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BWFE2022-0132ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT R D OLSON 400 SPECTRUM CENTER DR. STE 1200 IRVINE CA 92618 (714)920-7537 ssheinberg@RDOLSON. COM CONTRACTOR R D OLSON 225 Broadway Suite 100 IRVINE CA 92618 (714)920-7537 ssheinberg@RDOLSON. COM OWNER THE ROBERT GREEN COMPANY 343 Fourth Ave SAN DIEGO CA 92101 (714)920-7537 Josh@therobertgreenc ompany.com CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL DUANE CLAYTON 5/13/2022 5/13/2022 - NOTIFIED APPLICANT THAT PLAN REVIEW IS COMPLETE AND APPROVED. CONDITIONS Description: ROBERT GREEN COMPANY / 155LF RETAINING WALLS Type: WALL/FENCE (WEB)Subtype: SPECIAL/ENGINEERED DESIGN Status: ISSUED Applied: 4/11/2022 ECON Parcel No: 777490014 Site Address: 79179 AHMANSON LN LA QUINTA,CA 92253 Approved: 5/13/2022 DCL Subdivision: PM 33367 Block: Lot: 22 Issued: 5/13/2022 AOR Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $40,000.00 Occupancy Type: Construction Type: Expired: 5/13/2023 AOR No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 155LF OF 2' - 7'-4" RETAINING WALL AT THE NORTHEAST CORNER OF MAIN HOTEL [COFFMAN ENGINEERING]. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING CODES. FINANCIAL INFORMATION Printed: Tuesday, July 19, 2022 10:18:07 AM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2022-0132 BOND INFORMATION INSPECTIONS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG NS - ETRAKIT (1 DAY) DUANE CLAYTON 4/11/2022 4/12/2022 5/13/2022 APPROVED - SEE APPROVED PLAN SET IN ATTAHCMENTS. PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY WALL/FENCE - EA ADDITIONAL 50LF 101-0000-42404 0 $33.34 $33.34 5/13/22 WEB11727 637144907 50 CREDIT 953845 ECON WALL/FENCE - FIRST 100LF 101-0000-42404 0 $55.58 $55.58 5/13/22 WEB11727 637144907 50 CREDIT 953845 ECON WALL/FENCE - FIRST 100LF PC 101-0000-42600 0 $69.47 $69.47 5/13/22 WEB11727 637144907 50 CREDIT 953845 ECON Total Paid for BLOCK WALL 2021: $158.39 $158.39 BSAS SB1473 FEE 101-0000-20306 0 $2.00 $2.00 5/13/22 WEB11727 637144907 50 CREDIT 953845 ECON Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 $2.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 5/13/22 WEB11727 637144907 50 CREDIT 953845 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 5/13/22 WEB11727 637144907 50 CREDIT 953845 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$176.39 $176.39 Printed: Tuesday, July 19, 2022 10:18:07 AM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2022-0132 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/13/2022 DUANE CLAYTON PLAN SET (APPROVED)BWFE2022-0132 - PLAN SET (APPROVED).pdf 1 DOC 4/11/2022 Etrakit Contractor MONTAGE HOTEL & SPA, LA QUINTA - H1 RETAINING WALL H1 Retaining wall.pdf 1 Printed: Tuesday, July 19, 2022 10:18:07 AM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2022-0132 Gensler Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United StatesSILVERROCK LODGING, LLC MONTAGE LA QUINTA - MAIN HOTEL & SPA 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 55 . 7 5 9 8 . 0 0 0 _ H 1 M O N T A G E L A Q U I N T A - M A I N H O T E L & SP A DEVELOPER 3551 Fortuna Ranch Road Encinitas, CA 92024 760.634.6543 SilverRock Lodging, LLC CIVIL ENGINEER 75-410 Gerald Ford Drive Suite 100 Palm Desert, CA 92211 760.346.7481 Michael Baker International LANDSCAPE 307 S. Cedros Ave. Solana Beach, CA 92075 858.794.7481 Burton Landscape Architecture Studio MECHANICAL AND PLUMBING ENGINEER 1165 Joshua Way Vista, CA 92081 760.599.0500 ICS STRUCTURAL ENGINEER 1455 Frazee Road Suite 600 San Diego, CA 92108 619.321.0798 Coffman Engineers, Inc. ELECTRICAL ENGINEER 2778 Loker Avenue West Carlsbad, CA 92010 760.692.0700 Rowan Electric INTERIOR DESIGNER 465 California Street Suite 350 San Francisco, CA 94101 415.291.8100 Brayton Hughes Design Studio FOOD SERVICE 240 3rd Street Suite 2B Oakland, CA 94607 415.677.1200 The Marshall Associates ACOUSTIC 1935 N. Marshall Avenue El Cajon, CA 92020 619.596.4800 Idibri, Inc. MONTAGE HOTEL - ISSUE FOR CONSTRUCTION 09/08/2020 VOLUME 1 OF 3 VOLUME 1 CONTENTS: GENERAL SHEETS CIVIL H1 ARCHITECTURE H1 STRUCTURAL H1 MECHANICAL H1 PLUMBING H1 ELECTRICAL GENSLER PROJECT NUMBER: 055.7598.000 B TYP. VOLUME 2 OF 4 1s t R e l e a s e d b y R o b e r t G r e e n f o r G M P R e f r e s h o n 4 / 1 5 / 2 1 1s t R e l e a s e d b y R o b e r t G r e e n f o r G M P R e f r e s h o n 4 / 1 6 / 2 1 BWFE2022-0132 - 79179 AHMANSON WAY ROBERT GREEN COMPANY / 155LF RETAINING WALLS 155LF OF 2' - 7'-4" RETAINING WALL AT THE NORTHEAST CORNER OF MAIN HOTEL [COFFMAN ENGINEERING]. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING CODES. 05/13/2022 PROJECT SITE PROJECT SITE © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2020 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 12" = 1'-0" 8/14/2020 8:06:00 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/H1_GEN_Architecture_55.7598.004_R19.rvt MH G00.001 CODE ANALYSIS / PROJECT INFORMATION 55.7598.000_H1 MONTAGE LA QUINTA - MAIN HOTEL & SPA SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 VICINITY MAP BUILDING CODE DATAAPPLICABLE CODES AND REGULATIONS LOCATION MAP CALIFORNIA CODE OF REGULATIONS (CCR): TITLE 8: INDUSTRIAL RELATIONS TITLE 17: PUBLIC HEALTH TITLE 19: PUBLIC SAFETY TITLE 20: PUBLIC UTILITIES AND ENERGY TITLE 21: PUBLIC WORKS TITLE 24: CALIFORNIA BUILDING STANDARDS CODE •PART 1: 2016 BUILDING STANDARDS ADMINISTRATIVE CODE •PART 2: 2016 CALIFORNIA BUILDING CODE •PART 3: 2016 CALIFORNIA ELECTRICAL CODE •PART 4: 2016 CALIFORNIA MECHANICAL CODE •PART 5: 2016 CALIFORNIA PLUMBING CODE •PART 6: 2016 CALIFORNIA ENERGY CODE •PART 9: 2016 CALIFORNIA FIRE CODE •PART 11: 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE •PART 12: 2016 CALIFORNIA REFERENCE STANDARDS CODE TITLE 25: HOUSING AND COMMUNITY DEVELOPMENT TITLE 26: TOXICS CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT CALIFORNIA ENVIRONMENTAL QUALITY ACT REQUIREMENTS OF THE REGIONAL WATER QUALITY BOARD REQUIREMENTS OF THE STATE FIRE MARSHALL & RIVERSIDE COUNTY FIRE DEPARTMENT CITY OF LA QUINTA MUNICIPAL CODE, TITLE 08, 09,12,13,14 NFPA NATIONAL FIRE PROTECTION AGENCY 101 LIFE SAFETY CODE NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2016 EDITION; NFPA 24 PRIVATE FIRE MAINS 2016 EDITION NFPA 72 NATIONAL FIRE ALARM CODE 2016 EDITION ASHRAE INDOOR AIR QUALITY STANDARD 62-1989 2010 ADA ACCESSIBILITY GUIDELINES FOR THE AMERICANS WITH DISABILITIES ACT, TITLE 24 ADAAG MONTAGE HOTEL RECEPTION & FOOD SERVICE BUILDING CODE SUMMARY CONSTRUCTION TYPE:VB FIRE PROTECTION:SPRINKLER PER CBC 2016, 903.3.1.1 / NFPA 13 OCCUPANCY:A-2 AND B NONSEPARATED OCCUPANCY (CBC 2016, SECTION 304/508.3) BUILDING HEIGHT:20’HEIGHT –ALLOWABLE 40’MAXIMUM HEIGHT, WITH AREA INCREASE (CBC 2016, TABLE 504.3) STORIES: 1 STORY –ALLOWABLE 1 STORY, WITH AREA INCREASE (CBC 2016, TABLE 504.3) AREAS:28,000 GSF –ALLOWABLE 28500 GSF WITH AREA INCREASE(CBC 2016 506.2 & 506.3) INCREASE CALCULATION: 24,000 + (6000 X 0.75 ) = 24000 + 4500 = 28500 GSF W = 837'X30)/ 837 = 30 IF = 837/837 X 30/30.75 X 1 = 0.75 FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS BUILDING ELEMENT FIRE RATING (HR) PRIMARY STRUCTURAL FRAME 0 BEARING WALLS, EXTERIOR 0 BEARING WALLS, INTERIOR 0 NONBEARING WALLS, EXTERIOR 0 NONBEARING WALLS, INTERIOR 0 FLOOR CONSTRUCTION N/A & SECONDARY MEMBERS ROOF & ROOF OVERHANGS 0 STAIRS N/A CORRIDORS PER CBC 2016 2010.1 0 FIRE SEPARATION:< 10’= 1 HR. / >10’= 0 HR. ROOF OVERHANGS: FIRE SEPARATION DISTANCE <2’= NOT ALLOWED; 2-3’=24”; >3’24”+8”FOR EVERY FOOT FSD BEYOND 3’ ROOF CLASS:CLASS A (PER LA QUINTA ORDINANCE) MONTAGE HOTEL POOL STRUCTURES CODE SUMMARY CONSTRUCTION TYPE:VB FIRE PROTECTION:SPRINKLER PER CBC 2016, 903.3.1.1 / NFPA 13 OCCUPANCY:A-3 AND ACCESSORY B (CBC 2016, SECTION 304) BUILDING HEIGHT:20’HEIGHT –ALLOWABLE 40’MAXIMUM HEIGHT, WITH AREA INCREASE (CBC 2016, TABLE 504.3) STORIES: 1 STORY –ALLOWABLE 1 STORY, WITH AREA INCREASE (CBC 2016, TABLE 504.3) AREAS:4000 GSF POOL STRUCTURES –ALLOWABLE 24000 GSF WITHOUT INCREASE (CBC 2016 506.2 & 506.3) FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS BUILDING ELEMENT FIRE RATING (HR) PRIMARY STRUCTURAL FRAME 0 BEARING WALLS, EXTERIOR 0 BEARING WALLS, INTERIOR 0 NONBEARING WALLS, EXTERIOR 0 NONBEARING WALLS, INTERIOR 0 FLOOR CONSTRUCTION N/A & SECONDARY MEMBERS ROOF & ROOF OVERHANGS 0 STAIRS N/A CORRIDORS (PER CBC 2016 2010.1)0 FIRE SEPARATION:< 10’= 1 HR. / >10’= 0 HR. ROOF OVERHANGS: FIRE SEPARATION DISTANCE <2’= NOT ALLOWED; 2-3’=24”; >3’24”+8”FOR EVERY FOOT FSD BEYOND 3’ ROOF CLASS:A PER CBC 1505.1.1. (THE PROJECT IS IN A NON-VHFHSZ PER FHZS-LRA MAP 12.24.2019) MONTAGE HOTEL SPA BUILDING CODE SUMMARY CONSTRUCTION TYPE:VB FIRE PROTECTION:SPRINKLER PER CBC 2016, 903.3.1.1 / NFPA 13 OCCUPANCY:A-3 AND ACCESSORY B (CBC 2016, SECTION 304) BUILDING HEIGHT:20’HEIGHT –ALLOWABLE 40’MAXIMUM HEIGHT, WITH AREA INCREASE (CBC 2016, TABLE 504.3) STORIES: 1 STORY –ALLOWABLE 1 STORY, WITH AREA INCREASE (CBC 2016, TABLE 504.3) AREAS:20,000 GSF SPA BUILDING –ALLOWABLE 24000 GSF WITHOUT INCREASE (CBC 2016 506.2 & 506.3) FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS BUILDING ELEMENT FIRE RATING (HR) PRIMARY STRUCTURAL FRAME 0 BEARING WALLS, EXTERIOR 0 BEARING WALLS, INTERIOR 0 NONBEARING WALLS, EXTERIOR 0 NONBEARING WALLS, INTERIOR 0 FLOOR CONSTRUCTION N/A & SECONDARY MEMBERS ROOF & ROOF OVERHANGS 0 STAIRS N/A CORRIDORS (PER CBC 2016 2010.1)0 FIRE SEPARATION:< 10’= 1 HR. / >10’= 0 HR. ROOF OVERHANGS: FIRE SEPARATION DISTANCE <2’= NOT ALLOWED; 2-3’=24”; >3’24”+8”FOR EVERY FOOT FSD BEYOND 3’ ROOF CLASS:CLASS A (PER LA QUINTA ORDINANCE) PROJECT INFORMATION SCOPE OF WORK SUBMITTAL DOCUMENTS FOR FIRE DEPARTMENT ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE FIRE DEPARTMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE FIRE DEPARTMENT ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ITEMS TO HAVE FIRE DEPARTMENT SUBMITTALS AND PERMITS INCLUDE: 1.FIRE SPRINKLER SYSTEMS AND CALCULATIONS 2.ALARMS SYSTEMS 3.PRIVATE FIRE MAINS 4. FACILITY UNIT ADDRESSING PLAN FIRE DEPT. SUBMITTALS & PERMITS NEW CONSTRUCTION OF HOTEL AND SPA BUILDINGS, INCLUDING POOLS AND ACCESSORY STRUCTURES. NEW LANDSCAPE, SITE ACCESS, SITE DRY UTILITIES, AND SITE LIGHTING. RELATED BUT SEPERATE PERMITS ARE BEING PROCESSED FOR GRADING, STORM WATER & WET-UTILITIES AND HEALTH DEPARTMENT PERMITS RELATED TO FOOD SERVICES AND POOLS. SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL COMPLIANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ITEMS TO HAVE DEFERRED SUBMITTAL INCLUDE: 1. FIRE SPRINKLER SYSTEM 2016 CFC 903 AND 2016 NFPA 13 2. FIRE ALARM SYSTEM 3. CURTAINWALL SYSTEM 4. STOREFRONT SYSTEM 5. POOLS & WATER FEATURE 6. HOOD FIRE SUPPRESSION SYSTEM 7. PRIVATE FIRE MAINS 8. FUEL GENERATOR 9. SAUNA AND STEAM ROOM DEFERRED SUBMITTALS BUILDING OWNER: TENANT: ARCHITECT GENERAL CONTRACTOR INTERIOR ARCHITECT STRUCTURAL ELECTRICAL MECHANICAL / PLUMBING FIRE SUPPRESSION LOW VOLTAGE NAME: SILVERROCK LODGING, LLC ADDRESS: 3551 FORTUNA RANCH ROAD ENCINITAS, CA 92024 CONTACT: BILL ENGLE TELEPHONE: 760.634.6543 EMAIL: bill@therobertgreencompany.com NAME: MONTAGE INTERNATIONAL ADDRESS: 30801 SOUTH COAST HIGHWAY LAGUNA BEACH, CA 92651 CONTACT: MICHAEL PANERI TELEPHONE: 949.715.5005 EMAIL: mike.paneri@montage.com NAME: GENSLER ADDRESS: 225 BROADWAY SUITE 100 SAN DIEGO, CA 92101 CONTACT: ANDREW MICHAJLENKO TELEPHONE: 619.557.2500 FAX: 619.557.2520 EMAIL: andrew_michajlenko@gensler.com NAME RD OLSON ADDRESS 2955 MAIN ST., 3rd FLOOR IRVINE, CA 92614 CONTACT: JOHN RAMIREZ TELEPHONE: 949.474.2001 EMAIL: robert@fdgroup.us NAME: BRAYTON HUGHES ADDRESS: 465 CALIFORNIA STREET SUITE 350 SAN FRANCISCO, CA 94101 CONTACT: ROBEL DIMAANO TELEPHONE: 415.291.8100 EMAIL: rdimaano@bhdstudios.com NAME: COFFMAN ADDRESS: 1455 FRAZEE ROAD SUITE 600 SAN DIEGO, CA 92108 CONTACT: JIM AMUNDSON TELEPHONE: 619.321.0798 EMAIL: jim.amundson@coffman.com NAME: ROWAN ELECTRIC ADDRESS: 2778 LOKER AVENUE WEST CARLSBAD, CA 92010 CONTACT: PAUL ROWAN TELEPHONE: 619.719.8929 EMAIL: paul@rowanelectric.com NAME: MA ENGINEERS ADDRESS: 5160 CARROLL CANYON RD #200 SAN DIEGO, CA 92121 CONTACT: DAVID NOJI TELEPHONE: 858.200.0030 EMAIL: dnoji@ma-engr.com NAME: N/P MECHANCIAL ADDRESS: 9225 STELLAR COURT SUITE A CORONA, CA 92883 CONTACT: ALDO ANGELLO TELEPHONE: 951.667.4220 EMAIL: aldo.angello@riceservicesinc.com NAME: ULTIMATE COMMUNICATIONS SYSTEMS ADDRESS: 2579 W WOODLAND DR ANAHEIM, CA 92801 CONTACT: ROBERT BOHAN TELEPHONE: 714.484.3101 EMAIL: rbohan@ucomsys.com MONTAGE SITE PA 2 APN:777-490-041 PARCEL:4 OF PM 37207 ADDRESS: 52-000 SILVERROCK WAY LA QUINTA, CA 92253 PLUMBING FIXTURE COUNTS A 2019_10-29 PERMIT SET A 2019_12-13 CD - PERMIT 2ND CYCLE B 2020_01-31 CD - PERMIT 3RD CYCLE C 2020_05-08 CD - PERMIT 4TH CYCLE 1 2020_09-08 ISSUE FOR CONSTRUCTION B B TYP. C C 1s t R e l e a s e d f o r G M P R e f r e s h b y R o b e r t G r e e n o n 4 / 1 6 / 2 1 THE PROJECT SHALL CONSISTS OF THE CONSTRUCTION OF APPROXIMATELY 155 LINEAR FEET OF CAST IN PLACE RETAINING WALL, VARYING UP TO 7'-4" TALL. MH G00.001 H1 A01.101 CH A08.120 CH A08.121 MH S08.103 PROJECT DATA, DRAWING INDEX ENLARGED SITE PLAN, LEGEND CONSTRUCTION DETAILS CONSTRUCTION DETAILS STRUCTURAL DETAILS DRAWING INDEX NUMBER NAME 05/13/2022 2 3 4 5 C K G F 7 10.3 11 E 1211.5 A N P K.7 10.6 1 H1 A04.100 _________1 H1 A04.100 _________ 2 H1 A04.100 _________ 2 H1 A04.100 _________ H 02 H1 A04.201 _________ 06 H1 A04.201 _________ MA T C H L I N E S E E / 1 H1 A 0 1 . 1 0 3 MA T C H L I N E S E E / 1 H1 A 0 1 . 1 0 2 6 8 8.5 9 10 13 14 15 B D G.5 J L M 06 H1 A04.200 _________ 03 H1 A04.200 _________ 01 H1 A04.200 _________ 04 H1 A04.201 _________ 05 H1 A04.201 _________ 03 H1 A04.201 _________ Q R S T U 13.511.810.59.7 10.4 EL. 0" EL. 0" EL. 0" EL. 0" 02 H1 A04.200 _________ 04 H1 A04.200 _________05 H1 A04.200 _________ EL. 5 1/2"EL. -2" MATCH LINE SEE /1 H1 A01.102 MATCH LINE SEE /1 H1 A01.104 17' - 11 3/8" 7' - 2" 25' - 3 1/2" 26 ' - 1 " 24 ' - 4 " 16 ' - 1 0 " 18 ' - 0 " 10 ' - 3 1 / 2 " 6' - 0 " 12 ' - 9 " 13 ' - 2 " 8' - 1 1 " 6' - 1 1 " 9' - 7 " 5' - 5 " 14 ' - 9 1 / 2 " 6' - 5 1 / 2 " 10 ' - 9 " 9' - 1 1 / 2 " 15 ' - 0 1 / 2 " 7' - 2" 18' - 0" 32' - 0" 14' - 4 1/2" 12' - 6" 16' - 5 1/2" 12' - 8" 11' - 8" 10' - 11" 11' - 8" 11' - 11" 14' - 11 1/2" 15' - 6" 16' - 2 1/2" 11' - 1 1/2" 14' - 5" 21' - 4 1/2" 16 4 ' - 0 1 / 2 " 44 ' - 0 1 / 2 " 54 ' - 4 " 33 ' - 1 0 " 19' - 2 5/8" 2 0' - 1 1/8" 8 3' - 1 1 3 / 4 " 2 4 ' - 9 5 / 8 " 7 ' - 7 7 / 8 " CONCRETE SLAB 3 1/2" CONC. CURB EXPOSED SOIL DEPRESSED SLAB BEVERAGE/REFRIG CONDUIT LINE, SEE FOOD SERVICE DWGS. 6" CONC. CURB SHEET NOTES LEGEND KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2020 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States H2 SS CC MC PA 4 PA 2 PA 5 PA 10A PA 6 CH R2 R3 H1 GR HS AH R1 As indicated 4/4/2022 12:32:59 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/H1_GEN_Architecture_55.7598.004_R19.rvt H1 A01.101 OVERALL SLAB EDGE PLAN - OVERALL 55.7598.000_H1 MONTAGE LA QUINTA - MAIN HOTEL & SPA SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 SCALE:1/16" = 1'-0" SLAB EDGE PLAN - LEVEL 01 -OVERALL HOTEL BLDG1 2 40 168 GENERAL NOTES 1- SLAB DEPRESSIONS AND SLABS PENETRATIONS ARE SHOWN WITHOUT CONSTRUCTION TOLERANCES. CONTRACTOR TO ALLOW FOR TOLERANCES AS NECESSARY. PLEASE REVIEW C, M P, E, LV AND FOOD SERVICE FOR UNDERGROUND LINES TO BE INSTALLED. 2019_10-29 PERMIT SET A 2019_12-13 CD - PERMIT 2ND CYCLE B 2020_01-31 CD - PERMIT 3RD CYCLE C 2020_05-08 CD - PERMIT 4TH CYCLE 1 2020_09-08 ISSUE FOR CONSTRUCTION 7 MH S08.103 7 MH S08.103 SLOPING RETAINING WALL, MAX 7.33', REFER TO CIVIL SLOPING RETAINING WALL MAX 4.67', REFER TO CIVIL 05/13/2022 ROOF HATCH SINGLE PLY FLASHING MEMBRANE, CONTINUOUSLY HEAT WELDED TO ADJACENT SINGLE PLY ROOFING RIGID INSULATION INFILL, PROVIDE OVERBOARD OVER INFILL PRIOR TO ROOFING ROOF DECK, PER STRUCT. DWGS COUNTERFLASHING, BY HATCH MANUF. CONT. CURB, BY HATCH MANUF. MECHANICALLY FASTEN PER MANUF. (TYPICAL) MECHANICALLY FASTEN PER MANUF. (TYPICAL) SINGLE PLY ROOFING MEMBRANE ROOF PER ASSEMBLY / SLOPE TO DRAIN TJI FRAMING. SSD ACCESS LADDER, INTEGRAL 42" GUARDRAIL WITH COIL SPRING GATE PER MANUF. A - F.F. NOTE: 1. EXTEND ROOFING UP AND BEHIND BASE FLASHING 2. SET HATCH ASSEMBLY IN MASTIC OVER BASE FLASH. ROOF HATCH ASSEMBLY FRAMING PER STRUCTURAL LADDER SUPPORT STUDS WOOD STUDS @ 16" O.C. @ WOOD STUDS 3/8" X 2 1/2" BENT PLATE. WELD TO STRINGER @ BACKING PLATE @ 4'-0" O.C. MAX. 3/8" STEEL PLATE BOLTED TO WOOD STUDS WOOD STUDS @ 16" O.C. MAX. SECTION @ WOOD STUDS B - A - 18" 12" O.C. MAX 3/8" X 2 1/2" STRINGER. BEND 3" LONG @ FLOOR. ANCHOR W/ 1/2" DIA HILTI "KWIK BOLTS" KB-3 - EMBED 2 1/4" PER ICBO #ESR-1385. F.F. 1 1/4" DIA. STEEL BAR ELEVATION - LADDER BASE C - 7" MIN. SECTION THRU ROOF ACCESS LADDER & HATCH B - INTEGRAL 42" GUARDRAIL WITH COIL SPRING GATE PER MANUF. 8" 4" C - CONCRETE FLATWORK WITH BROOM FINISH, MATCH LANDSCAPE COLOR, SLOPE TO DRAIN CONC. FOOTING / FOUNDATION. SSD SCHEDULED CMU WALL GSM WEEP SCREED, FINISH TO MATCH INTEGRAL EXTERIOR PLASTER COLOR 7/8" 3-COAT CEMENT PLASTER EXPANSION FILLER WITH BRS 6" MORTAR BED SLOPE 1/2" PER FT. MIN. WATER PROOF 'PARGE' COAT TO MATCH ADJACENT CEMENT PLASTER 4" M I N . NOTE: RAIN CHAIN (3) AT HIGH ROOF CONCEALED GUTTER (41) TO ALIGN WITH AND LOAD INTO LOW ROOF CONCEALED GUTTER (41). SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States As indicated 8/14/2020 10:46:12 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/CH_GEN_Architecture_55.7598.610_R19.rvt CH A08.120 EXTERIOR DETAILS 55.7598.610 MONTAGE LA QUINTA - GOLF CLUBHOUSE SILVERROCK LODGING, LLC SILVERROCK WAY, LA QUINTA, CA 92253 SCALE:3" = 1'-0" ROOF HATCH02 SCALE:1/2" = 1'-0" ROOF HATCH ACCESS LADDER01SCALE:3" = 1'-0" TYP. EXT CMU WALL AT LANDSCAPE03 SCALE: HIGH ROOF TO LOW ROOF RAIN CHAIN TRANSITION04 03 41 41 62 03 RAIN CHAIN 41 CUSTOM CONCEALED GUTTER W/ MTL. FASCIA 62 RAIN CHAIN TERMINATION AT GRADE. SLAD A A A 2 2 2019_11-25 PERMIT SET A 2020_01-17 CD - PERMIT 2ND CYCLE 1 2020_03-06 GMP PROGRESS PLOT B 2020_04-03 CD - PERMIT 3RD CYCLE C 2020_05-22 CD - PERMIT 4TH CYCLE 2 2020_09-08 ISSUE FOR CONSTRUCTION 2 05/13/2022 O.S.D. CAST IRON COLLAR W/ MIN. 2" OFFSET ABOVE ROOF DRAIN TAPPER SPRAY FOAM ROOFING W/ SILICONE TOP- COAT GLASS MAT SHTG, DENS DEK OR EQUAL LOW-PROFILE CAST IRON STRAINER BASKET, PAINTED BLUE 16 GA. GALV. SILL PAN SUMP W/ SOLDERED 1" RETURN DAM, PRIME ALL METAL SURFACES AS REQ'D 1" 30 DRY MILS SPRAYCOAT SILICONE IN A MIN. OF TWO PASSES TO TERMINATE INSIDE DRAIN BOWL, TYP. 3' - 6" 1' - 3" 1' - 3" SL O P E SL O P E SL O P E SL O P E SLOPE SLOPE AREA OF DRAINAGE PAN 16 GA. SILL PAN SUMP 02 CH A08.121 _________ WALL PER PLAN CLR 2" WALL PER PLAN J-MOLD ROOF DECK, PER STRUCT. DWGS STRAP AND WORM GEAR CLAMP FLUE STACK HEAT WELD TJI FRAMING. SSD FLUE SLEEVE INSULATION RAIN HOOD SINGLE PLY ROOFING MEMBRANE SINGLE PLY ROOFING MEMBRANE HEAT WELD SINGLE PLY ROOFING MEMBRANE COMPATIBLE SEALANT WALL PER PLAN. "ONE BLOCK" RETURN. FINISH AROUND CORNER 2-PLY WRB 7/8" 3-COAT CEMENT PLASTER O/ MTL. LATH MISTER. SEE RCP FOR LOCATION EXTRUDED ALUMINUM CEMENT PLASTER CHANNEL SCREED PUSH-IN FASCIA SCHEDULED ROOF ASSEMBLY. PROVIDE BLOCKING FOR ATTACHMENT ROOF FRAMING. SEE ASSEMBLY SCHEDULE. SSD SCHEDULED ROOF 2-PLY WRB STRUCTURAL BEAM. SSD PIPE COLUMN. SSD ALUM. REVEAL MOULDING CEMENT PLASTER MITRE AND EPOXY STONE AT CORNER , WRAP SAME PIECE TO MATCH PROFILE, STAGGER VERTICAL JOINTS SCHEDULED WALL PER PLAN BRS 7/8" 3-COAT CEMENT PLASTER O/ MTL. LATH SCHEDULED WALL PER PLAN SCHEDULED WALL PER PLAN1/2". MAX © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States As indicated 8/14/2020 10:46:16 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/CH_GEN_Architecture_55.7598.610_R19.rvt CH A08.121 EXTERIOR DETAILS 55.7598.610 MONTAGE LA QUINTA - GOLF CLUBHOUSE SILVERROCK LODGING, LLC SILVERROCK WAY, LA QUINTA, CA 92253 A SCALE:1 1/2" = 1'-0" ROOF DRAIN02 SCALE:1 1/2" = 1'-0" ROOF DRAIN SUMP - PLAN01 SCALE:3" = 1'-0" PLAN DETAIL - SCREEN WALL END CONDITION03 SCALE:3" = 1'-0" CHIMNEY DETAIL05 SCALE:3" = 1'-0" PLAN DETAIL - CMU WALL RETURN04 SCALE:3" = 1'-0" MISTER DETAIL11 SCALE:3" = 1'-0" SECTION DETAIL - COLUMN AT SOFFIT09 1 1 SCALE:3" = 1'-0" PLAN DETAIL - EXT WALL TILE TO TILE CORNER08 SCALE:3" = 1'-0" PLAN DETAIL - EXT WALL TILE TO STUCCO CORNER07 1 1 2019_11-25 PERMIT SET A 2020_01-17 CD - PERMIT 2ND CYCLE 1 2020_03-06 GMP PROGRESS PLOT B 2020_04-03 CD - PERMIT 3RD CYCLE C 2020_05-22 CD - PERMIT 4TH CYCLE 2 2020_09-08 ISSUE FOR CONSTRUCTION 05/13/2022 05/13/2022 FOR REFERENCE ONLY