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BWFE2022-0098
ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT GENSLER SAN DIEGO 225 BROADWAY STE 100 SAN DIEGO CA 92101 (949)222-3743 teaka_mccarthy@gensl er.com CONTRACTOR R D OLSON 400 SPECTRUM CENTER DR. STE 1200 IRVINE CA 92618 (949)222-3743 JRAMIREZ@RDOLSON. COM CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES READY TO ISSUE CHECKLIST DUANE CLAYTON 3/3/2022 PENDING - PLANNING APPROVAL REQUIRED. CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE DUANE CLAYTON 3/3/2022 3/10/2022 - PENDING PLANNING REVIEW. CHECK STATUS. CONDITIONS Description: SILVER ROCK/MEETING CENTER 28LF OF GARDEN WALLS Type: WALL/FENCE (WEB)Subtype: SPECIAL/ENGINEERED DESIGN Status: ISSUED Applied: 3/3/2022 DCL Parcel No: 777490011 Site Address: 52005 SILVERROCK WY LA QUINTA,CA 92253 Approved: 3/3/2022 DCL Subdivision: Block: Lot: Issued: 3/24/2022 AOR Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $20,000.00 Occupancy Type: Construction Type: Expired: 3/24/2023 AOR No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 28LF OF 7' CMU WALLS AT EAST SIDE OF MEETING CENTER BUILDING [COFFMAN ENGINEERING]. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING CODES. Printed: Tuesday, July 19, 2022 8:47:58 AM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2022-0098 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL OWNER SILVERROCK PHASE 1 3551 FONTUNA RANCH RD ENCINITAS CA 92924 (949)222-3743 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY WALL/FENCE - FIRST 100LF 101-0000-42404 0 $55.58 $55.58 3/24/22 WEB11127 636160092 36 CREDIT 953845 ECON WALL/FENCE - FIRST 100LF PC 101-0000-42600 0 $69.47 $69.47 3/24/22 WEB11127 636160092 36 CREDIT 953845 ECON Total Paid for BLOCK WALL 2021: $125.05 $125.05 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/24/22 WEB11127 636160092 36 CREDIT 953845 ECON Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 3/24/22 WEB11127 636160092 36 CREDIT 953845 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/24/22 WEB11127 636160092 36 CREDIT 953845 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$142.05 $142.05 Printed: Tuesday, July 19, 2022 8:47:58 AM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2022-0098 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/3/2022 Etrakit Contractor 1ST SUBMITTAL - PLAN SET OCC Site Wall.pdf 1 DOC 3/10/2022 DUANE CLAYTON PLAN SET (APPROVED)BWFE2022-0098 - PLAN SET (APPROVED).pdf 1 BOND INFORMATION BOND BEAM DCL 6/16/2022 6/16/2022 DISAPPROVE D eTRAKiT Inspection Request 6/15/2022 2:14 PM R D OLSON Contact Name: R D OLSON Site Address: 52005 SILVERROCK WY Phone: 9496109375 e-Mail: aalarcon@RDOLSON.COM - WORK INCOMPLETE, REQUEST FOOTING INSPECTION FOR SCOPE OF WALL PERMIT WHEN READY. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG NS - ETRAKIT (1 DAY) DUANE CLAYTON 3/3/2022 3/4/2022 3/3/2022 READY FOR APPROVAL 1ST PLANNING – ETRAKIT (1 WK) SIJIFREDO FERNANDEZ 3/3/2022 3/10/2022 3/10/2022 READY FOR APPROVAL PARENT PROJECTS Printed: Tuesday, July 19, 2022 8:47:58 AM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2022-0098 Gensler Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States SILVERROCK LODGING, LLC 12.23.2021 BULLETIN #1 - VOLUME 1 OF 2 CONFERENCE CENTER AND SHARED SERVICES BLDG 52-100, 52-150 SILVERROCK WAY, LA QUINTA, CA 92253 55 . 7 5 9 8 . 4 1 0 C O N F E R E N C E C E N T E R A N D S H A R E D S E R V I C ES B L D G B U L L E T I N # 1 - V O L U M E 1 O F 2 12 . 2 3 . 2 0 2 1 GENSLER PROJECT NUMBER: 55.7598.410 CONFERENCE CENTER AND SHARED SERVICES BUILDING 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 MECH. & PLUMBING ENGINEER 1165 Joshua Way Irvine, CA 92612-1029 760.599.0500 ICS ELECTRICAL ENGINEER 2778 Loker Avenue West Carlsbad, CA 92010 760.692.0700 Rowan Electric STRUCTURAL ENGINEER 1455 Frazee Road Suite 600 San Diego, CA 92108 619.232.4673 Coffman Engineers 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.BWFE2022-0098 - 52005 SILVER ROCK WAY SILVER ROCK / 28LF OF GARDEN WALLS 28LF OF 7' CMU WALLS AT EAST SIDE OF MEETING CENTER BUILDING [COFFMAN ENGINEERING]. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING CODES. MEETING CENTER BUILDING 005 03/10/2022 PROJECT SITE PROJECT SITE © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2019 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 1600 San Diego, CA 92101 United States 8/14/2020 9:56:21 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/OCC_GEN_Architecture_557598410_R19.rvt OCC G00.001 CODE ANALYSIS / PROJECT INFORMATION 55.7598.410 CONFERENCE CENTER AND SHARED SERVICES BLDG SILVERROCK LODGING, LLC 52-100, 52-150 SILVERROCK WAY, LA QUINTA, CA 92253 VICINITY MAP APPLICABLE 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 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 CONFERENCE CENTER AND SHARED SERVICES BUILDINGS. 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. CERTAIN INFRASTURE ELEMENTS SILL BE SHARED WITH ADJACENT PROPERTY CONSTRUCTED UNDER SEPARATE PERMIT. I.E. GENERATORS, FIRE ACCESS 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. HOOD FIRE SUPPRESSION SYSTEM 4. MECHANICAL REFRIGERATION SYSTEM 5. FUEL-FIRED GENERATOR 6. PRIVATE FIRE MAINS DEFERRED SUBMITTALS BUILDING OWNER: TENANT: ARCHITECT GENERAL CONTRACTOR INTERIOR ARCHITTECT STRUCTURAL ELECTRICAL MECHANICAL / PLUMBING FIRE SUPPRESSION LOW VOLTAGE NAME: SILVERROCK DEVELOPMENT COMPANY ADDRESS CONTACT: BILL ENGLE TELEPHONE: 760.634.6543 EMAIL: bill@therobertgreencompany.com NAME: MONTAGE INTERNATIONAL ADDRESS: 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 400 SPECTRUM CENTER 1200 IRVINE, CA 92618 CONTACT: JOHN RAMIREZ TELEPHONE: 949.474.2001 EMAIL: jramirez@rdolson.com NAME: BRAYTON HUGHES ADDRESS: CONTACT: ROBEL DIMAANO TELEPHONE: EMAIL: rdimaano@bhdstudios.com NAME: COFFMAN ADDRESS: CONTACT: JIM AMUNDSON TELEPHONE: 619.321.0798 EMAIL: jim.amundson@coffman.com NAME: ROWAN ELECTRIC ADDRESS: CONTACT: PAUL ROWAN TELEPHONE: 619.719.8929 EMAIL: paul@rowanelectric.com NAME: MA ENGINEERS ADDRESS: CONTACT: DAVID NOJI TELEPHONE: 858.200.0030 EMAIL: dnoji@ma-engr.com NAME: N/P MECHANCIAL ADDRESS: CONTACT: ALDO ANGELLO TELEPHONE: EMAIL: aldo.angello@riceservicesinc.com NAME: ULTIMATE COMMUNICATIONS SYSTEMS ADDRESS: CONTACT: ROBERT BOHAN TELEPHONE: 714.484.3101 EMAIL: rbohan@ucomsys.com MONTAGE CONFERENCE CENTER 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:42,627 GSF –ALLOWABLE 24000 GSF WITHOUT INCREASE (CBC 2016 506.2 & 506.3) AREA SEPARATION FIRE WALL SEPARATES BUILDING INTO 2: 22,773 GSF & 19,854 GSF 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 AREA SEPARATION FIRE WALL 2 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 MONTAGE SHARED SERVICES 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:30’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:22,312 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:A PER CBC 1505.1.1. (THE PROJECT IS IN A NON-VHFHSZ PER FHZS-LRA MAP 12.24.2019) BUILDING CODE DATA MONTAGE MEETING CENTER 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:30’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:19,877 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:A PER CBC 1505.1.1. (THE PROJECT IS IN A NON-VHFHSZ PER FHZS-LRA MAP 12.24.2019) ACCESSIBILITY NOTES 1. I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS ADDITION/ALTERATION PROJECT; I HAVE INSPECTED THE SITE/PREMISES AND DETERMINED THAT EXISTING CONDITIONS ARE AS IMPROVED PER THESE PLANS, WILL BE IN FULL COMPLIANCE WITH CURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW. DESIGNER NAME (PRINT) SIGNATURE DATE OWNER 2. I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS ADDITION/ALTERATION PROJECT; I HAVE INSPECTED THE SITE/PREMISES AND DETERMINED THAT EXISTING RESTROOM(S) SERVING AREA(S) OF ALTERATION, ARE AS IMPROVED PER THESE PLANS WILL BE FULLY ACCESSIBLE ACCORDING TO CURRENT REQUIREMENTS DESIGNER NAME(PRINT) SIGNATURE DATE OWNER 3. IF THE BUILDING INSPECTOR DETERMINES NONCOMPLIANCE WITH ANY CURRENT ACCESSIBILITY PROVISIONS OF THE LAW, HE/SHE SHALL REQUIRE SUBMITTAL OF COMPLETE AND DETAILED PLANS TO THE THE BUILDING DEVELOPMENT REVIEW DIVISION OF THE DEVELOPMENT SERVICES DEPARTMENT FOR FURTHER REVIEW. PLANS MUST CLEARLY SHOW ALL EXISTING NON-COMPLYING CONDITIONS AFFECTED BY THE REMODEL (INCLUDING SITE PLAN, FLOOR PLAN, DETAILS, ETC.) AND PROPOSED MODIFICATIONS OF DEFICIENCIES TO MEET CURRENT ACCESSIBILITY PROVISIONS. THE PLANS MUST BE STAMPED BY THE FIELD INSPECTOR PRIOR TO SUBMITTAL FOR PLAN REVIEW. MONTAGE CONFERENCE CENTER AND SHARED SERVICES APN: 777-490-042 PARCEL: 5 OF PM 37207 SDP #: 2016-0005 A C C C 2019_10-04 PERMIT SET A 2019_12-13 CD - PERMIT 2ND CYCLE B 2020_02-28 CD - PERMIT 3RD CYCLE / GMP 1 2020_02-14 CONSTRUCTABILITY REVIEW C 2020_05-08 CD - PERMIT 4TH CYCLE 2 2020_09-08 ISSUE FOR CONSTRUCTION GR G00.001 OCC G06.001 CC A02.201 SS A03.101 OCC A08.110 OCC A10.312 OCC S08.103 OCC S08.112 PROJECT DATA, DRAWING INDEX ENLARGED SITE PLAN, LEGEND CONSTRUCTION PLAN - LEVEL 01 ELEVATIONS CONSTRUCTION DETAILS PARTIAL ELEVATIONS STRUCTURAL DETAILS STRUCTURAL DETAILS DRAWING INDEX NUMBER NAME NEW CONSTRUCTION OF CONCRETE MASONRY UNIT WALLS, 7'-0" TALL, AND A NEW LOADING DOCK RETAINING WALL. 216 LINEAR FEET TOTAL 03/10/2022 GFCI GFCI G F C I + 4 2 T S S S + 5 3 J J G F I +4 2 + 5 3 + 5 3 J JGFI+4 2 + 5 3 + 5 3 J J G F I +4 2 + 5 3 + 5 3 J J G F I +4 2 + 5 3 + 5 3 J JGFI+4 2 + 5 3 + 5 3 J J G F I +4 2 + 5 3 + 5 3 J JGFI+4 2 + 5 3 SS SS SS SS SS SS SS SJJ+5 3 +3 0 +5 3 T T T S S S T T T T S S S S J J S J S J S JS JS JS JS J S S S S S S S S S S S S S S S S S S S S S SS S +53 J J +36 +53 +53 J J +36 +53 GFCI +42 T S S +53 J J +36 +53 +53 J J +36 +53 +53 J J +36 +53 SS SS S GFCI +42 S GFCI +42 T T T SSS GFCI+42 T SSS GFCI +42 T SSS GFCI+42 J J J +30+53+53 S TT S S S SGFCI +42 GFCI +42 GFCI +42 +53 +53 +53 GFCI +42 J J J +53 J SSSS J +5 3J J+3 6 +5 3GFCI +4 2 T S S +5 3J J+3 6 +5 3 +5 3J J+3 6 +5 3 +5 3 J J +3 6 +5 3 SS SS S S G F C I +4 2 T T TSS S G F C I +4 2 TSS S G F C I +4 2 TSS S G F C I +4 2 J J J + 3 0 + 5 3 + 5 3 S T T S S S S G F C I + 4 2 G F C I + 4 2 G F C I +4 2 + 5 3 + 5 3 + 5 3 G F C I +4 2 J J J + 5 3 J SSS S S S ST W ST ST ST W ST ST ST ST ST ST ST W W W ST W W ST W W ST W W ST ST ST ST W ST ST ST ST ST W ST ST ST ST ST ST ST ST ST W W W ST W ST ST ST W ST ST STFUNCTION TERRACE, SEE LANDSCAPE DRAWINGS FUNCTION TERRACE, SEE LANDSCAPE DRAWINGS FUNCTION TERRACE, SEE LANDSCAPE DRAWINGS MC CC SS NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE TYP. 10' - 0" TYP. 10' - 0" TYP. 10' - 0" 16' - 7" 16' - 11" 10' - 6" 21' - 4" 17' - 2" 8' - 0" 15' - 1" 16' - 1" MIN 10' - 0" 10' - 4" 16' - 6" 10' - 0" SILVERROCK WAY EXISTING PROPERTY LINE PROPOSED PROPERTY LINE SETBACK ROOF OVERHEAD BUILDING FOOTPRINT SHEET NOTES LEGEND KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2019 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 1600 San Diego, CA 92101 United States H2 SS CC MC PA 4 PA 2 PA 5 H1 GR HS AH 1" = 30'-0" 8/14/2020 9:57:06 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/OCC_GEN_Architecture_557598410_R19.rvt OCC G06.001 SITE PLAN 55.7598.410 CONFERENCE CENTER AND SHARED SERVICES BLDG SILVERROCK LODGING, LLC 52-100, 52-150 SILVERROCK WAY, LA QUINTA, CA 92253 SCALE:1" = 30'-0" OCC-OVERALL SITE PLAN01 A A 2019_12-13 CD - PERMIT 2ND CYCLE B 2020_02-28 CD - PERMIT 3RD CYCLE / GMP 1 2020_02-14 CONSTRUCTABILITY REVIEW C 2020_05-08 CD - PERMIT 4TH CYCLE 2 2020_09-08 ISSUE FOR CONSTRUCTION NOT A PART NOT A PART NOT A PART NEW CMU WALL. REFER TO CC A02.201 NEW CMU WALL. REFER TO CC A02.201 NEW CMU WALL. REFER TO CC A02.201 SCOPE OF WORK FOR THIS PERMIT 03/10/2022 3 3 31' - 2" 4' - 6" 26' - 8" 36' - 7 1/4" 6" 23' - 0 7/8"13' - 6 3/8" 1' - 2 " 6" 38' - 6 1/8" 5' - 7"16' - 10 7/8"16' - 0 1/4" 38' - 6 1/8" 17' - 10 5/8"17' - 1 1/2"3' - 6" 68 ' - 5 1 / 8 " 36 ' - 2 3 / 4 " 32 ' - 2 3 / 8 " 2' - 3 1 / 4 " SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2019 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 1600 San Diego, CA 92101 United States H2 SS CC MC PA 4 PA 2 PA 5 H1 GR HS AH 1/16" = 1'-0" 1/14/2022 6:26:44 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/OCC_GEN_Architecture_557598410_R19.rvt CC A02.201 CONSTRUCTION PLAN - LEVEL 01 55.7598.410 CONFERENCE CENTER AND SHARED SERVICES BLDG SILVERROCK LODGING, LLC 52-100, 52-150 SILVERROCK WAY, LA QUINTA, CA 92253 SCALE:1/16" = 1'-0" CC-CONSTRUCTION PLAN - LEVEL 0101 24 480 19296 2019_10-04 PERMIT SET A 2019_12-13 CD - PERMIT 2ND CYCLE B 2020_02-28 CD - PERMIT 3RD CYCLE / GMP 1 2020_02-14 CONSTRUCTABILITY REVIEW C 2020_05-08 CD - PERMIT 4TH CYCLE 2 2020_09-08 ISSUE FOR CONSTRUCTION 3 2021_12-23 BULLETIN 01 8 OCC S08.103 8 OCC S08.103 8 OCC S08.103 8 OCC S08.103 B0027 OCC S08.103 CMU WALL 7'-0" TALL UNLESS NOTED HATCHED AREA NOT A PART SCOPE OF WORK FOR THIS PERMIT 03/10/2022 LEVEL 01 0" SS T.O. PLATE HIGH ROOF 16' - 0" SS T.O. PARAPET 20' - 0" 02 SS A04.100 _________01 SS A04.100 _________ S-DS-A S-B S-GS-ES-CS-A.0 CP-1CP-1 CP-1 CP-1 S-F SS T.O. PLATE LOW ROOF 11' - 6" SS T.O. PLATE 12' - 0" 356A343A366A301A 345D 345C 381A 227A 55 12 48 14 CP-1 CP-1 26 TYP 126 126 126 126 39128 C 367B367C W 97 92 7' - 0 " LEVEL 01 0" SS T.O. PLATE HIGH ROOF 16' - 0" SS T.O. PARAPET 20' - 0" 02 SS A04.101 _________01 SS A04.101 _________ S-3 S-7 S-8S-6S-4 S-5S-1 S-4.5S-2 SS T.O. PLATE LOW ROOF 11' - 6" SS T.O. PLATE 12' - 0" 342B344B345A 345B 12 55 48 12 CP-1 CP-1 CP-1 ? CP-1 126 126 126 26 S 7' - 0 " 7' - 0 " GLAZING IGU 1/4" SOLARBAN 70XL OPTIGREY, 1/2" BLACK SPACER, 1/4" CLEAR MULLION FINISH TO MATCH MP-1, TYPICAL ALL LOCATIONS A) MULTISLIDE/BYPASS DOORS: ARCADIA ULT5920 SERIES OR EQ B) STOREFRONT: ARCADIA AFG451T OR EQ C) STOREFRONT DOORS: ARCADIA WS512 HD OR EQ SAFETY GLAZING: PROVIDE SAFETY GLAZING (TEMPERED) ON ALL GLASS LITES WITH BOTTOM EDGE LESS THAN 18" ABOVE FINISH FLOOR, TYPICAL. PROVIDE SAFETY GLAZING (TEMPERED) ON LITES WITHIN 24" OF ADJACENT VERTICAL EDGES OF A DOOR, WHERE BOTTOM EDGE OF LITE IS LESS THAN 60" ABOVE WALKING SURFACE. ALL EXTERIOR WINDOW AND GLAZED DOOR ASSEMBLIES SHALL BE CONSTRUCTED OF MULTIPLANE GLAZING WITH A MIN. OF ONE PANE MEETING THE SAFETY GLAZING REQUIREMENTS OF SECTION 2406 - CBC 708A.2.1 T ST-1 NAME:STONE VENEER TILE MANUFACTURER: EMSER TILE COLOR: PEWTER LIMESTONE SIZE: 2 X 12 SPLIT FACE DESCRIPTION (CONT): TILE OVER SCRATCH AND BROWN COAT VENDOR CONTACT: DANIELLE VOMBAUR (951) 642-3171 CP-2 NAME:CEMENT PLASTER 2 MANUFACTURER: PRATT & LAMBERT PAINTS COLOR: 29-20 (OLD# 2242) GETTYYSBUR DESCRIPTION (CONT): 3-COAT CEMENT PLASTER SYSTEM W/ LIGHT SAND FINISH. SOLID DOORS TO BE PAINTED TO MATCH ADJACENT PLASTER FINISH, TYP. U.N.O. CP-1 NAME:CEMENT PLASTER 1 MANUFACTURER: PPG COLOR: 18-01 CRUMB COOKIE DESCRIPTION (CONT): 3-COAT CEMENT PLASTER SYSTEM W/ LIGHT SAND FINISH. SOLID DOORS TO BE PAINTED TO MATCH ADJACENT PLASTER FINISH, TYP. U.N.O. MP-1 MANUFACTURER: VALSPAR FLUROPON COATING STYLE/SERIES: FLUROPON COLOR: KENDALL CHARCOAL DESCRIPTION (CONT): CUSTOM BRAKEFORM HVY GA. MTL. CLADDING W/ SHOP APPLIED HIGH PERFORMANCE 2-COAT PVDF COATING X WINDOW SYSTEM TAG, SEE WINDOW SYSTEM ELEVATIONS MP-2 NAME:METAL PANEL MANUFACTURER: VALSPAR FLUROPON COATING COLOR: MATCH PPG 18-01 CRUMB COOKIE DESCRIPTION (CONT): CUSTOM BRAKEFORM HVY GA. MTL. CLADDING W/ SHOP APPLIED HIGH PERFORMANCE 2-COAT PVDF COATING SHEET NOTES LEGEND KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2019 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 1600 San Diego, CA 92101 United States H2 SS CC MC PA 4 PA 2 PA 5 H1 GR HS AH As indicated 1/4/2022 5:17:17 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/OCC_GEN_Architecture_557598410_R19.rvt SS A03.101 EXTERIOR ELEVATIONS 55.7598.410 CONFERENCE CENTER AND SHARED SERVICES BLDG SILVERROCK LODGING, LLC 52-100, 52-150 SILVERROCK WAY, LA QUINTA, CA 92253 SCALE:1/8" = 1'-0" SS - NORTH ELEVATION02 SCALE:1/8" = 1'-0" SS- WEST ELEVATION01 12 CUSTOM BRAKEFORM 18GA. STEEL FASCIA W/ CUSTOM COLOR 2-COAT PVDF COATING SHOP APPLIED. MATCH CP-1/MP-2. 14 STRUCTURAL STEEL PIPE COLUMN W/ CUSTOM COLOR 2-COAT PVDF COATING. SSD MATCH CP-1/MP-2. 26 DOWN SPOUT RAIN CHAIN 39 GATE. SEE DOOR SCHEDULE. 48 WOOD FRAMED CEMENT PLASTER PARAPET. 55 WOOD FRAMED CEMENT PLASTER MECHANICAL SCREEN 92 SCUPPER DRAIN 97 12" TALL BLDG ID BY OWNER 126 DOWNSPOUT TERMINATION AT GRADE CONNECT TO DRAIN. SPD 128 STEEL FRAMED PERFORATED METAL OPERABLE GATE 2019_10-04 PERMIT SET A 2019_12-13 CD - PERMIT 2ND CYCLE B 2020_02-28 CD - PERMIT 3RD CYCLE / GMP 1 2020_02-14 CONSTRUCTABILITY REVIEW C 2020_05-08 CD - PERMIT 4TH CYCLE 2 2020_09-08 ISSUE FOR CONSTRUCTION 3 2021_12-23 BULLETIN 01 3 03/10/2022 MTL. LATH TO BE BROKEN AT ALL JOINTS 7/8" 3-COAT CEMENT PLASTER O/ MTL. LATH 2-LYRS OF 2-PLY WRB SASM GSM CONTROL JOINT 2-LYRS OF 2-PLY WRB SCHEDULED WALL. SEE PLAN METAL PLASTER CONTROL JOINT 2 PROVIDE BLOCKING AT JOINT LOCATIONS 8" MIN. SECURE ROOFING WITH TERM BAR FLASHING/COUNTER FLASHING SINGLE PLY ROOFING MEMBRANE. TURN UP AT WALL SCHEDULED ROOF FINISH PER PLAN 7/8" 3-COAT CEMENT PLASTER O/ MTL. LATH WALL PER PLAN 2-PLY WRB SASM PLASTER WEEP SCREED 7/8" 3-COAT CEMENT PLASTER O/ MTL. LATH 2-LYRS OF 2-PLY WRB GLB, SSD 10" 7/8" 3-COAT CEMENT PLASTER O/ MTL. LATH SASM SOFFIT DRIP EDGE 2 BRS ALL SIDES SHIM AS REQ'D HSS TUBE STEEL HDR. SSD STUCCO J-MOLD W/ WEEP FLASHING TAPE 7/8" 3-COAT CEMENT PLASTER O/ MTL. LATH CONT. WOOD BLOCKING CONTINUOUS F MOLD VENT, PROVIDE BLOCKING FOR ATTACHMENT INTERIOR FINISH PER PLAN 8" MIN. 4" MIN. BRS, AROUND DOWNSPOUT, 3/8" TYP. ALL 7/8" 3-COAT CEMENT PLASTER O/ MTL. LATH DOWNSPOUT COVER, SEE SPEC. DOWNSPOUT/ OVERFLOW 2X P.T. SILL PLATE 2-LYRS. OF 2-PLY WRB SASM ALL AROUND 2 3/4" GSM COLLAR FLASHING WATERPROOF 'PARGE' COAT TO MATCH ADJACENT CEMENT PLASTER 2 CONC. SLAB & FTG. SSD 7/8" 3-COAT CEMENT PLASTER O/ MTL. LATH GSM WEEP SCREED, FINISH TO MATCH INTEGRAL EXTERIOR PLASTER COLOR EXPANSION JT. FILLER W/ SEALANT ON TOP ALIGN BASE OF STUCCO UNO VAPOR BARRIER SLOPE 1/4" PER FT. MIN. SLOPE 1/4" PER FT. MIN. SLOPE 1/2" PER FT. MIN. MORTAR BED 2" MIN. SCHEDULED CMU WALL WATERPROOF 'PARGE' COAT TO MATCH ADJACENT CEMENT PLASTER 2 NEW CONCRETE SLAB, PER CIVIL AND LANDSCAPE EXPANSION JT. FILLER W/ SEALANT AROUND BOLLARD SCOTCHLITE REFLECTIVE TAPE AROUND BOLLARDS. COLOR -WHITE TOP MOUNTED, FINISH AND PAINT TO MATCH GLAZING MULLIONS 2" 1 1/2" 2" 4" 1/2" 4' - 0" 6" DIA. I.D. STANDARD STEEL PIPE WITH CONCRETE AND PAINT TO MATCH GLAZING MULLIONS BOND BREAKER CONCRETE FOOTING DIA. 2' - 0" 6" 3' - 6" © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2019 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 1600 San Diego, CA 92101 United States 8/14/2020 9:52:55 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/OCC_GEN_Architecture_557598410_R19.rvt OCC A08.110 EXTERIOR WALL DETAILS 55.7598.410 CONFERENCE CENTER AND SHARED SERVICES BLDG SILVERROCK LODGING, LLC 52-100, 52-150 SILVERROCK WAY, LA QUINTA, CA 92253 SCALE:3" = 1'-0" TYP. STUCCO CTRL. JT. -02 SCALE:3" = 1'-0" SECTION DETAIL - STUCCO PARAPET @ LOW ROOF01 SCALE:3" = 1'-0" EXTERIOR WALL TRANSITION AT SOFFIT03 SCALE:3" = 1'-0" EXTERIOR WINDOW SYSTEM TRANSITION AT SOFFIT05 SCALE:3" = 1'-0" SECTION DETAIL - OVERFLOW DRAIN OUTLET04SCALE:3" = 1'-0" EXTERIOR WALL DETAIL06 1 SCALE:1 1/2" = 1'-0" TYP. EXTERIOR BOLLARD DETAIL07 B 2019_10-04 PERMIT SET A 2019_12-13 CD - PERMIT 2ND CYCLE B 2020_02-28 CD - PERMIT 3RD CYCLE / GMP 1 2020_02-14 CONSTRUCTABILITY REVIEW C 2020_05-08 CD - PERMIT 4TH CYCLE 2 2020_09-08 ISSUE FOR CONSTRUCTION 03/10/2022 PUSH BAR EXIT HARDWARE W/ ELECTRIFIED LATCH RELEASE PER SCHEDULE CONT. 2X2 GALV STEEL STRINGER PER MANUFACTURER METAL PANEL CLIP BEYOND, AS REQ. CONT. 2X4 GALV STEEL ANGLE FOB LOCK RELEASE DOOR PULL BEYOND 3" CONT. 2X2 GALV STEEL STRINGER PER MANUFACTURER METAL PANEL CLIP BEYOND, AS REQ. GALV. HSS FRAME, PER STRUCTURAL HEM BOTTOM EDGE 1" 2" 24 GA GALV. MTL. COPING W/ HIGH PERFORMANCE COATING, PAINTED TO MATCH METAL PANEL 22 GA. CONT. GALV. MTL. CLEAT CONT. S.S. HEAVY DUTY BARREL HINGE METAL PANELPUSH BAR EXIT DEVICE BEYOND GATE STRIKE BEYOND 3"1"X1" STEEL DOOR PULL KEY FOB BEYOND LEVEL 01 0" C-A S-G GALV. STEEL FRAME BEYOND 1"X1" STEEL DOOR PULL KEY FOB 2' - 0 " 3 ' - 0 " 10 " 3 3/4" 9' - 0 1/4"14' - 0"9' - 11" 5' - 7" 3 3/4" 7' - 0 " EQ EQ 06 OCC A10.312 _________ 10 OCC A10.312 _________06 OCC A08.110 SIM_________ 3' - 6 " LEVEL 01 0" C-AS-G PUSH BAR EXIT HARDWARE W/ ELECTRIFIED LATCH RELEASE PER SCHEDULE 1/4"7' - 0"7' - 0"9' - 11"1/2" 4' - 0" 3 3/4"4"3 3/4"1/2" 7' - 0 " 10 " 3' - 6 " 10 OCC A10.312 _________06 OCC A08.110 SIM_________ 06 OCC A08.110 SIM_________ LEVEL 01 0" M-A C-F 13' - 6 1/4"23' - 1"6" 6' - 0" 7' - 0 " GALV. STEEL FRAME BEYOND 1"X1" STEEL DOOR PULL KEY FOB 3' - 0 " 2' - 0 " 06 OCC A10.312 _________ 3' - 6 " LEVEL 01 0" M-AC-F 12' - 9"23' - 1"6"1' - 8 3/4" 7' - 0 " 6' - 0" 07 OCC A10.312 _________08 OCC A10.312 _________ PUSH BAR EXIT HARDWARE W/ ELECTRIFIED LATCH RELEASE PER SCHEDULE 1/ 2 " LINEAR BAR GRILL BLOCK AS REQ'D HVAC DUCTING, SMD FURRED WALL, SEE INTERIOR'S DETAILS HEADER, SSD SCHEDULED HOLLOW MTL DOOR FRAME SHIM AS REQ'D SCHEDULED DOOR FRAME ANCHOR PER MFR. WALL FINISH, SEE INTERIOR'S DETAILS HEADER, SSD 5/8" GYP BD WALL FINISH, SEE INTERIOR'S DETAILS PLYWOOD SHEATHING AS REQ'D, SSD 4 1/2" FLAT PLATE VERTICALS, PER ELEV. CONT. SS 316 1/8" PLATE, FASTENED W/ SS COUNTERSUNK HEX HEAD BOLTS GALV. 2x2 FRAMES W/ 'V' GROOVE ROLLERS AT THE BOTTOM SITE PAVING, PER L.S. PROVIDE ADDITIONAL SLOT BEYOND CONT. GALV 2x10 1' - 0 " © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2019 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 1600 San Diego, CA 92101 United States As indicated 1/4/2022 5:13:45 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/OCC_GEN_Architecture_557598410_R19.rvt OCC A10.312 DOORS & FRAME DETAILS 55.7598.410 CONFERENCE CENTER AND SHARED SERVICES BLDG SILVERROCK LODGING, LLC 52-100, 52-150 SILVERROCK WAY, LA QUINTA, CA 92253 SCALE:3" = 1'-0" LATCH @ METAL PANEL GATE07 SCALE:3" = 1'-0" SECTION DETAIL @ METAL PANEL GATE08 SCALE:3" = 1'-0" PLAN DETAIL @ METAL PANEL GATE06 SCALE:1/4" = 1'-0" SS - GATE ELEVATION AT EXTERIOR04 SCALE:1/4" = 1'-0" SS - GATE ELEVATION AT INTERIOR03 SCALE:1/4" = 1'-0" MC - GATE ELEVATION AT EXTERIOR02 SCALE:1/4" = 1'-0" MC - GATE ELEVATION AT INTERIOR01SCALE:3" = 1'-0" WALL DIFUSER @ PORTAL HEAD05SCALE:3" = 1'-0" SECTION DETAIL - TYP. MEETING/BALLROOM PORTAL HEAD09 A 2019_12-13 CD - PERMIT 2ND CYCLE B 2020_02-28 CD - PERMIT 3RD CYCLE / GMP 1 2020_02-14 CONSTRUCTABILITY REVIEW C 2020_05-08 CD - PERMIT 4TH CYCLE 2 2020_09-08 ISSUE FOR CONSTRUCTION 3 2021_12-23 BULLETIN 01 SCALE:3" = 1'-0" ROLLER GATE SECTION.10 3 03/10/2022 wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE wwe rtretwwew erer wrwe C3F5.0 WWE NOTE: SEE LANDSCAPE/CIVIL FOR LOCATIONS NOTE: SEE LANDSCAPE/CIVIL FOR LOCATIONS NOT USED NOT USED NOT USED PER LANDSCAPE LANDSCAPE SLAB PER PLAN #3 @ 18" OC x 30" FOOTING WIDTH AS OCCURS FENCE WALL BEYOND SCHEDULE WALLDOOR/ GATE OPENING SHORT WALLTALL WALL ABC AB 2B - #5 @ 16" TRANVERSE 8" CMU (ALT. CIP CONC) W/ #5(H) @ 24" OC (LAP=2'-8") #5 CONT @ 12" OC (LAP=2'-6") #5 CONT (LAP=2'-6") BAR 'A' x (V) BAR 'B' GRADES AS OCCURS HARDSCAPES (WHERE OCCURS) (3)-#3 1 1/2" BRNG #3 @ 12" OC EA WAY 4" MIN. 1 1/2" RADIUS EDGE (U.O.N.) PER 4" HARDSCAPE W/ #3 @ 12" OC EA WAY 4" HARDSCAPE W/ #3 @ 12" OC EA WAY COMPACTED FILL #5@12" O.C. GRADE PER CIVIL (HARDSCAPE WHERE OCCURS) 8" CMU W/ #5(H) @ 24" O.C. (LAP = 2'-6") #5(V) @ 48" O.C. W.P. PER ARCH DRAIN PER GEOTECH REQUIREMENTS (4)-#5 CONT (LAP = (2'-6") #5@12" O.C. GRADE PER CIVIL (HARDSCAPE WHERE OCCURS) 8" CMU W/ #5(H) @ 24" O.C. (LAP = 2'-6") DRAIN PER GEOTECH REQUIREMENTS #5(V) @ 24" O.C. W.P. PER ARCH GRADE PER CIVIL (HARDSCAPE WHERE OCCURS) FOR ITEMS NOT NOTED SEE (4)-#5 CONT (LAP = (2'-6") 'H' (MAX.)'W'BAR 'A' BAR 'B' 'V' (MAX.)MARK 'L' 1 2 3TYPICAL SIDE WALK STEPS 10 4 7 8 PARTIAL RETAINING PRIVACY WALL SCREEN WALL RETAINING WALL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0"3/4"=1'-0" 6'-0" 2'-0" #5 @ 24" #5 @ 48" 8'-0" 2'-6" #5 @ 48" 10'-0" 3'-0" #5 @ 16" #5 @ 32" 12'-0" 3'-6" #6 @ 16" #6 @ 32" 1'-0" 1'-0" 1'-0" 0'-0" 0'-0"15'-4" 4'-6" #7 @ 16" #7 @ 32" 3'-4" 4'-8" 6'-0" 3'-4" 3'-4" W6 W8 W10 W12 W15 #5 @ 24" EQ EQ 'L ' M I N . LA P 8" MIN 2' - 0 " M I N . (B R N G D E P T H ) 'W' 1' - 3 " 'H ' MA X G R A D E DI F F E R E N C E 'V ' 1'-0" 1' - 6 " ( M I N ) (B R N G D E P T H ) 1' - 3 " EQEQ 2'-6" 2' - 0 " M I N 3" C L R (B R N G D E P T H ) 3' - 0 " M A X 1' - 3 " EQEQ 2' - 0 " M I N (B R N G D E P T H ) 5' - 4 " M A X 3'-0" 1'-0"1'-0" 1' - 0 " 3" C L R 3' - 4 " M A X 4 ' - 0 " M A X www.coffman.com 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 Exp. _________ R FOTSATE EG DERTE I S RP O F R A A LC FI R NO I I N G ONSESI ELA EEN No. 3332 C J RSTU SE A M A . N LUTAR D NMAU O S SIGNED: NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 1600 San Diego, CA 92101 United States 12-31-21 05-04-2020 177059 3/4" = 1'-0" 8/24/2020 1:12:14 PM C:\Users\castellon\Documents\OCC_CEI_Structure_557598410_R19_castellon@coffman.com.rvt OCC S08.103 FOUNDATION DETAILS 55.7598.410 CONFERENCE CENTER AND SHARED SERVICES BLDG SILVERROCK LODGING, LLC 52-100, 52-150 SILVERROCK WAY, LA QUINTA, CA 92253 A 2019.12.13 CD - PERMIT 2ND CYCLE B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP D 2020.05.08 CD - GMP CHANGES 2 2020.09.08 ISSUE FOR CONSTRUCTION 03/10/2022 12" 18" 28" 53" 63" 72" 82" EQUIP. DESIGNATION MAX WEIGHT ANCHORAGE LAYOUT EQUIPMENT ANCHORAGE SCHEDULE 4000-06UC 4000-09UC 4000-21 REINF. PER PLAN (TYP.) SECTION A ELEVATION AT CORNERAT INTERSECTIONAT END 6" AND 8" CMU AT END AT INTERSECTION AT CORNER 10", 12" AND 16" CMU SINGLE LAYER BAR SIZE 8" WALL DOUBLE LAYER 12" WALL (f'm=1500 psi) (f'm=3000 psi) SPLICE LENGTH (inches) SPLICE LENGTH (inches) PLAN VIEW @ TYP. BM. TO CMU INTERSECTION PLAN VIEW @ TYP. BM. TO CMU CORNER @ HSS @ W AC 1 AC 2 AC 3 MAU 1 AC 5 AC 6 MAU 13 EF - AC 7 AC 10 AC 14 AC 4 AC 9 AC 12 AC 8 AC 11 AC 15 MAU 3 MAU 2 A A B 9 - 4 S00.103 2 S08.211 X X 3 S08.201 22,200# (2)-1" DIA. LAGS X 8" EMBED PER BRACKET X 12 ((24)-TOTAL ANCHORS) 4,900# (2)-5/8" DIA. LAGS X 5" PER BRACKET X 6 ((12)-TOTAL ANCHORS PER UNIT) 3,020# (2)-5/8" DIA. LAGS X 5" EMBED @ EA. CORNER ((8)-TOTAL ANCHORS PER UNIT) 1,360# (1)-5/8" DIA. LAGS X 5" EMBED @ EA. CORNER ((4)-TOTAL ANCHORS PER UNIT) 350# (1)-5/8" DIA. LAGS X 3" EMBED @ EA. CORNER ((4)-TOTAL ANCHORS PER UNIT) (2)-#5 EA. END AT VERTICAL CONTROL JOINTS. TYPICAL CONTROL JOINT AT 40'-0" O.C. MAX. CAULKED JOINT, NO MORTAR CUT EVERY OTHER HORIZ. BAR AT EA. CONTROL JOINT CONT. TOP BAR 24" MIN. 48d MIN. 24" MIN. 48d MIN. GROUT CELLS SOLID, U.O.N. (2)-#5 OR MATCH WALL VERTICALS, WHICHEVER IS GREATER. SEE PLAN FOR JAMB BARS ALTERNATE BENDS (2)-#5 OR MATCH WALL VERTICALS, WHICH EVER IS GREATER REINF. PER PLAN (TYP.) GROUT CELLS SOLID, U.O.N. 48d MIN. 24" MIN. (2)-#5 OR MATCH WALL VERTICALS, WHICHEVER IS GREATER. SEE PLAN FOR JAMB BARS #3 15" #4 20 #5 25 #6 39" #7 50" #8 72" #9 81" 1. SCHEDULE IS FOR GRADE 60 REBARS. NOTES: 1/2" PL. X 12" X 16" W/ (4)-#5 REBAR X 28" CENTER SHEAR TAB W/ BM. FOR ITEMS NOT NOTED SEE TYP. 1/2" PL. X 16" X 16" W/ (4)-#5 REBAR X 28" SHEAR TAB & BOLT PER 'F' REINF. REBAR NOT SHOWN FOR CLARITY HSS OR W BM. PER PLANHSS OR W BM. PER PLAN 1 2 3 4 5 9 10 13 14 1520 1 NOT USED 18 19 25 TYP. CMU WALL CONTROL JOINT TYP. REINFORCEMENT AT CMU WALL INTERSECTIONS MASONRY REBAR SPLICE LENGTHS 12 16 17 21 22 NOT USED NOT USEDNOT USED NOT USED NOT USED NOT USEDNOT USED NOT USED NOT USED NOT USEDNOT USED 611NOT USED NOT USED NOT USED 6" EQ.EQ.6" EQ.EQ. 8" 4 " 4" www.coffman.com 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 Exp. _________ R FOTSATE EG DERTE I S RP O F R A A LC FI R NO I I N G ONSESI ELA EEN No. 3332 C J RSTU SE A M A . N LUTAR D NMAU O S SIGNED: NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 1600 San Diego, CA 92101 United States 12-31-21 05-04-2020 177059 8/24/2020 1:12:15 PM C:\Users\castellon\Documents\OCC_CEI_Structure_557598410_R19_castellon@coffman.com.rvt OCC S08.112 STRUCTURAL DETAILS 55.7598.410 CONFERENCE CENTER AND SHARED SERVICES BLDG SILVERROCK LODGING, LLC 52-100, 52-150 SILVERROCK WAY, LA QUINTA, CA 92253 2019.11.15 CD - PERMIT 2ND CYCLE PROGRESS SET A 2019.12.13 CD - PERMIT 2ND CYCLE B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP D 2020.05.08 CD - GMP CHANGES 2 2020.09.08 ISSUE FOR CONSTRUCTION 03/10/2022