BASEMENT 1 -SEGMENT BBURLINGAME, CA2021-038-00FORCONSTRUCTION11-27-20231/8" = 1'-0"1BASEMENT 1 - SEGMENT PLANS - SEGMENT B1. REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.3. REFER TO SHEET G.10 FOR SANITARY FIXTURE CALCULATIONS.4. REFER TO SHEET G.10 FOR PARKING STALL TABULATION.5. REFER TO TYPICAL PARKING STALL LAYOUT ON SHEET A1/A8.11 FOR TYPICAL PARKING STALL CONFIGURATIONS.6. REFER TO SHEETS AS.10, AS.11 AND AS.20 FOR DOOR AND WINDOW SCHEDULES.7. REFER TO SHEET A7.40 & A7.41 FOR STOREFRONTS.8. ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.9. REFER TO ENLARGED PLANS FOR INFORMATION NOT SHOWN.10. REFER TO STRUCTURAL DRAWINGS FOR:A. SIZE AND LOCATION OF SHEAR WALLS.B. SIZE AND LOCATION OF BEARING WALLS.C. COLUMN AND BEAM SIZES.D. FLOOR SLAB THICKNESS.11. REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS.12. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING EXACT TOP OF STRUCTURAL SLAB ELEVATION BASED ON CIVIL DRAWINGS.13. FINISHED AND SUB-SURFACE CONCRETE/PAVING THAT IS EXPOSED TO WEATHER IS TO SLOPE TO DRAIN AWAY FROM PERIMETER WALLS OF BUILDING UNLESS NOTED OTHERWISE.14. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8 FOR FLAME SPREAD PROVISIONS.15. ALL GARAGE WALLS TO BE PAINTED PER FINISH SPECIFICATIONS.16. ALL STAIR, ELEVATOR, TRASH, CHUTE, AND VENTILATION SHAFTS TO BE 2-HOUR FIRE-RATED BARRIERS. REFER TO SHEET A5.00.17. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.18. GARAGE WILL BE FIRE SPRINKLERED THROUGHOUT.19. PROVIDE EXIT SIGNS CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.20. ALL MECHANICAL DUCTS AND PLUMBING LINES ARE TO BE RUN TIGHT TO THE UNDERSIDE OF SLAB.21. ALL GARAGE CEILING CLEARANCES SHALL BE 7’-6” MINIMUM CLEAR FROM ALL FIXTURES, PLUMBING LINES, OR MECHANICAL DUCTS. ACCESSIBLE ROUTE TO ALL ACCESSIBLE PARKING STALLS SHALL BE 8’-2” MINIMUM CLEAR.22. RAMP SLOPE AT PARKING STALLS TO BE 6.67% MAXIMUM.23. SLOPE AT ACCESSIBLE ROUTE AND ACCESSIBLE PARKING STALL SHALL NOT EXCEED 2% MAXIMUM IN ANY DIRECTION.24. EQUIPMENT CONCRETE PAD LOCATIONS AND SIZES TO BE COORDINATED WITH GENERAL CONTRACTOR, SUB-CONTRACTOR, AND LOCAL UTILITY COMPANY.25. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.GARAGE PLAN NOTESBUILDING SEGMENT PLANS LEGENDMINIMUM 8'-2" HEADROOM CLEARANCE FOR DISABLED ACCESS PATH OF TRAVEL. CLEARANCES SHALL BE MEASURED FROM THE LOWEST POINT OF STRUCTURE, MECHANICAL DUCTS, UTILITY PIPING, LIGHTING FIXTURES, ETC. TO THE FINISH FLOOR LEVEL.DETECTABLE WARNING STRIP, 36" MINIMUM IN DIRECTION OF TRAVEL.-36"W-2x6WALL TAGWALL MATERIAL:M = METALCMU = CONCRETE MASONRY UNIT**W = WOODS = STRUCTURAL CONCRETE WALL**SH = SHOTCRETE WALL****SEE STRUCTURAL DRAWINGS FOR MORE INFO.WALL FRAMING WIDTH111112225STRUCTURALCOORDINATIONUPDATEREVISIONDESCRIPTIONDATE1PLANCHECK #1 RESPONSE02.28.232PLANCHECK #2 RESPONSE06.30.235ASI #5 PERMIT SET UPDATES02.20.241-"/3&7*&8"11307"-THESE PLANS/DOCUMENTS HAVE BEENREVIEWED FOR COMPLIANCE WITH THEAPPLICABLE CALIFORNIA BUILDING STANDARDSCODES AS ADOPTED BY THE STATE OFCALIFORNIA AND AMENDED BY THEJURISDICTION. PLAN REVIEW ACCEPTANCE OFDOCUMENTS DOES NOT AUTHORIZECONSTRUCTION TO PROCEED IN VIOLATION OFANY FEDERAL, STATE, NOR LOCAL REGULATION.BY: _________________ DATE: ________________True North Compliance Services, Inc.THIS SET OF THE PLANS AND SPECIFICATIONSMUST BE KEPT ON THE JOB SITE AT ALL TIMESAND IT IS UNLAWFUL TO MAKE ANY CHANGES ORALTERATIONS WITHOUT PERMISSION FROM THECITY. OCCUPANCY OF STRUCTURE(S) IS NOTPERMITTED UNTIL FINAL APPROVAL IS GRANTEDBY ALL APPLICABLE DEPARTMENTS.Areli Sanchez5/20/2024APPROVEDCity of BurlingameREVIEWED BY: DATE: 05/28/2024 7:21:53 AMRevised05/28/2024 7:22:37 AM¢L 68"152"SCALE 1/8" = 1'-0" SCALE 35% × (1:20) ≈ 1:57 14 = 1 75% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 26 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 GI Garage ID Parking qty: 1 GI 142"10"AREA 142" × 10" = 9 86 sq ft Titanium Med Oxidized finish example A 1 5" deep fabricated metal lettering Titanium Med Oxidized finish #4 satin horizontal grain non-illuminated stud mounted to building face with 0 5" standoffs holes sealed with silicone adhesive A SCALE 8 5% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570 2025-04-09 SB/EMS 10 signs 27 of 27 SignCraft, Inc. 375 Meridian Avenue San José, California 95126 www.thinksigncraft.com Carmel Partners 1000 Sansome Street 1st Floor San Francisco, California 94111 Revery fka: 1766 El Camino 1766 El Camino Real Burlingame, California 94010 GI Placement Garage ID “Parking” qty: 1 GI UP UPFDFDFDFDFD FD FDFDFD FD FD FD FD FDFD F.E.F.E.F.E.FDFDFD FDTVTVTV A A TRANSIT TV TRASH ENGRAIN TV UP AA TV TV TV TV TV TV TV ANNUN. PANELF.E.J66"J 66" J66" J66" J72"J 72"J82"J82"J 82"J 82" J 82" 18"40" GFI18" 18" GFI 60"CTV60"60"CTV60"60"CTV60" 18" 60" CTV 60" 18" 18" 18" GFI 18" 18" 42" GFI42" GFI 18" 40" 40" 40" 40" GFI 60"J 40" GFI 18" 18" 18" 18" 18" 18" 40"40" 60" 60" 40" 18" GFI 18"18"40" 24" 24" 24" 24" 24" 24" 18" 40" 18" 18" 40" 40" 60" 60" CTV 110" 110"CTV 110" 110"CTV 110" 110"CTV 18"18"18" J 66" J 66" J 66" 24" 30" J 24"J60"J24"J60"J24"J60"J24"J 60"J 24"J 60"J24"J 30"J 30"J 30"J 30"J 64"J 110" 110"CTV 110" 110"CTV 110" 110"CTV 18" GFI J40" GFI J66"J66"J66"J66"K-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINA K-4460-CSIFTONC_TOILETSVITREOUS CHINAK-4460-CSIFTONC_TOILETSVITREOUS CHINAJ J JJ JJ JJ J J J J J J JJJ J SINK DW TRASH RANGE/HOOD REF.BELOWREF.BELOW SINK REF COPIER TRASH MICROWVDWMETALKITCHEN SINK FAUCETSPURISTK-7505METALKITCHEN SINK FAUCETSPURISTK-7505 JJJJJJJJ JJ JJ JJ JJ JJ JJ JJ JJ JJ JJJJ JJ S4 S5 S2 S3 S1 S7 S13 S16 S17 S18 S15 S14 C3 C4 C6 C7 S6 S8 S12 S15 S9 JJJJ J J J J JJ JJ JJ JJ JJ123456789*0#FD UP DN UP FD FD FDFDFDFD FD FD FD FDFDFDFD FD FD FD FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD FD FDFDFD FD FD HBHBHBHBHBFD FD FE FEFEF.E.F.E.F.E.F.E.FEFD FDFD FDF.E.F.E.F.E.F.E.F.E.60" x 60" A A 11 13.42C 4A 111188772D2E L 141610109 G E E F F C 66 4 3 3.1 H H JNP 2A2A DX EXFX GX 13 1A 1C 1B 1E AA AA EE 3E3F2B 1 A5.20 2A5.20 1 A5.21 K K 1515 D 5.255 CX FF DD DD CC BBM M3G 1.8 1A3.103A2.13 1A2.152A2.15 3A2.153A2.144A2.145 A2.14 S03STAIR #3115A3.3E03ELEV. #3E02ELEV. #2 C123 ELECTRICAL RM. #1 C122 TRANSF. RM. #1 C125 POLICE DPT C124 UTILITY C111DOG SPA C130 CO-WORKING LOUNGE C100B LEASING C142WELLNESSSPA C141 YOGA / SPIN STUDIO C140 FITNESS CENTER B117COURTYARD'B' 1 A2.11 2A5.22 2 A2.10 S02 STAIR #2 E04ELEV. #4E01ELEV. #1142B1141B1R116B1C110RESTRM.(M)C109RESTRM.(F) C131 MTG. RM. 3 C132 MTG. RM. 2 C133 MTG. RM. 1 C104 OVERSIZED PACKAGE C103 RESOURCE ROOM C101 OFFICE 1 C102 OFFICE 2 C108MAILALCOVEC107SMARTPACKAGEC106RESTRM. C105 RESTRM. C111 C122 C124 C125 C123A C120E011E021E031E041 S031B S031A C100A 1A5.223A5.22C109C110 C104A C104B C106 C141A C140 C103 C143C105 144UA1 1D C130 C100CC100DC112BC121 S021A GARAGE ENTRY RAMP #123.57' 23.27' F22M8AN1M3M4M4AN1M4M4M4F23M10C22M4M10M4M4F22 M4M8M8 F3 M4M10M4 M2M4M4M4M3C120MOVINGLOBBY C140A AV CLO. 4AD1.15TYP.8AD1.15TYP.16AD1.152AD1.15TYP. 2 AD1.15 TYP. 12AD1.15LS01 LS02 2 A3.10 4A6.10 3'-11"16 AD8.12 BUILDING ENTRY SYSTEM 16AD1.15 148A4 C123 C100A MAIN LOBBY C100CORRIDORC100 C160CORRIDORC170CORR.C142A C170 C144 C141BC142B C140A C145BC145A ACCESS PANEL, SEE ELEV. FOR MORE INFO.SEE LANDSCAPE DRAWINGS FOR EXTERIOR RAMP INFO. 8 AD9.20 A.1 A.1M10M4M4M8M4M2M3M10F22M4M4M4M4M3F22M4M41616161616161616 LOUVER ABOVE DOOR - SEE EXT. EL. FOR LOCATION LOUVER ABOVE DOOR - SEE EXT. EL. FOR LOCATION 15 DECK ABV. CANOPY ABV. 2 C100B 8 A6.40 TRANSFER WALLFOR DISABLED3'-4" C160 9 A6.40 7 A6.40 TRENCH DRAIN PER CIVIL WALKABLE FRESH AIR INTAKE GRATE KNOX BOX / CARD READER KNOX BOX 5'-0"2A7.40 C133A C122B LS03 LS04 SF-105 SF-106 SF-104 SF-103 SF-102 SF-101SF-107SF-108SF-110SF-111SF-112SF-122SF-120 M4 4 A5.12 3A6.18 SIM.AN1 SEGMENT A1REFER TO 1/A1.10A1SEGMENT BREFER TO 1/A1.10BSEGMENT A1REFER TO 1/A1.10A1SEGMENT BREFER TO 1/A1.10BF20 19 AD1.15 C143SAUNA C144 STORAGE 1 A6.10 1 A6.12 ℄℄7'-9" 2'-6"4'-11"℄℄℄6'-0"6'-9 1/2"2'-1 1/2"℄4'-3"℄2'-0"℄2'-0"℄4'-3 1/2"℄℄℄℄℄℄℄℄9'-3"10'-11 1/2" 6'-3 1/2" 10'-5 1/2" 7'-0"10'-3" 6'-3 1/2" 9'-0 1/2" 7'-6" 5'-2 1/2" 10'-0" 3'-8" 7'-0" 2'-11 1/2"℄2'-0"6'-4 1/2"℄3'-2 1/2"℄℄℄5'-9"8'-5"8'-5"7'-2"℄5'-3 1/2"℄4'-4"℄4'-6"℄℄℄℄4'-5"4'-3" 11'-1"7'-1 1/2"6'-3" 10'-5 1/2"℄3'-10 1/2"12'-4"℄7'-0"℄3'-10 1/2"1'-8 1/2"℄2'-0"℄2'-0"℄℄14'-2"℄℄10'-11"℄℄5'-1 1/2" 6'-4"℄℄℄10 1/2"5'-0 1/2"4'-6 1/2"6'-5 1/2"8'-2 1/2"℄3'-10"5'-0"℄℄10'-0"7'-3"1'-2"℄℄℄℄℄℄℄℄6'-9 1/2" 10'-0"9'-6"12'-3"5'-8" 10'-1" 5'-10 1/2"18'-3"11'-1"6'-8"℄2'-0"5'-7 1/2"℄℄℄9'-6"9'-4"℄9'-9"℄3'-1"5'-6 1/2"℄3'-1"5'-1"38'-9"8'-9"8'-1"1'-6"22'-0 1/2"6'-7 1/2" 1'-1" 7'-0 1/2"℄3'-0"℄℄6'-8"77.00°135.00°167.00°103.00°℄1'-0"℄2'-8 1/2"℄1'-0"34'-10" ℄ 3'-8" ℄1'-9"℄4"℄ 7'-2"℄1'-10 1/2"℄1'-4 1/2"℄7'-4 1/2" ℄8'-4"℄2'-6"℄2'-10"℄6'-7"℄6"℄1'-4 1/2"℄℄2'-3" 8'-5"℄8'-8 1/2"℄5'-2"℄4'-10"℄6 1/2"℄4"℄1'-3"℄3'-6 1/2"℄11"℄1'-11"℄3'-6 1/2"6'-0"℄2'-0"4'-6 1/2"℄2'-3"AUDIO / VISUAL WARNING DEVICE, FINAL SPECIFICATION AND LOCATION BY OWNER 17 AD8.11 2 4 AD4.72 8'-1 1/2"17'-10"23.06' 23.06' 23.66' 555 21.98' 21.98' 19.35' 18.96' 17.66'17.14' 5RAMPCHANGESRFI 173 5 RAMP CHANGES RFI 173 8" PLINTH PROVIDESREQUIRED SLAB THICKNESS AT SLOPED SOFFIT OVERGARAGE ENTRY34'-0"103.00°7 RFI 173 1'-0 1/2"9'-2 1/2"8'-8"1'-0"1"SEE FOR MORE RAMP INFORMATION 1/ A1.11A2 7 RFI 180 140A1.2a 7 RFI 183 LIGHT ADDED℄4'-8"27'-1 1/2"5'-11"29'-4 1/2"32'-3"135.00°9'-1 1/2" 1'-0"2"12'-4"28'-9 1/2"7'-2"TYP.5'-11 1/2" ℄EQEQ ℄ EQ E Q 7 RFI 183 DIMENSION ADDED ℄EQEQ 7 RFI 183 DIMENSION ADDED ℄EQEQ ℄EQEQ℄EQEQ 7 RFI 183 DIMENSION ADDED ℄EQEQ ℄ EQEQ℄ EQEQ℄ EQEQ 7 RFI 183 DIMENSION ADDED7 RFI 183 DIMENSION ADDED 7 RFI 183 DIMENSION ADDED 7RFI 195 147A1113UA1.1119A3a118A5136UA2138A1.2 143B1.1 145B5 149B223'-3"33'-10"32'-9"6'-0"7 RFI 176 139A1.1141B1R 1A5.14 HIGH/LOW PUSH PLATES FOR LEASING ENTRY 7 RFI 176 4X_A6.1023'-6"22'-10"2"33'-10"2"18'-6" 7 RFI 287 7RFI 134.1C1507RFI 134.1 A1 SEG A1SEG B SEG A2SEG A2 CALIFORNIA D R TROUSDALE DREL CAMINO REAL BLDG. 'B'BLDG. 'A'A2 B A R C H I T E C T S THIS SET OF CONSTRUCTION DOCUMENTS HAS BEEN PREPARED FOR THE CONSTRUCTION OF AN APARTMENT PROJECT . This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA authorization is strictly forbidden.DRAWING CONTENTSISSUE DATE ISSUED AS SCALE JOB NUMBER LOS ANGELES | IRVINE | OAKLAND As indicated1766 EL CAMINO REALCARMEL PARTNERSA1.10A2BUILDING PLAN - 1ST STORY -SEGMENT A2BURLINGAME, CA2021-038-00 FOR CONSTRUCTION 11-27-2023 1/8" = 1'-0"11ST STORY - SEGMENT PLANS - SEGMENT A2 1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.REFER TO SHEET G.10 FOR SANITARY FIXTURE CALCULATIONS.REFER TO SHEET A0.01 FOR PARKING STALL TABULATION & REFER TO SHEET 1/A8.11 FOR TYPICAL PARKING STALL LAYOUT FOR PARKING STALL CONFIGURATIONS.REFER TO SHEETS AS.10 AND AS.20 FOR DOOR AND WINDOW SCHEDULES.REFER TO SHEET A7.40 & A7.41 FOR STOREFRONTS.ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.REFER TO ENLARGED PLANS FOR INFORMATION NOT SHOWN.THESE PLANS SHOW UNIQUE INFORMATION AND UNIT-TO-UNIT RELATIONSHIPS ONLY. REFER TO ENLARGED UNIT PLANS ON A4 SERIES SHEETS FOR INFORMATION NOT SHOWN.REFER TO STRUCTURAL DRAWINGS FOR:A. SIZE AND LOCATION OF SHEAR WALLS.B. SIZE AND LOCATION OF BEARING WALLS.C. COLUMN AND BEAM SIZES.D. FLOOR SLAB THICKNESS.E. SIZE AND LOCATION OF FRAMING AND SHEATHING.F. SPECIAL NAILING AND BLOCKING.REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS.CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING EXACT TOP OF STRUCTURAL SLAB ELEVATION BASED ON CIVIL DRAWINGS.FINISHED AND SUB-SURFACE CONCRETE/PAVING THAT IS EXPOSED TO WEATHER IS TO SLOPE TO DRAIN AWAY FROM PERIMETER WALLS OF BUILDING UNLESS NOTED OTHERWISE.INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8 FOR FLAME SPREAD PROVISIONS.ALL GARAGE WALLS TO BE PAINTED PER FINISH SPECIFICATIONS.AT UNIT AND OTHER FINISH SPACES PROVIDE METAL HAT CHANNEL AT ALL CONCRETE/CMU WALLS AND COLUMNS, UNLESS NOTED OTHERWISE. NOT REQUIRED AT VOID SPACES OR UNOCCUPIED SPACES.ALL STAIR, ELEVATOR, TRASH, CHUTE, AND VENTILATION SHAFTS TO BE 2-HOUR FIRE-RATED BARRIERS. REFER TO SHEET A5.00.PROVIDE ALL NECESSARY CEILING OR WALL ACCES PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.PROVIDE FIRE BLOCKING IN STUD WALL CONCEALED SPACES, INCLUDING FURRED SPACES, AT BOTH VERTICAL AND HORIZONTAL 10’-0” INTERVALS.BUILDING WILL BE FIRE SPRINKLERED THROUGHOUT.PROVIDE EXIT SIGNS CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.ALL MECHANICAL DUCTS AND PLUMBING LINES ARE TO BE RUN TIGHT TO THE UNDERSIDE OF SLAB.ALL GARAGE CEILING CLEARANCES SHALL BE 7’-6” MINIMUM CLEAR FROM ALL FIXTURES, PLUMIBING LINES, OR MECHANICAL DUCTS. ACCESSIBLE ROUTE TO ALL ACCESSIBLE PARKING STALLS SHALL BE 8’-2” MINIMUM CLEAR.RAMP SLOPE AT PARKING STALLS TO BE 6.67% MAXIMUM.SLOPE AT ACCESSIBLE ROUTE AND ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM IN ANY DIRECTION.EQUIPMENT CONCRETE PAD LOCATIONS AND SIZES TO BE COORDINATED WITH GENERAL CONTRACTOR, SUB-CONTRACTOR, AND LOCAL UTILITY COMPANY.CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.GARAGE/UNIT PLAN NOTES BUILDING SEGMENT PLANS LEGENDMINIMUM 8'-2" HEADROOM CLEARANCE FOR DISABLED ACCESS PATH OF TRAVEL. CLEARANCES SHALL BE MEASURED FROM THE LOWEST POINT OF STRUCTURE, MECHANICAL DUCTS, UTILITY PIPING, LIGHTING FIXTURES, ETC. TO THE FINISH FLOOR LEVEL.DETECTABLE WARNING STRIP, 36" MINIMUM IN DIRECTION OF TRAVEL.-36"W-2x6 WALL TAGWALL MATERIAL:M = METAL CMU = CONCRETE MASONRY UNIT**W = WOOD S = STRUCTURAL CONCRETE WALL** SH = SHOTCRETE WALL** **SEE STRUCTURAL DRAWINGS FOR MORE INFO. WALL FRAMING WIDTH 1 1 11111 1 1 11 1 1 1 2 2 2 2 2 2 REVISIONDESCRIPTIONDATE1 PLANCHECK #1 RESPONSE02.28.232 PLANCHECK #2 RESPONSE06.30.235 ASI #5 PERMIT SET UPDATES02.20.247 ASI 07 - RFI 1-35706.07.24place holder (PP) interior package place holder (B8) interior package 167 5"90"SCALE 1/8" = 1'-0" SCALE 35% × (1:20) ≈ 1:57 14 = 1 75% Docusign Envelope ID: B45BB768-F00D-4283-B1C2-BFE10EC25570