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BCOM2019-0056Description: MONTAGE / 1,985SF GUESTROOM TYPE 4 - BUILDING 11 Type: BUILDING COMMERCIAL Subtype: HOTEL/MOTEL Status: APPROVED -CONDITIONS Applied: 9/24/2019 EPRS (WEB) Approved: 7/21/2021 AOR Parcel No: 777490012 Site Address: 79195 AHMANSON LN BLDG 11 LA QUINTA,CA 92253 Subdivision: Block: Lot: Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $145,044.90 Occupancy Type: Construction Type: Expired: 10/25/2021 AOR No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 1,985SF GUESTROOM TYPE 4 — BUILDING 11 WITH HOUSEKEEPING FACILITIES [VB/R-1/CLASS A-FR/NFPA 131 THIS PERMIT DOES NOT INCLUDE BLOCK WALLS, EXTERIOR SITE LIGHTING OR FIRE SPRINKLER SYSTEM. 2016 CALIFORNIA BUILDING CODES. Applied to Approved ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL AARON HICKSON 9/25/2019 9/25/2019 EMAIL TO APPLICANT TO ATTACH DOCUMENTS FOR PERMIT REVIEW. EMAIL SENT TO APPLICANT (TEAKA_MCCARTHY@GENSLER.COM CC: VEIT—KUGEL@GENSLER.COM) THAT FILE SIZE EXCEEDS E-MAIL AJ ORTEGA 11/20/2019 11/20/2019 SYSTEM LIMITATIONS, UNABLE TO COMPLETE 21ND SUBMITTAL. NOTE AARON HICKSON 9/30/2019 9/30/2019 APPLICANT UPLOADED TITLE 24 RESUBMITTAL AJ ORTEGA 4/13/2022 4/13/2022 REVISION 1: BULLETIN 1 - ATTACHMENTS VERIFIED, REVIEWS CREATED. CONDITIONS Printed: Tuesday, July 19, 2022 10:37:06 AM 1 of 19 _.:#7wSYSiEMS CONDITION DATE DATE DATE CONTACT STATUS REMARKS NOTES TYPE ADDED REQUIRED SATISFIED • SUBMITTAL OF SEQUENCE SHEET (BUILDING PERMIT APPLICATION FOR EACH INDIVIDUAL STRUCTURE) • APPROVAL FROM FIRE AND PLANNING • APPROVAL OF FINAL MAP, PGP, PAD CERTS, AND COMPACTION REPORT PRIOR TO BUILDING READY TO ISSUE PERMIT ISSUANCE AJ ORTEGA 4/2/2020 PENDING CHECKLIST UPDATED: • SUBMITTAL OF SEQUENCE SHEET (BUILDING PERMIT APPLICATION FOR EACH INDIVIDUAL STRUCTURE) • APPROVAL OF FINAL MAP, PGP, PAD CERTS, AND COMPACTION REPORT PRIOR TO BUILDING PERMIT ISSUANCE CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT Andrew Michajlenko 225 Broadway Suite San Diego CA 92101 (619)557-3131 teaka_mccarthy@gensl 100 er.com CONTRACTOR ROBERT GREEN RESIDENTIAL INC 3551 FORTUNA RANCH ENCINITAS CA 92024 (619)557-3131 JOSH @THEROBERTG RE RD ENCOMPANY.COM DEVELOPER THE ROBERT GREEN COMPANY 343 4TH AVE SAN DIEGO CA 92101 (619)557-3131 JOSH @THEROBERTG RE ENCOMPANY.COM OWNER SILVERROCK PHASE 1 3551 FORTUNA RANCH ENCINITAS CA 92924 (619)557-3131 RD OWNER CITY OF LA QUINTA P O BOX 1504 LA QUINTA CA 92247 (619)557-3131 (HISTORY) PROJECT GENSLER SAN DIEGO 225 BROADWAY STE SAN DIEGO CA 92101 (619)557-3131 teaka_mccarthy@gensl MANAGER 100 er.com Printed: Tuesday, July 19, 2022 10:37:06 AM 2 of 19 __ _.:17-wSYSiEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY ART IN PUBLIC PLACES - 270-0000-43201 0 $725.22 $0.00 COMMERCIAL Total Paid for ART IN PUBLIC PLACES - AIPP: $725.22 $0.00 HOURLY CHARGE - CITY 101-0000-42600 1 $167.00 $167.00 5/27/22 R70621 1098 CHECK ROBERT GREEN SLIM BUILDING STAFF RESIDENTIAL INC HOURLY CHARGE - 101-0000-42600 5 $525.00 $525.00 5/27/22 R70621 1098 CHECK ROBERT GREEN SLIM ESGIL CIVIL ENGINEER RESIDENTIAL INC Total Paid for BLDG CITY STAFF - PER HOUR: $692.00 $692.00 BSAS SB1473 FEE 1 101-0000-20306 1 0 $6.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $6.00 $0.00 BSA: Credit Card Fee 101-0000-43505 0 $30.76 $30.76 9/24/19 WEB4103 CREDIT Andrew Michajlenko EPRS Total Paid for Credit Card Fee: $30.76 $30.76 DIF - TOURIST COMMERCIAL - CIVIC 252-0000-43200 0 $1,452.00 $0.00 CENTER DIF - TOURIST COMMERCIAL - FIRE 257-0000-43200 0 $668.00 $0.00 PROTECT. DIF - TOURIST COMMERCIAL - STREET 255-0000-43200 0 $260.00 $0.00 MAINT. DIF - TOURIST COMMERCIAL - 250-0000-43200 0 $6,360.00 $0.00 TRANSPORTATION Total Paid for DIF - TOURIST COMMERCIAL: $8,740.00 $0.00 101-0000-42600 ($10.73) ($10.73) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($93.38) ($93.38) 7/21/21 OFFSET OFFSET AOR Printed: Tuesday, July 19, 2022 10:37:06 AM 3 of 19 RWYSiEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY NON-RESIDENTIAL, EA 101-0000-42403 0 $40.25 $0.00 ADDITIONAL 2,000SF NON-RESIDENTIAL, EA 101-0000-42600 0 $10.73 $10.73 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR ADDITIONAL 2,000SF PC COMPANY NON-RESIDENTIAL, 101-0000-42403 0 $120.75 $0.00 FIRST 2,000SF NON-RESIDENTIAL, 101-0000-42600 0 $93.38 $93.38 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR FIRST 2,000SF PC I I ICOMPANY Total Paid for ELECTRICAL - NEW CONSTRUCTION 2019: $161.00 $0.00 101-0000-42600 ($563.50) ($563.50) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($241.50) ($241.50) 7/21/21 OFFSET OFFSET AOR FIRE NEW 101-0000-42420 0 $483.00 $483.00 9/24/19 WEB4103 CREDIT Andrew Michajlenko EPRS COMMERCIAL PC FIRE NEW MULTI- 101-0000-42421 0 $322.00 $322.00 5/27/22 R70621 1098 CHECK ROBERT GREEN SLIM RESIDENTIAL RESIDENTIAL INC FIRE PLAN REVISION 101-0000-42420 0 $167.00 $167.00 5/27/22 R70621 1098 CHECK ROBERT GREEN SLIM SUBMITTALS RESIDENTIAL INC FIRE STAFF - PER HOUR 101-0000-42420 3.5 $563.50 $563.50 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY FIRE STAFF - PER HOUR 101-0000-42420 1.5 $241.50 $241.50 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY Total Paid for FIRE FEES: $972.00 $972.00 101-0000-42600 ($67.10) ($67.10) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($26.83) ($26.83) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($40.25) ($40.25) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($48.33) ($48.33) 7/21/21 OFFSET OFFSET AOR AIR HANDLER 101-0000-42402 0 $201.25 $0.00 AIR HANDLER PC 101-0000-42600 0 $67.10 $67.10 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY Printed: Tuesday, July 19, 2022 10:37:06 AM 4 of 19 __ _.:#_?_WSYSiEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY CONDENSER/COMPRES 101-0000-42402 0 $40.25 $0.00 SOR CONDENSER/COMPRES 101-0000-42600 0 $26.83 $26.83 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR SOR PC COMPANY OTHER MECHANICAL 101-0000-42402 0 $40.25 $0.00 EQUIPMENT OTHER MECHANICAL 101-0000-42600 0 $40.25 $40.25 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR EQUIPMENT PC COMPANY VENT FAN 101-0000-42402 0 $120.78 $0.00 VENT FAN PC 101-0000-42600 0 $48.33 $48.33 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY Total Paid for MECHANICAL 2019: $402.53 $0.00 101-0000-42600 ($1,227.03) ($1,227.03) 7/21/21 OFFSET OFFSET AOR NEW CONSTRUCTION 101-0000-42400 0 $1,227.03 $1,227.03 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR PERMIT 2019 COMPANY NEW CONSTRUCTION 101-0000-42400 0 $338.35 $0.00 PERMIT 2019 Total Paid for NEW CONSTRUCTION PERMIT 2019: $338.35 $0.00 101-0000-42600 ($7.04) ($7.04) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($1,200.00) ($1,200.00) 1/15/20 OFFSET OFFSET AOR NEW CONSTRUCTION 101-0000-42600 0 $1,200.00 $1,200.00 1/15/20 DEPOSIT DEPOSIT GENSLER SAN DIEGO AOR PLAN CHECK 2019 NEW CONSTRUCTION 101-0000-42600 0 $7.04 $7.04 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR PLAN CHECK 2019 COMPANY Total Paid for NEW CONSTRUCTION PLAN CHECK 2019: $0.00 $0.00 PLAN CHECK DEPOSIT - 101-0000-42600 1 $2,790.00 $2,790.00 7/21/21 R66154 CTAAEC478 TRUST THE ROBERT GREEN AOR COMMERCIAL ACCOUNT COMPANY Printed: Tuesday, July 19, 2022 10:37:06 AM 5 of 19 __ _.:j?wSYSiEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY PLAN CHECK DEPOSIT - 101-0000-42600 1 $1,200.00 $1,200.00 9/24/19 WEB4103 CREDIT Andrew Michajlenko EPRS COMMERCIAL Total Paid for PLAN CHECK DEPOSIT - COMMERCIAL: $3,990.00 $3,990.00 101-0000-42600 ($5.37) ($5.37) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($18.78) ($18.78) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($375.76) ($375.76) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($26.83) ($26.83) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($24.15) ($24.15) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($13.42) ($13.42) 7/21/21 OFFSET OFFSET AOR BACKFLOW DEVICE 101-0000-42401 0 $13.42 $0.00 BACKFLOW DEVICE PC 101-0000-42600 0 $5.37 $5.37 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY BUILDING SEWER 101-0000-42401 0 $26.83 $0.00 BUILDING SEWER PC 101-0000-42600 0 $18.78 $18.78 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY FIXTURE/TRAP 101-0000-42401 0 $375.76 $0.00 FIXTURE/TRAP PC 101-0000-42600 0 $375.76 $375.76 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY GAS SYSTEM, 5+ 101-0000-42401 0 $40.25 $0.00 OUTLETS GAS SYSTEM, 5+ 101-0000-42600 0 $26.83 $26.83 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR OUTLETS PC COMPANY WATER HEATER/VENT 101-0000-42401 0 $40.26 $0.00 WATER HEATER/VENT 101-0000-42600 0 $24.15 $24.15 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR PC COMPANY WATER SYSTEM 101-0000-42401 0 $13.42 $0.00 INST/ALT/REP Printed: Tuesday, July 19, 2022 10:37:06 AM 6 of 19 __ _.:#rWSYSiEMS ■ CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY WATER SYSTEM 101-0000-42600 0 $13.42 $13.42 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR INST/ALT/REP PC COMPANY Total Paid for PLUMBING 2019: $509.94 $0.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 9/24/19 WEB4103 CREDIT Andrew Michajlenko EPRS MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 SMI -COMMERCIAL 1 101-0000-20308 1 0 $40.61 $0.00 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $40.61 $0.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 9/24/19 WEB4103 CREDIT Andrew Michajlenko EPRS ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TUMF 2018 - HOTEL 224-0000-20320 1 0 $14,040.00 $0.00 Total Paid for TUMF 2018: $14,040.00 $0.00 TOTALS: RETURNED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST PERMIT TECH — AARON 9/24/2019 9/25/2019 9/30/2019 COMPLETE ETRAKIT (1 DAY) HICKSON 1ST BLDG NS — AJ ORTEGA 9/24/2019 10/15/2019 10/25/2019 REVISIONS REQUIRED PENDING FIRE. ETRAKIT (3 WK) The applicant must file a Modification by 1ST PLANNING — NICOLE 9/24/2019 10/8/2019 10/10/2019 REVISIONS REQUIRED Applicant because of the change in design from ETRAKIT (2 WK) CRISTE the approved SDP. Printed: Tuesday, July 19, 2022 10:37:06 AM 7 of 19 RWSYSiEMS 1ST PUBLIC WORKS — ETRAKIT (2 WK) AMY YU 9/24/2019 10/8/2019 10/9/2019 PENDING DOCUMENTS PENDING ROUGH GRADING AND PRECISE GRADING PLAN TO BE SUBMITTED TO PUBLIC WORKS FOR PLAN CHECK Office of the Fire Marshal review comments & corrections: 1. It has been identified that several of the Guestrooms are to be located greater than the minimum 150-feet hose -lay distance from approved Fire Access points. (CFC 503.1.1). Riverside County Fire Department — OFM does not accept NFPA 13R systems in R-1/11-2 Occupancies to be provisions to extend beyond 150-feet required fire access distance. a. Plans shall identify the proposed alternative to request extended fire access distances. (NFPA 13R ? NFPA 13? (OR) Increased Construction Classification?) i. Units: 3, 6, 16, 17, 18, 19, 20, 21, 22, 23, 24, 27, 28 and 29 appear to be affected. 2. Sheet GR G00.001 identifies "Fire Separation" requirements. CBC defines "Fire Separation Distance" as The distance measured from a building face to one of the following: c) to an imaginary line between two buildings on the lot. 1ST FIRE - ETRAKIT KOHL 9/24/2019 10/8/2019 10/25/2019 REVISIONS REQUIRED SEE COMMENTS a. Sheet S1 A00.551 shows that majority of the (2 WK) HETRICK Guestroom buildings are at a distance that would require exterior wall fire resistance rating in compliance with CBC Table 602. Architectural plans do not appear to identify any exterior wall or glazing ratings on any of the unit plans. 3. Plans shall identify the location, size and installation of required Portable Fire Extinguishers in compliance with CFC 906. 4. Provide a Building/Unit Addressing Plan that identifies a consistent Sleeping Unit addressing Printed: Tuesday, July 19, 2022 10:37:06 AM 8 of 19 RWYSiEMS method. Include details of the building and door signage to support the plan. Building signage shall be visible both from guest access points as well as alternative fire access points. Some areas may require in -ground postings identifying access to buildings not easily viewable from the access points or where intersections are located. S. Reference red -line notes and comments on the Fire reviewed plan -set pdf. DIGITAL SUBMITTAL - COMPLETE (ARCH/MEP/ENERGY/STRUCTURAL) REVIEW Corrections added to plans (changemarks), and 1ST BLDG KURT CULVER 10/1/2019 10/15/2019 10/15/2019 REVISIONS REQUIRED separate list of the same items emailed to city. COMPLETE (2 WK) 15 HRS at $120.00 (Structural) 11 HRS at $90.00 (Non -Structural) Per Invoice from EsGil 2ND PERMIT TECH — AJ ORTEGA 11/19/2019 11/20/2019 11/20/2019 REVISIONS REQUIRED 2ND SUBMITTAL PLAN SET EXCEEDS FILE SIZE ETRAKIT (1 DAY) LIMITATIONS, UNABLE TO PROCESS FOR REVIEW. THIS IS A DIGITAL REVIEW 2ND BLDG NS (2 WK) AJ ORTEGA 11/21/2019 12/9/2019 12/12/2019 REVISIONS REQUIRED SEE COMPLETE CONSULTANT REVIEW AND OTHER INTERNAL REVIEW COMMENTS. THIS IS A DIGITAL REVIEW 2ND PLANNING (2 WK) NICOLE CRISTE 11/21/2019 12/9/2019 12/10/2019 PENDING DOCUMENTS Applicant has not submitted MBA. Permits cannot be reviewed or OKed without. THIS IS A DIGITAL REVIEW 2ND PUBLIC WORKS AMY YU 11/21/2019 12/9/2019 11/25/2019 PENDING DOCUMENTS PENDING APPROVAL OF PRECISE GRADING PLAN, (2 WK) PAD CERTS, AND COMPACTION REPORT PRIOR TO PERMIT ISSUANCE 2ND BLDG KURT CULVER 11/22/2019 12/3/2019 12/3/2019 REVISIONS REQUIRED COMPLETE (1 WK) THIS IS A DIGITAL REVIEW Printed: Tuesday, July 19, 2022 10:37:06 AM 9 of 19 __ _.:IF-wSYSiEMS 2ND BLDG COMPLETE (1 WK) KURT CULVER 11/22/2019 12/3/2019 12/3/2019 REVISIONS REQUIRED Two remaining items: 1. Each sheet of the plans must be signed. 2. Most of the buildings are too close together. Provide accurate dimensions to show the proximity between ALL buildings. THEN, provide a narrative to explain how the wall -and -opening provisions from CBC Chapters 6 and 7 are satisfied. BCOM2019-0056 — SILVERROCK — MONTAGE GUESTROOMS — 3RD SUBMITTAL — OFFICE OF THE FIRE MARSHAL REVIEW *OFM was not routed for the 2nd Submittal Review. ** Alternative Material & Method Requests are still pending approval. The following comments and corrections are required to be addressed in compliance with applicable codes and standards: 1) 1/9/2020 Applicant responses identify the plan to consider "clusters" of the Guest Rooms as one building as allowed by CBC 705.3 Exception 1. This is reiterated on sheet S1 A00.503 under "Montage Guestroom Notes". This sheet is the Site Plan. Relocated or duplicate these notes (which require correction) to sheet GR G00.001 under Building Code Data as this is where it is applicable for explanation. 2) Due to the application of an Alternative Method and Materials request for this project, that includes mitigation of the fire hose pull length for measuring Fire Access exceeding 150- feet, it is necessary that the plans are consistent with discussions of mitigations and actually call out what Fire Protection design standard (NFPA Printed: Tuesday, July 19, 2022 10:37:06 AM 10 of 19 RWSYSiEMS 3RD FIRE (1 WK) KOHL HETRICK 3/3/2020 3/10/2020 4/8/2020 REVISIONS REQUIRED Fire not routed for 2nd submit 13) of sprinkler system and what increased design category is being proposed. (i.e. Residential provisions, Light or Ordinary hazards). a. Based on CBC Table 506.2, the sprinkler footnote is S1 which indicates a minimum NFPA 13 sprinkler design is already required. 3) The following items require correction under the Code Summary section on Sheet GR G00.001: a. Building Height — Allowable 40-feet maximum height with area increase (*Table 506.2 S1 was used for 28,000 feet which is an area increase.) b. Stories — Allowable 2 story with area increase c. Areas — GR1 is identified as individually being 5,450 SF. Based on scaling from other sections of the plan set, it does not appear to be taking into account the adjacent pool equipment building. d. Areas — There is a later note advising "Allowable 28,000 GSF without increase." Add ... without "height" increase. 4) Scope of work does not appear to identify the inclusion of the pool equipment building associated with GR1. 5) Fire Department Submittals and Deferred Submittals shall be updated to include — *Private Fire Mains and **Facility/Unit Addressing Plan 6) Sheet S1 A00.501 and A00.503 require update to detail the adjustments to the Fire Access turnaround element as is currently being discussed. 7) On Sheet S1 A00.503 under Montage Guestroom Notes, the following concerns shall be addressed: a. There is a typo on the referenced CBC section for the single building provisions. Printed: Tuesday, July 19, 2022 10:37:06 AM 11 of 19 RWSYSiEMS b. The text identifies "interconnected sprinkler systems and common FDC. This arrangement has changed as each unit has a proposed wall mounted FDC and is individually receiving its fire sprinkler supply from the future private fire main. c. This section identifies that Cluster 5 is 700 GSF above the 28,000 GSF limit and "will conform with applied area increase." Adequately explain, as the 28,000 SF CBC 506.2 limit for S1 is an area increase. 8) Additional adjustments for Sheet S1 A00.503: a. Fire Flow Requirements shall be updated to read — "Minimum 2,500 GPM at 20-PSI residual pressure while simultaneously flowing a minimum of 2 most -remote fire hydrants." *This is due to the clustering of the GR up to the 28,000 square feet. b. Under SHEET NOTES, remove incorrect code and policy references. 9) Sheets GR1 A01.201, A02.202 and A02.601 do not provide detail of the adjacent/attached pool equipment building. 10) On sheet A02.201 which identifies the Pool Equipment Building, provide a wall schedule. 11) All GR1, GR2, GR3 and GR4 A01.201 sheets are required to identify the (1) size, (2) classification, (3) location and (4) installation arrangement of portable fire extinguishers in compliance with CFC 906. a. CCR Title 19 Section 567 (i) "Fire extinguishers shall not be obstructed or obscured from view." (j) "Fire extinguishers shall be conspicuously located along normal paths of travel where they will be readily accessible and immediately available in the event of a fire." Printed: Tuesday, July 19, 2022 10:37:06 AM 12 of 19 RWSYSiEMS 3RD BLDG COMPLETE (1 WK) KURT CULVER 3/4/2020 3/11/2020 3/31/2020 READY FOR APPROVAL SEE ATTACHED TRANSMITTAL. 3RD PUBLIC WORKS PENDING APPROVAL OF PRECISE GRADING PLAN, (1 WK) AMY YU 3/4/2020 3/11/2020 3/12/2020 PENDING DOCUMENTS PAD CERTS, AND COMPACTION REPORT PRIOR TO PERMIT ISSUANCE Cannot review until MBA submitted on 3/9/20 3RD PLANNING (1 NICOLE has been reviewed and assessed. WK) CRISTE 3/4/2020 3/11/2020 3/10/2020 PENDING DOCUMENTS Cannot review until MBA submitted on 3/9/20 has been reviewed and assessed. SUBMITTAL OF SEQUENCE SHEET (BUILDING PERMIT APPLICATION FOR EACH INDIVIDUAL 3RD BLDG NS (1 WK) AJ ORTEGA 3/4/2020 3/11/2020 4/2/2020 APPROVED- STRUCTURE), APPROVAL FROM FIRE AND CONDITIONS PLANNING, AND APPROVAL OF FINAL MAP, PGP, PAD CERTS, AND COMPACTION REPORT PRIOR TO BUILDING PERMIT ISSUANCE. 4TH PLANNING (1 NICOLE 5/7/2020 5/14/2020 5/8/2020 READY FOR APPROVAL MBA Complete. Plans are consistent with MBA. WK) CRISTE FIRE GENERAL CONDITIONS Fire Department approval is based upon the 2016 CBC requirements for R-1 occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy, without further review and approval. ACCESS Fire Department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, La Quinta Municipal Code and Riverside County Fire Department Standards. 1) Certain designed areas will be required to be maintained as fire lanes and will require approved signs and/or stenciling in red with CVC 22500.1 conspicuously posted. Printed: Tuesday, July 19, 2022 10:37:06 AM 13 of 19 RWSYSiEMS 4TH FIRE - ETRAKIT (1 WK) KOHL HETRICK 5/14/2020 5/21/2020 5/19/2020 APPROVED SEE NOTES FOR COA 2) Vehicle access gates shall be provided with KNOX Box, Padlock or Key -switch access. Automatic gates shall also have Opticom IR receivers. 3) Approved street signs shall be installed and visible. 4) No Traffic Calming Devices shall be installed. WATER 1) The Fire Department is required to set a minimum fire flow for the construction of all buildings using the procedure established in the 2016 CFC. A fire flow of 2,500 gpm flow @ 20 psi residual pressure from a minimum of 2 fire hydrants flowing simultaneously/cumulatively for a 2-hour duration. This water supply must be available within 400-feet of the project before vertical construction begins. a) Fire Flow requirement based on currently proposed 28,000 (gross) square feet [cluster] structure of type V-B construction. 2) Applicant and/or developer shall separately submit 2 sets of off -site water system plans to the Fire Department office for review. Plans must be signed by a registered Civil Engineer and/or water purveyor prior to Fire Marshal review and approval. Mylar will be signed by the Fire Marshal after review and approval. DEFERRED SUBMITTALS REQUIRED 1) PRIVATE FIRE MAIN (FPUWP) — System plans in compliance with NFPA 24 must be submitted to the Fire Department for review and approval. Hydraulic Calculations may be required. 2) FIRE SPRINKLER SYSTEM (FPFSS) - Install a complete fire sprinkler system per NFPA 13. System plans must be submitted to the Fire Department for review and approval. 3) FIRE ALARM/MONITORING SYSTEM (FPFAS) - Printed: Tuesday, July 19, 2022 10:37:06 AM 14 of 19 RWSYSiEMS 4TH BLDG NS (1 WK) I AJ ORTEGA 15/14/2020 5/21/2020 I 6/1/2020 I APPROVED - CONDITIONS Install a MANUAL fire alarm system as per NFPA 72 required by the California Building Code, California Fire Code and designed in accordance with adopted standards. A C-10 licensed contractor must submit plans to the Fire Department office for review and approval prior to installation. 4) FACILITY UNIT ADDRESSING PLAN — Submit plans and details for the proposed building identifier and unit addressing for review and approval by Fire. PRIOR TO FINAL 1) Provide keys to the tenant space (all tenants), utility rooms and elevator services for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. 2) Install portable fire extinguishers per Title 19 as detailed on the approved plans. 3) Applicable room door(s) shall be posted "ELECTRICAL", "FACP", "FIRE RISER" and "ROOF ACCESS" on the outside of the door so it is visible and in a contrasting color. The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760)777-7131. FIRE AND PLANNING HAVE PROVIDED APPROVAL, SEE CONDITIONS LIST FOR REMAINING ITEMS NECESSARY FOR ISSUANCE. Printed: Tuesday, July 19, 2022 10:37:06 AM 15 of 19 _.:#-?-WSYSiEMS PGP APPROVED 4TH PUBLIC WORKS AMY YU 10/12/2021 10/19/2021 10/12/2021 READY FOR APPROVAL PAD CERT AND GRADING CERTIFICATION WITH (1 WK) COMPACTION REPORT RECEIVED 1ST BLDG NS — AJ ORTEGA 4/13/2022 4/27/2022 5/6/2022 APPROVED- REVISION 1: BULLETIN PENDING FIRE APPROVAL. ETRAKIT (2 WK) ICONDITIONS 1 1ST FIRE - ETRAKIT KOHL 4/13/2022 4/20/2022 5/10/2022 APPROVED REVISION 1: BULLETIN (1 WK) HETRICK 1 1ST BLDG ESGIL 4/13/2022 4/21/2022 4/29/2022 APPROVED REVISION 1: BULLETIN COMPLETE (1 WK) 1 BOND INFORMATION Attachment Type CREATED OWNER ATTACHMENTS DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2019-0056 - 3RD DOC 4/1/2020 AJ ORTEGA 3RD REVIEW ESGIL REVIEW ESGIL 1 TRANSMITTAL TRANSMITTAL.pdf RFI 22 (CONCRETE BCOM2019-0056 - RFI 22 (CONCRETE FORM DOC 2/28/2022 AJ ORTEGA FORM BOARD IN 1 BOARD IN FOOTING) FOOTING).pdf BCOM2019-0056 - REVISION 1 - 1ST REVISION 1 - 1ST DOC 4/13/2022 AJ ORTEGA SUBMITTAL PLAN SUBMITTAL PLAN 1 CHANGE NARRATIVE CHANGE NARRATIVE.pdf BCOM2019-0056 - REVISION 1 - ESGIL DOC 5/5/2022 AJ ORTEGA TRANSMITTAL REVISION 1 - ESGIL 0 (APPROVED) TRANSMITTAL (APPROVED).pdf BCOM2019-0056 - DOC 5/5/2022 AJ ORTEGA REVISION 1 - ESGIL FEE REVISION 1 - ESGIL FEE 0 SHEET SHEET.pdf Printed: Tuesday, July 19, 2022 10:37:06 AM 16 of 19 __ _.:#7wSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2019-0056 - 2ND DOC 11/19/2019 EtrakitContractor 2ND SUBMITTAL SUBMITTAL APPLICANT 1 APPLICANT RESPONSES RESPONSES.pdf 2019-11-01_GR DOC 11/19/2019 EtrakitContractor 2ND SUBMITTAL - STR Supplemental Struct 1 CALCS Calcs.pdf 8227-04 - SRR La Quinta DOC 11/19/2019 EtrakitContractor 2ND SUBMITTAL - GEO Geotechnical Report, 1 TECHNICAL Oct 2019.pdf 20191118_ GR_Cycle 1 DOC 11/19/2019 EtrakitContractor 2ND SUBMITTAL - plan check comments 1 RESPONSES and response.pdf 20191118 GR Cycle 2 DOC 11/21/2019 EtrakitContractor 2ND SUBMITTAL - PLAN Prmit 1 SET Sbmtl reduced.pdf BCOM2019-0056 - 3RD DOC 3/3/2020 EtrakitContractor 3RD SUBMITTAL PLAN SUBMITTAL PLAN SET - 1 SET - VOLUME 1 VOLUME 1.pdf BCOM2019-0056 - 3RD DOC 3/3/2020 EtrakitContractor 3RD SUBMITTAL PLAN SUBMITTAL PLAN SET - 1 SET - VOLUME 2 VOLUME 2.pdf BCOM2019-0056 - 3RD DOC 3/3/2020 EtrakitContractor 3RD SUBMITTAL SUBMITTAL APPLICANT 1 APPLICANT RESPONSES RESPONSES.pdf BCOM2019-0056 - 3RD DOC 3/3/2020 EtrakitContractor 3RD SUBMITTAL SUBMITTAL ENERGY 1 ENERGY PLAN SHEETS PLAN SHEETS.pdf BCOM2019-0056 - 4TH DOC 5/13/2020 EtrakitContractor 4TH SUBMITTAL PLAN SUBMITTAL PLAN 1 SET SET.pdf Printed: Tuesday, July 19, 2022 10:37:06 AM 17 of 19 __ _.:#7wSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 4TH SUBMITTAL BCOM2019-0056 - 4TH DOC 5/13/2020 EtrakitContractor APPLICANT FIRE SUBMITTAL APPLICANT 1 RESPONSES FIRE RESPONSES.pdf Waste Mgmt Plan - SR Waste Management DOC 10/7/2021 Etrakit Contractor Montage Residences on Plan -Montage 1 Conchilla Ct. Residences.pdf BCOM2019-0056 - DOC 4/12/2022 Etrakit Contractor REVISION 1 - 1ST REVISION 1 - 1ST 1 SUBMITTAL PLAN SET SUBMITTAL PLAN SET.pdf Building Certificate Bldg DOC 5/12/2022 Etrakit Contractor 20-23_Bldg Cert.pdf 1 20-23 BCOM2019-0056 - 1ST 1ST SUBMITTAL DOC 9/25/2019 EtrakitPublicReg STRUCTURAL SUBMITTAL 1 STRUCTURAL CALCULATIONS CALCULATIONS.pdf BCOM2019-0056 - 1ST DOC 9/25/2019 EtrakitPublicReg 1ST SUBMITTAL PLAN SUBMITTAL PLAN 1 SET SET.pdf BCOM2019-0056 - 1ST DOC 9/30/2019 EtrakitPublicReg 1ST SUBMITTAL ENERGY SUBMITTAL ENERGY 1 (OUTDOOR LIGHTING) (OUTDOOR LIGHTING).pdf BCOM2019-0056 - 1ST DOC 9/30/2019 EtrakitPublicReg 1ST SUBMITTAL ENERGY SUBMITTAL ENERGY 1 (RES-BUILDING) (RES-BUILDING).pdf BCOM2019-0056 - BCOM2019-0056 - DOC 4/29/2022 ESGIL REVISION 1 - 1ST REVISION 1 - 1ST 1 SUBMITTAL PLAN SET- SUBMITTAL PLAN SET- Approved.pdf Approved.pdf Printed: Tuesday, July 19, 2022 10:37:06 AM 18 of 19 __ _.:#7wSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2019-0056 - BCOM2019-0056 - REVISION 1 - 1ST REVISION 1 - 1ST DOC 4/29/2022 ESGIL SUBMITTAL PLAN SUBMITTAL PLAN 0 CHANGE CHANGE NARRATIVE.pdf NARRATIVE_1.pdf BCOM2019-0056 - 1ST DOC 1/15/2020 JAKE FUSON 1ST REVIEW ESGIL REVIEW ESGIL 1 INVOICE INVOICE.pdf MONTAGE GUEST MONTAGE GUEST ROOMS - CVWD ROOMS - CVWD DOC 11/16/2021 JAKE FUSON ACCEPTANCE OF OPEN ACCEPTANCE OF OPEN 1 EXTERIOR SHOWER EXTERIOR SHOWER DRAIN CONNECTION TO DRAIN CONNECTION TO SANITARY SEWER SANITARY SEWER.pdf DSUSD Montage GR DOC 5/31/2022 JACK LIMA DSUSD SCHOOL FEE School Fee 1 RECEIPT Certificate.pdf BCOM2019-0056 - 1ST DOC 10/23/2019 KURT CULVER 1ST REVIEW COMPLETE REVIEW COMPLETE 1 CORRECTION LIST CORRECTION LIST.doc BCOM2019-0056 - 1ST DOC 10/25/2019 KOHL HETRICK 1ST REVIEW PLAN SET - SUBMITTAL PLAN SET - 1 FIRE COMMENTS ONLY FIRE COMMENTS.pdf PH1 (6) ATTACHMENT 3 DOC 10/1/2019 NICOLE CRISTE SDP SilverRock Plan Set SilverRock Plan Set 10- 0 10-19-16.pdf 19-16.pdf Printed: Tuesday, July 19, 2022 10:37:06 AM 19 of 19 __ _.:#?wSYSiEMS Building Permit Number: Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Plan Submittal Date 8/4/2021 Job Site Address 52397 Conchilla Court Owner's Name SilverRock Luxury Residences, LLC Number, Street, or PO Box 343 Fourth Ave. City, State, Postal Code San Diego, CA 92101 Owner's Phone Number 760-634-6543 Owner's E-Mall Address robertCaltherobertgreencomoanv.com Project Manager's Name Bruce D Maize Project Manager's Phone Number 760-218-8420 Project Manager's E-mail Address brucea-robertoreenresidenbal.com Builder/ Contractorl Robert Green Residential, Inc. Number. Street or PO Box1 343 Fourth Ave. City, State, Postal Codel San Diego, CA 92101 Project Square Footage 128,269 Approval By Burrtec g I /// /� � Date of City Approval Materials To Be Discarded: Product Tons Trash 474.00 Not recyclable Product Tons Asphalt 0.00 Recyclable Masonry (broken) 0.00 Recyclable Brick/Block 0.00 Recyclable Plaster 160.00 Recyclable Cardboard 35.00 Recyclable Scrap Metal 0.00 Recyclable Commingled 0.00 Recyclable Tile (floor) 14.00 Recyclable Concrete 641.00 Recyclable Tile (roof)ARecyclable Recyclable Drywall 68.00 Recyclable WoodRecyclable Donated / Reuse' 0.00 Recyclable Landscape Debris 'Describe Items Totals: Rec cle Trash Projected Diversion: 1180.0 474.0 11.34% I understand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 65% of the jobsite waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project In accordance with this plan. This DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still issued in the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer 5= l/ 2 �;er Devel (rroject Manag uperintendant Date �2 I Construction Debris Management Plan Summary of Requirements As of January 1, 2017, The Green Building Standards Code (CALGreen) requires that the construction of most new structures in the State of California comply with sections 4.408 and 5.408 of the code in accordance with Assembly Bill 939 requiring that no more than 35% of jobsite waste be disposed of as .rash at local land fill sites and transfer stations. Exceptions may be made for certain projects under certain conditions, The City of La Quinta is committed to the highest level of environmental respect, to conserving our precious natural resources and setting an example to provide for a better world for generations to come. Recycling helps keep reusable resources out of landfills and will also reduce disposal costs. IMPORTANT: Burrtec Waste & Recycling Services is the City's franchise hauler. If you choose to self -haul any recyclables or trash, you must .provide copies of all weight tickets and/or receipts from the transfer station. landfill, or recycler as the job progresses. Clean-up companies and other haulers are not permitted to haul waste or recyclables from the City of La Quinta. Self -haul weight tickets should be submitted to: Mike Veto, District Environmental Coordinator - mveto@burrtecdesert.com. or faxed to (760) 340-0417, or mailed to- 41575 Eclectic Street, Palm Desert, CA. 92260. Project Montage Guest Rooms Description Concrete Form Boards Trade Concrete Form Boards Submitted By: Jack Tracy Directed To: Seth Briskman Drawing No. Rev: 2 Bulletin 1 Revision No. Project Number 55.7598.221 Priority Cost Impact Potential: Schedule Impact Potential Question Unknown None RFI Data THE ROBERT GREEN C O M P A N Y RFI # Date Submitted 2.23.22 Required Date Today Date Answered 22 Page S08.101 Detail 9 indicates 15" footing, which the inspector is interpreting to mean there needs to be 15" to dirt from bottom of form board. Contractor used 12" form boards rather than 9" form boards, which would indicate there is 3" of form board placed into the footing. Total Footing/Slab is 24". Contractor would need to pull form boards after placing conrete within 12 hours to remove all form board from footing and would leave a 3" deep by 1 1/2" wide trench on the top of the footing. Inspector is requiring a letter from Structural Engineer allowing the wider form boards. As they have almost 2 Phases of pads formed up, it would need to cover entire project. onse We understand that the image on the following page accurately depicts the written description in the question above. On this basis, we provide the following response: 1. The edge form condition depicted on the following page is acceptable at the following details (at strip footings): --1 A, 1 B & 9A (both sides of stem) on sheet GR S08.101. 2. The condition depicted on the following page is NOT ACCEPTABLE at the following details (at pad footings and grade beams): --3A & 3B on sheet GR S08.101, and --1 B & 2B on sheet GR S08.102. 3. At pad footings and grade beams, the form board shall be shortened to the specified 9 inches where the form board is directly over the pad footing or grade beam. by Brad Lowe Coffman Engineers 2-25-2022 1 Project Montage Guest Rooms Description Concrete Form Boards Trade Concrete Form Boards Submitted By; Jack Tracy Directed To; Seth Briskman Drawing No_ Rear- 2 Bulletin 1 Revisign No_ Project Number 55.7598.221 Priority Cost Impact Potential: Unknown Schedule Impact Potential: None PER PLAN _) CURB INT - V-6") RFI Data T'1[ ROBERT GREEN RFI # 22 (Page 2 added by CEI) Date Submitted 2.23.22 Required Date Today Date Answered se015"XL DEPRE55EE (YVHERE OG Annotations added to detail 1 B!GR S08.101 by Gensler to illustrate the condition on site The vertical blue line represents the form board as built, and the red line indicates the proposed footing notch. This depiction of the condition was verbally confirmed by Jack Tracy of Robert Green Residential during a phone call with Coffman on 2-25-2022 Jacob Fuson From: Roni Ramos <RRamos@cvwd.org> Sent: Tuesday, November 16, 2021 11:14 AM To: Jacob Fuson Cc: Larry Cavanaugh; AJ Ortega Subject: RE: Silver Rock Resort Guest Rooms Exterior Shower EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. Hi Jacob, This email as a PDF should suffice. Thanks for checking. Roni From: Jacob Fuson <Jfuson@laquintaca.gov> Sent: Tuesday, November 16, 2021 10:28 AM To: Roni Ramos <RRamos@cvwd.org> Cc: Larry Cavanaugh <Iavanaugh@gouvisgroup.com>; AJ Ortega <Aortega@laquintaca.gov> Subject: RE: Silver Rock Resort Guest Rooms Exterior Shower External e-mail: Do not click on links or open attachments unless you recognize the sender and you know the content is safe. Good morning Roni, I'm just following up on the acceptance of the connection of the outdoor shower waste piping to the sanitary sewer at the SilverRock project as detailed in your email below. Is any written letter of acceptance, perhaps on the CVWD letterhead required for something like this or if I save your email below as a PDF will that suffice for us to retain for permanent record? Thanks in advance. Jake Fuson I Plans Examiner City of La Quinta 78495 Calle Tampico - La Quinta, CA 92253 760.777.7081 www.laquintaca.gov www.playinlaquinta.com From: Roni Ramos <RRamos@cvwd.org> Sent: Monday, November 15, 2021 5:13 PM To: Larry Cavanaugh <Iavanaugh@gouvisgroup.com> Subject: RE: Silver Rock Resort Guest Rooms Exterior Shower Hi Larry, CVWD would be willing to accept this type of installation as long as there is no roof runoff or storm water runoff going into those shower drains, as stated in the Sanitation Code under "Controlled Discharges". I know we are in a middle of a drought here in the Coachella Valley and it very rarely rains, but if those exterior shower compartments will have an open sky above, how will they handle a big rain event? Will it overwhelm CVWD's sewer system? Will it overwhelm the sewer system within the buildings and cause a backup? After our conversation earlier, I was just trying to visualize this project and contemplate on any unexpected scenarios. If you feel confident that this type of installation will not be an issue, please give us your reassurance. Thanks, Roni Ramos Source Control Coordinator Coachella Valley Water District (760) 398-2661, ext. 3710 (760) 393-7942 Mobile Email: rramos@cvwd.org From: Larry Cavanaugh <Iavanaugh@gouvisgroup.com> Sent: Monday, November 15, 2021 10:57 AM To: Roni Ramos <RRamos@cvwd.org> Cc: Seth Briskman <Seth Briskman@gensler.com>; Veit Kugel <Veit Kugel@gensler.com>; David King <david@therobertgreencompany.com> Subject: Silver Rock Resort Guest Rooms Exterior Shower External e-mail: Do not click on links or open attachments unless you recognize the sender and you know the content is safe. Hi Ronnie, I hope this email reaches you well. Thank you again for taking the time to speak with me this morning regarding this project. Per our conversation, this project has some exterior shower compartments as part of the guest room building designs. These exterior compartments and enclosed on all sides and only open to the sky above. The current design is to route the drain for this shower area to the sanitary sewer and to also prevent any run off from the roof above the adjacent interior space from entering the enclosure and drain. Can you please confirm that this installation will be acceptable for your infrastructure or if any other requirements are needed in order to have this type of installation? Thanks again for all of your help! If you have any questions let me know. Sincerely, G GOUvisengineering Larry Cavanaugh, PE MEP Project Director Team Lead — Plumbing Department LEED Green Associate TUC U11R The Hub Construction Site TourAvaiiabie Now.• JOIN US FOR A SITE TOUR AND DISCUSSION ON PROJECT DESIGN PERSPECTIVES 15 Studebaker I Irvine, CA 92618 Phone: 949.590.9006 Icavanaugh@gouvisgroup.com www.gouvisgroup.com Get directions Note: Our office hours are 8AM-6PM M-Th, and 8AM-12PM Friday Due to the potential that information exchanged by electronic media can deteriorate, be damaged, lost or modified unintentionally or otherwise, use of this data by anyone shall be at the sol user. CAD/Electronic data is created by Gouvis Engineering Consulting Group, Inc. (the Engineer) solely for the purpose of satisfying this Agreement between Client and Engineer. The dat; and/or possession. The Recipient acknowledges that all electronic data and drawings transferred to Client's Consultants are subject to copyright laws. Any change and/or manipulation of tF Engineer's Contract Documents on the part of Client's Consultants or any other third party without the direct written consent of the Engineer is prohibited. Client agrees to notify Client's this Section of the Agreement. CERTIFICATE OF COMPLIANCE �( C�J,r Desert Sands Unified School District DESERT 47950 Dune Palms Road SANDS La Quinta, CA 92253 UNIFIED Date: 10/6/2021 (760)771-8515 SCHOOL No.: 21-02204-1 DISTRICT Owner: SilverRock Phase 1 Email: paula@therobertgreencompany.com Address: 79195 Ahmanson Ln Jurisdiction: La Quinta City: La Quinta Tract #: Type: Commercial Lot # Street No. Street Name Sq. Feet APN Permit No. 11 Units 1101-1104 w/HK 1985 BCOM2019-0056 12 Units 1201-1204 2325 BCOM2021-0044 13 Units 1301-1304 2325 BCOM2021-0045 14 Units 1401-1404 2325 BCOM2021-0046 15 Units 1501-1504 w/HK 2439 BCOM2021-0047 16 Units 1601-1604 2326 BCOM2021-0048 17 Units 1701-1704 w/HK 2438 BCOM2021-0049 18 Units 1801-1804 2326 BCOM2021-0050 19 Units 1901-1904 2326 BCOM2021-0051 20 Units 2001-2004 w/HK 2439 BCOM2021-0052 21 Units 2101-2104 2326 BCOM2021-0053 22 Units 2201-2204 w/HK 2438 BCOM2021-0054 23 Units 2301-2304 w/HK 2439 BCOM2021-0055 24 Units 2401-2404 2325 BCOM2021-0056 25 Units 2501-2504 w/HK 2438 BCOM2021-0057 26 Units 2601-2604 w HK 2439 BCOM2021-0058 27 Units 2701-2704 2325 BCOM2021-0059 28 Units 2801-2804 w/HK 2438 BCOM2021-0060 29 Units 2901-2904 w/HK 2438 BCOM2021-0061 30 Units 3001-3004 w/11K 2439 BCOM2021-0062 31 Units 3101-3104 2325 BCOM2021-0063 32 Units3201-3204 1985 BCOM2021-0064 33 Units 3301-3303 2898 BCOM2021-0065 34 Units 3401-3404 w/HK 2438 BCOM2021-0066 35 Units 3501-3504 2325 BCOM2021-0067 36 Units 3601-3604 w/HK 2438 BCOM2021-0068 37 Units 3701-3704 2326 BCOM2021-0069 38 Units 3801-3804 w/HK 1985 BCOM2021-0070 39 Units 3901-3903 2898 BCOM2021-0071 40 Units 4001-4004 w/HK 2438 BCOM2021-0072 41 Units 4101-4104 2325 BCOM2021-0073 42 Units 4201-4204 w/HK 2438 BCOM2021-0074 43 Units 4301-4304 2325 BCOM2021-0075 44 Units 4401-4404 w/HK 2439 BCOM2021-0076 Corrments: Montage Hotel Guest Rooms, 34 Villa Buildings, Bldg No.11-44 At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under S00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking eating, or sanitation) or replacement mobile homes. It has been determined that the above -named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fess imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.66 X 80882 S.F. or $53,382.12 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in the proposed project may now be issued. Fees Paid By: CC/ Bank of America/ Paula Edwards Bank Name/Recipient of Certificate By Scott L. Ba i I ey Superintendent Fee Collect d/ E empted y: YazminnHenry n I� !/ Check No.: 0929923253 Telephone: 760-457-5130 Funding: Commercial Certificate Fees Due: $53,382.12 Original Payment(s) Rec'd: $0.00 New Payment-Rcc'd: $53,382.12 Over/Under: $0.00 NOTICE: Pursuant toeovernment Code Section 66020(d)(1), this will serve to notify you that the 90-day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. Notice to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WITH EMBOSSED SEAL. rw INTERWEST A SA!le" eo�rMNv DATE: 04-25-2022 ❑ APPLICANT ❑ JURIS. JURISDICTION: La Quinta PLAN CHECK #.: 1gBCOM2019-0056.REV 1.e SET: I PROJECT ADDRESS: 79179 Ahmanson Ln PROJECT NAME: Revision #1 of Silver Rock Resort - Complete Review ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The check list transmitted herewith is for the applicant's information. The plans are being held at Interwest until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to the jurisdiction at: aortega(a)-la-quinta.orq TsanchezCa-)-la-quinta.orq jwiatrakCa-)-laquintaca.gov ❑ Interwest staff did not advise the applicant that the plan check has been completed. ❑ Interwest staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone ❑ REMARKS: Telephone #: (by: ) Email: Fax In Person By: Erich A. Kuchar, P.E. Interwest Received on: 04-14-2022 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 La Quinta 1gBCOM2019-0056.REV 1.e 04-25-2022 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: La Quinta PLAN CHECK #.: 1gBCOM2019- 0056.REV 1.e PREPARED BY: Erich A. Kuchar, P.E. DATE: 04-25-2022 BUILDING ADDRESS: 79179 Ahmanson Ln BUILDING OCCUPANCY: - BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg VALUC (S) Mod. Revision #1 Air Conditioning Fine Sprinklers TOTAL VALUE Jurisdiction Code Iq Manual Input 1997 UBC Building Permit Ftt J 1997 U8C Plan Check Fee FALSE F__� Type of Review: r Complete Rcww RepeitiveFee f Other _ I Repeats a Hourly EsG d Fee • Bawd on hourly rate r Stnictural Only 5 Hrs.@* �to5_oo r $525.00 Sheet 1 of 1 MR May 12, 2022 227621-0000161 Bruce Maize Robert Green Residential 343 Fourth Ave. San Diego, Ca. 92101 Email: bruce@therobertgreencompany.com Subject: Form Certification Building No.'s 34 33, 33 32, 32 31 and 3130 Permit No.'s 2021-66, 65, 64 and 63 Dear Bruce, On May 11, 2022 representatives of this firm visited the above -referenced project site for the purpose of checking the forms for finish floor elevations It was determined that the building forms were in substantial conformance with the approved final grading plans, as follows: Building Description 3433 3332 3231 _ 3130 Plan Finish Floor Elevation Average Finish Floor Differential, FT. 23.60 23.56 -0.04' 26.50 26.51 +0.01' 25.50 25.52 +0.02' 23.30 23.33 +0.03' Horizontal location of proposed building has been found to conform substantially to the approved precise grading plan. If you have any questions, please contact me. Sincerely, AV5, Inc. 7 J Jay S. Fahrion, PLS Office / Survey Manager CC: jack@robertgreenresidential.com 42-829 Cook Street, Suite 104 1 Palm Desert, CA 92211 1 www.NV5.com I Office 760.341.3101 1 Fax 760.469.4086 CONSTRUCTION QUALITY ASSURANCE -INFRASTRUCTURE -UTILITY SERVICES AND TECHNOLOGY -PROGRAM MANAGEMENT -ENVIRONMENTAL Project No. 55.7598.200 Operator & Owener Commei 05.07.2021 Project Name SilverRock Resort Montage Hotel Guestrooms Revised 9/9/2022 Operator and Owner Revisions VERTICAL CONSTRUCTION Issue No. Revision Reference Origin Additional comment Misc. GENERAL This revision includes the following: reducing the overhang at the outdoor showers revising bathtub layout revising relfected ceiling plan adjusting shearwalls between bathrooms and 1 hallways 2 ARCHITECTURAL Gensler CORE&SHELL 1 Revise elevation to show reduced overhang GR2 A04.101 Revise shearwalls at side rooms between bathrooms G R 1 A02.201 2 and hallways Revise btub orientation and shearwalls between G R 1 A02.201 3 bathrooms and hallways 4 Revise roof plan to show reduced overhang G R 1 A02.202 Revise RCP plan to reflect revised G R 1 A02.601 5 layout/or aniziation and show reduced overhang Revise btub orientation and shearwalls between GR2 A02.201 6 bathrooms and hallways 7 Revise roof plan to show reduced overhang GR2 A02.202 g Revise RCP plan to reflect revised layout/organiziation and show reduced overhang GR2 A02.601 9 Revise btub orientation and shearwalls between bathrooms and hallways GR3 A02.201 10 Revise roof plan to show reduced overhang GR3 A02.202 11 Revise RCP plan to reflect revised layout/organiziation and show reduced overhang GR3 A02.601 12 Revise btub orientation and shearwalls between bathrooms and hallways GR4 A02.201 13 Revise roof plan to show reduced overhang GR4 A02.202 14 Revise RCP plan to reflect revised layout/organiziation and show reduced overhang GR4 A02.601 ARCHITECTURAL INTERIOR BHD 1 Revised bathroom layout (tub) and adjusted vanity 2 STRUCTURAL Coffman 1 Revise shear walls at gridline 5.3. GR1 S02.201 2 Revise slab opening at atrium to match architectural GR1 S02.201 3 Revise shear walls and foundation at walls between bathrooms and hallways GR2 S02.201 GR3 S02.201 GR4 S02.201 4 Reduce roof overhang above outdoor showers. Remove now -unnecessary outrigger beams over walls GR2 S02.202 GR3 S02.202 GR4 S02.202 5 Revise collector framing at revised shear walls between bathrooms and hallways GR2 S02.202 GR3 S02.202 GR4 S02.202 6 Correct graphical position of beam parallel to grid 8, from grid 5 to plan west GR2 S02.202 7 Add details 3 & 7 (previously issued as GR SX-01 and GR SX-03) for roof framing conditions at drapery pockets GR S08.111 MONTAGE GUESTROOMS I 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 BULLETIN 01 / BULLETIN 02 1001302021 / 0801902021 COLA SUPPLEMENTAL SUBMITTAL STRUCTURAL REVISIONS - ROOF OVERHANG / SHEAR WALLS GENSLER PROJECT NUMBER: 55.7598.221 SilverRock Lodging, LLC DEVELOPER 3551 Fortuna Ranch Road Encinitas, CA 92024 760.634.6543 Gensler 225 Broadway Suite 100 San Diego, CA 92101 United States Montage International TENANT Family Development GENERAL CONTRACTOR 73081 Fred Waring Drive Palm Desert, CA 92260 760.776.8300 Brayton Hughes INTERIOR ARCHITECT 465 California Street, Suite 350 San Fransisco, CA 94104 415.291.8100 Tel 619.557.2500 Fax 619.557.2520 Coffman Engineers, Inc. STRUCTURAL ENGINEER 1455 Frazee Road, Suite 600 San Diego, CA 92108 619.232.4673 Gouvis Engineering MECHANICAL/PLUMBING ENGINEERS 15 Studebaker Irvine, CA 92618 949.752.1612 Ultimate Communications Systems LOW VOLTAGE CONTRACTOR 2579 West Woodland Drive Anaheim, CA 92801 714.484.3101 RB Consulting Engineers, Inc. ELECTRICAL ENGINEER 1044 Pioneer Way, Suite E El Cajon, CA 92020 619.334.6020 Rowan Electric ELECTRICAL CONTRACTOR 2778 Loker Avenue West Carlsbad, CA 92010 760.692.0700 RNLD LIGHTING DESIGN 527 N Hwy 101 Suite A Solana Beach, CA 92075 760.942.4240 NV5 PRIVATE GAS NETWORK 5092 Avenue of Science, Suite 200 San Diego, CA 92128 760.942.4240 co 0 0 al co w 0 w 0 Q z 0 N N 00 LO LC) LO SHEET NOTES 0 GR2 - SECTION - LEFT/ RIGHT SCALE: 1/4" = V-0" 02 GR2 - SECTION - LEFT/ RIGHT 1 SCALE: 1/4" = V-0" Br 0.1 UPPER ROOF _2 DLOWER ROOF OIL 9'-2" �,,ALL ILEVEL 01 J o'-o° D. UPPER ROOF gL ). LOWER ROOF � 9'-2"Y T.O. ALL 8'-6" LEVEL 01 D. UPPER ROOF i 2" ). LOWER ROOF T.O.8' LEVEL 01 GENERAL NOTES KEY PLAN P U I W-M z4% o 0 o HSa O��000 H 1 ° �A 2 o OOo ooO o° GR- MC CC SS H2 CH A 1 R2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 100 San Diego, CA 92101 United States 0 Date Description Tel 619.557.2500 Fax 619.557.2520 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD - PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.10.13 BULLETIN 01 Seal / Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 Description BUILDING SECTIONS Scale 1 /4" = 1'-011 0 GR2-SECTION-UP/DOWN SCALE: 1/4" = V-0" GR2 A04m101 © 2019 Gensler 0 GR1 - FLOOR PLAN - LEVEL 01 SCALE: 1/4" = V-0" SHEET NOTES 14 STRUCTURAL STEEL PIPE COLUMN W/ CUSTOM COLOR 2-COAT PVDF COATING. SSD 29 OPEN TO ABOVE 31 ELEC. EQUIPMENT. SED 32 MECH. EQUIPMENT. SMD 33 PLUMBING EQUIPMENT. SPD 34 LINE OF ROOF ABOVE 35 TREES/PLANTS. SLAD 148 GARBAGE DISPOSAL AND INSTAHOT PROVIDED BY OTHERS. 182 DOORBELL, SEE 02/GR A00.300 183 22"X54" ACCESS PANEL AND GRILLE PER MECHANICAL, COORDINATE LOCATION WITH OPENING IN FFE PANEL WHERE OCCURS, SID. FOR FINISH, SID. CONFIRM ACCESS CLEARANCES WITH MANUFACTURER. 257 EMERGENCY SHUT-OFF FOR GAS FIRE PIT, LOCATE 42" AFF 277 WATER SOFTENING TANKS, SPD 297 FIRE EXTINGUISHER CABINET. FULLY RECESSED, TRIMLESS ALUMINUM 10LB FEC W/ MIN. CLASS 2A RATED EXTINGUISHER. CUSTOM FINISH CABINET TO MATCH ADJACENT WALL FINISH W/ BLACK HORIZONTAL LETTERS GENERAL NOTES 1 FLOOR PLAN LEGEND CMU WALL 0 NON RATED STUD WALL ® 1/2 HR RATED STUD WALL, STC 60 < STOREFRONT TAG, REFER TO SHEET GR A10.400 �� WALL TAG, REFER TO SHEETS GR A10.102 AND GR A10.201 HALFTONED LINES INDICATE ELEMENT BY INTERIOR ARCHITECT 1. JAMB SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT FINISH SURFACE U.N.O. 2. FOR DIMENSIONS NOT SHOWN, REFER TO ASSOCIATED ENLARGED PLAN. 3. REFRIGERATOR AT GR1 PREP KITCHEN: 36" FULL HEIGHT VIKING PROFESSIONAL 5 SERIES VCRB5363LSS OR EQ 4. POWER AND DATA BOXES TO BE STAGGERED WHERE LOCATED BACK -TO BACK. ADD PUTTY PADS TO ANY BACK BOX IN UNIT SEPARATION WALLS - 3M FIRE BARRIER MOLDABLE PUTTY PADS MPP+ 5. NO PERMANENT OBJECTS TO BE INSTALLED IN A MANNER THAT WILL PREVENT ACCESS PANELS FROM OPENING FULLY. 6. PROVIDE BACKING AT WALL -MOUNTED TELEVISIONS - SPAN MINIMUM 3 STUDS, PLYWOOD OR SHEET METAL BACKING. SEE INTERIOR ARCHITECT'S DRAWINGS FOR LOCATIONS AND QUANTITY OF TELEVISIONS. KEY PLAN U I W-M z4% o 0 o HS a O H 1 o OOo ooO o° GR- MC CC SS H2 CH A 1 R2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 100 San Diego, CA 92101 United States 0 Date Description Tel 619.557.2500 Fax 619.557.2520 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD - PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.10.13 BULLETIN 01 3 2022.09.02 BULLETIN 02 Seal I Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 Description CONSTRUCTION PLAN - LEVEL 01 Scale As indicated � GR1 A01201 © 2019 Gensler 1 2..., 3..... 4'I r4.7) 5 r5.3) 6•.. .7 76' - 4" 7'-43/4" 15'-101, 15'-2" 9'-41/4" 6'-31/4" 5'-81/2" _0110'-0" 14'-0".01 0 GR1 ; ROOF PLAN SCALE: 1/4 = 1-0 ATTIC VENT CALCULATION BUILDING AREA 5,700 S.F. BUILDING AREA 820,800 S.I. ENCLOSED ATTICS AND RAFTER SPACES SHALL BE VENTILATED IN ACCORDANCE WITH CBC 1202.2.1 NET FREE VENTILATION SHALL BE NOT LESS THAN 1/300 OF THE AREA OF THE SPACE VENTILATED: 820,800 S.I./300 = 2,736 S.I. VENTING IS REQUIRED 2,736/2 = 1,368 S.I. HIGH VENTING = 1,368 S.I. REQUIRED LOW VENTING = 1,368 S.I. REQUIRED HIGH VENTING: REFER TO ROOF PLAN FOR LOCATION OF VENTS (1) 8" SQUARE TOP VENT PROVIDES 50 S.I. OF NET FREE VENTING 1,368/50 = 28 28 x 50= 1,400 S.I. OF VENTING PROVIDED 1,400 > 1,368 LOW VENTING: REFER TO REFLECTED CEILING PLAN FOR LOCATION OF SOFFIT VENTS 1' OF SOFFIT VENT PROVIDES 10 S.I. OF NET FREE VENTING 1,368/10 = 136.8" 140" x 10= 1,400 S.I. PROVIDE XXX' OF SOFFIT VENT 1,400 > 1,368 v v SHEET NOTES 01 FUTURE PHOTOVOLTAIC AREA; MIN. 15% OF TOTAL ROOF AREA 09 OPEN TO BELOW 10 SINGLE PLY ROOFING MEMBRANE OVER PLYWOOD SHEATHING OVER ROOF FRAMING.SSD 25 METAL GUTTER W/ CUSTOM COLOR 2-COAT PVDF COATING SHOP APPLIED, SPD 26 DOWN SPOUT RAIN CHAIN 27 DOWN SPOUT NOZZLE 28 HVY GA. GSM RAIN DIVERTER 134 LINE OF BUILDING BELOW 199 FLUE, CHIMNEY, AND INTAKE. SEE INTERIOR DETAILS FOR FIREPLACE SPECS 320 PROVIDE TPO ATTIC VENT, REFER TO DETAIL GENERAL NOTES 1. BASIS OF DESIGN ROOFING MATERIAL: CARLISLE SYNTEC SYSTEMS, SURE -WELD TPO SINGLE PLY ROOFING MEMBRANE (OR APPROVED EQUAL), ICC ESR-1184 (ASTM E108 / UL 790, CLASS A) KEY PLAN AHD HS H1 G E 0 0 MC CC SS H2 CH ]�0 A 1 R2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 100 Fax 619.557.2520 San Diego, CA 92101 United States 0 Date Description 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD - PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION Seal I Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 Description CONSTRUCTION PLAN - ROOF Scale 1 /4" = 1'-011 GR1 A01202 © 2019 Gensler SHEET NOTES 76' - 4" 15'-10" 15'-2" 9'-41/4" 6'-31/4" 5'-81/2" 10'-0" 14'-0" - REFLECTED CEILING PLAN - LEVEL 01 1 /4" = 1'-01, 14 STRUCTURAL STEEL PIPE COLUMN W/ CUSTOM COLOR 2-COAT PVDF COATING. SSD 26 DOWN SPOUT RAIN CHAIN 29 OPEN TO ABOVE 30 OPEN TO STRUCTURE ABOVE 32 MECH. EQUIPMENT. SMD 75 CEMENT PLASTER CONTROL JOINT. ALIGN HORIZONTALLY AND VERTICALLY TYPICAL 131 SOFFIT VENT, FRAMING TO BE PAINTED BLACK AT VENT LOCATIONS 152 MECH. EQUIPMENT ABOVE SOFFIT. SMD 153 FLUSH ACCESS PANEL WITH MUD IN FLANGE, PAINT TO MATCH CEILING. 178 EXHAUST FAN, SMD 188 BRANCH SELECTOR UNIT, SMD. FRAME SOFFIT AS REQ'D TO ACCOMMODATE UNIT AND CONNECTED PIPING. CONFIRM CLEAR SPACE AND ACCESS REQUIREMENTS WITH MANUFACTURER. 190 LINE OF MILLWORK, SID 243 LINE OF SOFFIT 264 FURNITURE BELOW, SID 310 PROVIDE POCKET FOR ROLLER SHADES. COORDINATE WITH MANUFACTURER FOR EXACT SIZING, & POWER REQUIREMENTS. 321 PROVIDE 2" ATTIC SOFFIT VENT 322 CEILING FAN, PROVIDE BACKING AS REQ'D, CENTER ON BED OR COUCH GENERAL NOTES 1 LEGEND 1. LIGHT FIXTURES ARE SHOWN FOR LOCATION ONLY, REFER TO ELECTRICAL AND LIGHTING DESIGNER DRAWINGS FOR MORE INFORMATION. 2. REFER TO INTERIOR ARCHITECT DRAWINGS FOR WALL SCONCE AND ILLUMINATED MIRROR LOCATIONS. 3. REFER TO INTERIOR ARCHITECT DRAWINGS FOR CEILING FINISHES. 4. ALIGN PLASTER CONTROL JOINTS IN SOFFIT WITH WALL JOINTS OR LANDSCAPE DIVIDING WALL WHERE OCCURS. 5. REF G SHEETS FOR GRAPHIC SYMBOLS, GENERAL NOTES, ABBREVIATIONS AND ACCESSIBILITY REQUIREMENTS, CLEARANCES AND MOUNTING HEIGHTS. 6. REFERENCE MEP ENGINEERING DRAWINGS. 7. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND INTERIOR ARCHITECT, LIGHTING DESIGNER, ELECTRICAL, OR MECHANICAL DRAWINGS. OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 8. LOCATIONS OF CEILING PENETRATIONS, SUCH AS DIFFUSERS, GRILLS, LIGHT FIXTURES, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLAN. WHERE LOCATION DISCREPANCIES OCCUR, THE ARCHITECTURAL PLANS GOVERN. 9. WHEN CEILING INTERRUPTIONS OCCUR SUCH AS PARTITIONS, FURR DOWNS, ETC., CONTRACTOR TO CHECK AND VERIFY THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. 10. LIGHT FIXTURES, SPEAKERS, ACCESS PANELS, SPRINKLERS, FLS FIXTURES, ETC., TO BE INSTALLED IN STRAIGHT LINES CENTERED IN CEILING SPACE U.N.O. 11. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS HIGH AS POSSIBLE. 12. ALL GRILLS, PERF. FACE PLATES, ACCESS PANELS, AIR BARS AND TRIMS SHALL BE FACTORY FINISHED TO MATCH THE COLOR OF ADJACENT FINISHED CEILING. 13. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO THE START OF ANY WORK. 14. SMOKE DETECTORS ARE WALL MOUNTED U.N.O., SEE INTERIOR ARCHITECT DRAWINGS FOR LOCATIONS. 15. PROVIDE SEISMIC BRACING FOR CEILINGS AND FIXTURES AS REQ'D BY CODE. 16. MAINTAIN MINIMUM 2" CLEARANCE BETWEEN DUCT INSULATION AND FIREPLACE FLUE IN GR1 SOFFIT. 17. SOLAR SHADE SHOWN IN PLAN, SECTION, DETAIL, ETC. IS DIAGRAMMATIC AND FOR INSTALLATION REFERENCE ONLY. SEE INTERIOR DESIGN DOCUMENTS FOR SOLAR SHADE SPECIFICATIONS. CEILING ELEMENTS O FIRE SPRINKLER, SHOWN FOR REFERENC Nl-' SD ' C�ILINt MOUNT SMOKE' HS DETECTOR/LFS O CEILING MOUNT SPEAKER LOCATION, SLV WALL MOUNT HORN & STOBE + 108" A.F.F RAIN CHAIN REFER TO SHEET S A00.551 FOR 'OC CEILING MOUNT OCCUPANCY 3 R Q'D OC TI NS SENSOR, SED LIGHT FIXTURE TYPES (WALL MOUNTED FIXTURES AND PENDANTS SHOWN FOR REFERENCE. REFER TO INTERIOR ARCHITECT'S DRAWINGS FOR DIMENSIONAL LOCATION.) DOWNLIGHT WALL MOUNTED FIXTURE ®� DIRECTIONAL ARROW WHERE OCCURS 0--0--0--0--00 TAP E LI G HT PENDANT WALL MOUNTED FIXTURE NOTE: REFER TO ARCHITECTURE RCP FOR DIMENSIONAL CONTROL AND ELEVATION OF LIGHTS, SPRINKLERS AND ALL OTHER CEILING DEVICES. REFER TO INTERIOR RCP FOR FINISHES AND ALL OTHER RCPS FOR SYSTEMS INFORMATION ONLY. KEY PLAN P U I W-M z4% o 0 o HS a O H 1 o OOo ooO o° GR- MC CC SS H2 CH A 1 R2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 100 San Diego, CA 92101 United States 0 Date Description Tel 619.557.2500 Fax 619.557.2520 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD - PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.10.13 BULLETIN 01 3 2022.09.02 BULLETIN 02 Seal I Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 Description REFLECTED CEILING PLAN - LEVEL 01 Scale As indicated GR1 A01601 © 2019 Gensler SHEET NOTES IV -O I/4 IJ 'OJ/l+ IV I L L L L � L 13'-43/8" 2'-4" 14'-95/8" 15'-11/8" 15'-87/8" 15'-10" 0 FMIX ALL IS 0 HAVE A RE LENGTH. ;E CAULKING, AND AS RE 'D. SEE S1 0 ti 0 GR2 - FLOOR PLAN - LEVEL 01 SCALE: 1/4" = V-0" i L C.2 14 STEEL PIPE COLUMN. SSD 26 DOWN SPOUT RAIN CHAIN 29 OPEN TO ABOVE 31 ELEC. EQUIPMENT. SED 32 MECH. EQUIPMENT. SMD 33 PLUMBING EQUIPMENT. SPD 34 LINE OF ROOF ABOVE 182 DOORBELL, SEE 02/GR A00.300 183 22"X54" ACCESS PANEL AND GRILLE PER MECHANICAL, COORDINATE LOCATION WITH OPENING IN FFE PANEL WHERE OCCURS, SID. FOR FINISH, SID. CONFIRM ACCESS CLEARANCES WITH MANUFACTURER. 257 EMERGENCY SHUT-OFF FOR GAS FIRE PIT, LOCATE 42" AFF 277 WATER SOFTENING TANKS, SPD 297 FIRE EXTINGUISHER CABINET. FULLY RECESSED, TRIMLESS ALUMINUM 10LB FEC W/ MIN. CLASS 2A RATED EXTINGUISHER. CUSTOM FINISH CABINET TO MATCH ADJACENT WALL 311 PROVIDE BLOCK OUT IN FRAMING FOR LOW VOLTAGE PANEL, SEE ID AND LOW VOLTAGE DRAWINGS. GENERAL NOTESILEGEND CMU WALL 0 NON RATED STUD WALL ® 1/2 HR RATED STUD WALL, STC 60 < STOREFRONT TAG, REFER TO SHEET GR A10.400 �� WALL TAG, REFER TO SHEETS GR A10.102 AND GR A10.201 HALFTONED LINES INDICATE ELEMENT BY INTERIOR ARCHITECT 1. JAMB SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT FINISH SURFACE U.N.O. 2. FOR DIMENSIONS NOT SHOWN, REFER TO ASSOCIATED ENLARGED PLAN. 3. REFRIGERATOR AT GR1 PREP KITCHEN: 36" FULL HEIGHT VIKING PROFESSIONAL 5 SERIES VCRB5363LSS OR EQ 4. POWER AND DATA BOXES TO BE STAGGERED WHERE LOCATED BACK -TO BACK. ADD PUTTY PADS TO ANY BACK BOX IN UNIT SEPARATION WALLS - 3M FIRE BARRIER MOLDABLE PUTTY PADS MPP+ 5. NO PERMANENT OBJECTS TO BE INSTALLED IN A MANNER THAT WILL PREVENT ACCESS PANELS FROM OPENING FULLY. 6. PROVIDE BACKING AT WALL -MOUNTED TELEVISIONS - SPAN MINIMUM 3 STUDS, PLYWOOD OR SHEET METAL BACKING. SEE INTERIOR ARCHITECT'S DRAWINGS FOR LOCATIONS AND QUANTITY OF TELEVISIONS. KEY PLAN U I W—M z4% o 0 o HS a O H 1 o OOo ooO o° GR- MC CC SS H2 CH A 1 R2 E SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 100 San Diego, CA 92101 United States 0 Date Description Tel 619.557.2500 Fax 619.557.2520 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD - PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.10.13 BULLETIN 01 3 2022.09.02 BULLETIN 02 Seal / Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 Description CONSTRUCTION PLAN - LEVEL 01 Scale As indicated � GR2 A01201 © 2019 Gensler 9 105 0 GR2 - ROOF PLAN SCALE: 1/4" = V-0" ATTIC VENT CALCULATION: BUILDING AREA 3,998 S.F. BUILDING AREA 575,712 S.I. ENCLOSED ATTICS AND RAFTER SPACES SHALL BE VENTILATED IN ACCORDANCE WITH CBC 1202.2.1 NET FREE VENTILATION SHALL BE NOT LESS THAN 1/300 OF THE AREA OF THE SPACE VENTILATED: 575,712 S.I./300 = 1,919.04 S.I. VENTING IS REQUIRED 1,919.04/2 = 959.52 S.I. HIGH VENTING = 959.52 S.I. REQUIRED LOW VENTING = 959.52 S.I. REQUIRED HIGH VENTING: REFER TO ROOF PLAN FOR LOCATION OF VENTS (1) 8" SQUARE TOP VENT PROVIDES 50 S.I. OF NET FREE VENTING 959.52/50 = 20 20 x 50= 1,000 S.I. OF VENTING PROVIDED 1,000 > 959.76 LOW VENTING: REFER TO REFLECTED CEILING PLAN FOR LOCATION OF SOFFIT VENTS V OF SOFFIT VENT PROVIDES X S.I. OF NET FREE VENTING 959.52/X = X'-X" XxX=XS.I. PROVIDE XXXOF SOFFIT VENT XXXX > 959.52 SHEET NOTES 01 FUTURE PHOTOVOLTAIC AREA; MIN. 15% OF TOTAL ROOF AREA 09 OPEN TO BELOW 10 SINGLE PLY ROOFING MEMBRANE OVER PLYWOOD SHEATHING OVER ROOF FRAMING.SSD 25 METAL GUTTER W/ CUSTOM COLOR 2-COAT PVDF COATING SHOP APPLIED, SPD 92 SCUPPER DRAIN 105 BEAM; SSD. 134 LINE OF BUILDING BELOW GENERAL NOTES 1. BASIS OF DESIGN ROOFING MATERIAL: CARLISLE SYNTEC SYSTEMS, SURE -WELD TPO SINGLE PLY ROOFING MEMBRANE (OR APPROVED EQUAL), ICC ESR-1184 (ASTM E108 / UL 790, CLASS A) KEY PLAN P U I W-M z4% o 0 % HS a O°O°��O000 H 1 o OOo ooO o° GR- MC CC SS H2 CH ]�0 A 1 R2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 100 San Diego, CA 92101 United States 0 Date Description Tel 619.557.2500 Fax 619.557.2520 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD - PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.10.13 BULLETIN 01 Seal / Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 Description CONSTRUCTION PLAN - ROOF Scale 1 /4" = 1'-011 GR2 A01202 © 2019 Gensler 03 05 01 'R2 4.101 a w C3 w TYP I31 TYP TYP OF 15 U --U F 1 \ ' F10 F10 � � C_� 10'_ \`� EQ. EQ. 1 EQ. EQ. 14 TYP OF 3 2 w 2 0 26 u J F3.1 I T10 _ F3.1 TYP OF 4 3'-111116" 4'-6"' 3'-19/16 1E EQ 01 GR5'-�" A05.503 — — — — — i 05 � GR 503 A05.110 0 GR2 -REFLECTED CEILING PLAN -LEVEL 01 SCALE: 1 /4" = V-0" M 03 GR2 )4.101 0 zo co 0 1=AX ■ C C.2 SHEET NOTES 14 STRUCTURAL STEEL PIPE COLUMN W/ CUSTOM COLOR 2-COAT PVDF COATING. SSD 26 DOWN SPOUT RAIN CHAIN 34 LINE OF ROOF ABOVE 75 CEMENT PLASTER CONTROL JOINT. ALIGN HORIZONTALLY AND VERTICALLY TYPICAL 131 SOFFIT VENT, FRAMING TO BE PAINTED BLACK AT VENT LOCATIONS 178 EXHAUST FAN, SMD 188 BRANCH SELECTOR UNIT, SMD. FRAME SOFFIT AS REQ'D TO ACCOMMODATE UNIT AND CONNECTED PIPING. CONFIRM CLEAR SPACE AND ACCESS REQUIREMENTS WITH MANUFACTURER. 189 FLUSH TRIMLESS ACCESS PANEL, PAINT TO MATCH SOFFIT. 243 LINE OF SOFFIT 310 PROVIDE=POCKETZREQUIREMENTS. ADES. COORDINATE WITH MANUFACTURER FOREXACT S XA 2 GENERAL NOTES / LEGEND 1. LIGHT FIXTURES ARE SHOWN FOR LOCATION ONLY, REFER TO ELECTRICAL AND LIGHTING DESIGNER DRAWINGS FOR MORE INFORMATION. 2. REFER TO INTERIOR ARCHITECT DRAWINGS FOR WALL SCONCE AND ILLUMINATED MIRROR LOCATIONS. 3. REFER TO INTERIOR ARCHITECT DRAWINGS FOR CEILING FINISHES. 4. ALIGN PLASTER CONTROL JOINTS IN SOFFIT WITH WALL JOINTS OR LANDSCAPE DIVIDING WALL WHERE OCCURS. 5. REF G SHEETS FOR GRAPHIC SYMBOLS, GENERAL NOTES, ABBREVIATIONS AND ACCESSIBILITY REQUIREMENTS, CLEARANCES AND MOUNTING HEIGHTS. 6. REFERENCE MEP ENGINEERING DRAWINGS. 7. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND INTERIOR ARCHITECT, LIGHTING DESIGNER, ELECTRICAL, OR MECHANICAL DRAWINGS. OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 8. LOCATIONS OF CEILING PENETRATIONS, SUCH AS DIFFUSERS, GRILLS, LIGHT FIXTURES, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLAN. WHERE LOCATION DISCREPANCIES OCCUR, THE ARCHITECTURAL PLANS GOVERN. 9. WHEN CEILING INTERRUPTIONS OCCUR SUCH AS PARTITIONS, FURR DOWNS, ETC., CONTRACTOR TO CHECK AND VERIFY THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. 10. LIGHT FIXTURES, SPEAKERS, ACCESS PANELS, SPRINKLERS, FLS FIXTURES, ETC., TO BE INSTALLED IN STRAIGHT LINES CENTERED IN CEILING SPACE U.N.O. 11. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS HIGH AS POSSIBLE. 12. ALL GRILLS, PERF. FACE PLATES, ACCESS PANELS, AIR BARS AND TRIMS SHALL BE FACTORY FINISHED TO MATCH THE COLOR OF ADJACENT FINISHED CEILING. 13. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO THE START OF ANY WORK. 14. SMOKE DETECTORS ARE WALL MOUNTED U.N.O., SEE INTERIOR ARCHITECT DRAWINGS FOR LOCATIONS. 15. PROVIDE SEISMIC BRACING FOR CEILINGS AND FIXTURES AS REQ'D BY CODE. 16. MAINTAIN MINIMUM 2" CLEARANCE BETWEEN DUCT INSULATION AND FIREPLACE FLUE IN GR1 SOFFIT. 17. SOLAR SHADE SHOWN IN PLAN, SECTION, DETAIL, ETC. IS DIAGRAMMATIC AND FOR INSTALLATION REFERENCE ONLY. SEE INTERIOR DESIGN DOCUMENTS FOR SOLAR SHADE SPECIFICATIONS. CEILING ELEMENTS O FIRE SPRINKLER, SHOWN FOR REFERENCE NLY SD CEILING MOUNT SMOKE HS DETECTOR/LFS O CEILING MOUNT SPEAKER LOCATION, SLVD WALL MOUNT HORN & STOBE + 108" A.F.F RAIN CHAIN REFER TO SHEET S A00.551 FOR OC CEILING MOUNT OCCUPANCY ZI 3\\EM LIGHT FIXTURE TYPES (WALL MOUNTED FIXTURES AND PENDANTS SHOWN FOR REFERENCE. REFER TO INTERIOR ARCHITECT'S DRAWINGS FOR DIMENSIONAL LOCATION.) ®� DOWNLIGHT WALL MOUNTED DIRECTIONAL ARROW WHERE OCCURS v FIXTURE 0--0--0--0--00 TAPELIGHT PENDANT 2 (� PENDANT C!= WALL MOUNTED FIXTURE NOTE: REFER TO ARCHITECTURE RCP FOR DIMENSIONAL CONTROL AND ELEVATION OF LIGHTS, SPRINKLERS AND ALL OTHER CEILING DEVICES. REFER TO INTERIOR RCP FOR FINISHES AND ALL OTHER RCPS FOR SYSTEMS INFORMATION ONLY. KEY PLAN AH� / o 0 HS ° 00 a O ° 0 ZY- H 1 SOD 0 GR 01 MC CC SS H2 CH R2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 100 Fax 619.557.2520 San Diego, CA 92101 United States 0 Date Description 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD - PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.10.13 BULLETIN 01 3 2022.09.02 BULLETIN 02 Seal / Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 Description REFLECTED CEILING PLAN - LEVEL 01 Scale As indicated GR2 A01601 © 2019 Gensler AT BUILDING 20, THIS WALL IS TO HAVE A 1-HR FIRE RATING, ENTIRE LENGTH. PROVIDE MATERIAL, FIRE CAULKING, AND ANY OTHER ELEMENTS AS REQ'D. SEE S1 A00.503 AND S1 A00.551 SIM F- - I 05 GR A10.406 ...... Frr -1 N 2 I M 13'-43/8" KING 131 JU _v 2'-4" 03 SIM. GR 5.503 14'-95/8" I c Q � z 4'- 11/4" 11' -1 1/2" `� 9' - 9 3/8" 2'- 10'1 EQ EQ 311 N4A R4A N4A r---� o 0 I - ��___�� 1 BR SUITE X00.000 01 - - - ' r z SI `t �183 R4A 311 F R A C132B N4A 02 P. ALIGN 131B �\ GR3 M _ 0 A04.101 - 32 Z Z CV 131A 1 1 C 1 2C 132H o M 0 O R4A N4A M C� o J I 132G 01 GR �10406 SIM 15' -1 1/8" T_ 7" 05 SIM. X00.000 GR A05.503 04 G 132A REFER TO SITE IPLAN ON S1 A00.551 O `" 01 FOR MOBILITY KNIT LOCATIONS, SEE GR 01 /GR A05.104 FOR ENLARGED PLAN M 1 2 A05.103 SIMco 14 L ® 131D 132D M 29 �; 29 �, 4'- 0 1 /4" 34 1N I i 2.2 2.2 —®---1— — 1.2 1.2 REFER TO SITE PLAN ON S1 A00.551 I 135A -i--- - 136 I 01 FOR BOH ROOM TYPE DISTRIBUTION GR z r--- � J A05.102 BOH LEC SIM I 97 135 36 I I I 1'1 SIM. 01 A 5 503 31 02 06 SIM. R 5.503 X00.000 0 GR3 - FLOOR PLAN - LEVEL 01 SCALE: 1/4" = V-0" 0 N N 01 � GR A10.406 SIM It,_v 15'-87/8" 133E p DBLQUEEN 133 E� m b 13'-5" 134E KING 134 34 05 GR 1 A10.406 OPP I 1 � I = ' -1 3/4" 11' - 1 3/4" 11' -1 1 /4" 4' -1 1 /4" 2'-10" 2'-10" 311 N4A R4A R4A N4A 311 r---7 o 0 0 0 --- `�� 32 32 183 _. , 'l" O 10 I I 1 i I I - 0 R4A 4A °� ' `�° `�° ti ALIGN 134B ALIGN M 133A � C 134A � I 1 182 7.1; :, ®0 182 297 1 M I I 1 F-+:e I ' REFER TO SITE PLAN' ON S1 A00.551 - �`! FOR MOBILITY UNIT I LOCATIONS, SEE 01 I 01 /GR AO .104 FOR ENLARGED PLAN GR N I A05.103 SIM 33 1 N613 14, DETAIL 03 /GRA08.110 ® 133D 134D I I 0 29 �" o ° N\ 29 � I I / 34 137B I -7-- ----- �— 1.2 06 1.2 137A 1.2 \ 1.2 o FDC GR A05.102 --Mix H\ \ ---- o I SIM 29 SLOP TO DRAIN \ IN OP N AREA 1.1 01 05 SIM. GR3 GR A04.101 (A05 11 0 0 0 0 'v M 03 X00.000 02 GR3 A04.101 M BM Nr 0 CV SHEET NOTES 14 STEEL PIPE COLUMN. SSD 29 OPEN TO ABOVE 31 ELEC. EQUIPMENT. SED 32 MECH. EQUIPMENT. SMD 33 PLUMBING EQUIPMENT. SPD 34 LINE OF ROOF ABOVE 182 DOORBELL, SEE 02/GR A00.300 183 22"X54" ACCESS PANEL AND GRILLE PER MECHANICAL, COORDINATE LOCATION WITH OPENING IN FFE PANEL WHERE OCCURS, SID. FOR FINISH, SID. CONFIRM ACCESS CLEARANCES WITH MANUFACTURER. 257 EMERGENCY SHUT-OFF FOR GAS FIRE PIT, LOCATE 42" AFF 277 WATER SOFTENING TANKS, SPD 297 FIRE EXTINGUISHER CABINET. FULLY RECESSED, TRIMLESS ALUMINUM 10LB FEC W/ MIN. CLASS 2A RATED EXTINGUISHER. CUSTOM FINISH CABINET TO MATCH ADJACENT WALL T 311 PROVIDE BLOCK OUT IN FRAMING FOR LOW VOLTAGE PANEL, SEE ID AND LOW VOLTAGE DRAWINGS. GENERAL NOTES CMU WALL 0 NON RATED STUD WALL ® 1/2 HR RATED STUD WALL, STC 60 OX STOREFRONT TAG, REFER TO SHEET GR A10.400 0 WALL TAG, REFER TO SHEETS GR A10.102 AND GR A10.201 HALFTONED LINES INDICATE ELEMENT BY INTERIOR ARCHITECT 1. JAMB SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT FINISH SURFACE U.N.O. 2. FOR DIMENSIONS NOT SHOWN, REFER TO ASSOCIATED ENLARGED PLAN. 3. REFRIGERATOR AT GR1 PREP KITCHEN: 36" FULL HEIGHT VIKING PROFESSIONAL 5 SERIES VCRB5363LSS OR EQ 4. POWER AND DATA BOXES TO BE STAGGERED WHERE LOCATED BACK -TO BACK. ADD PUTTY PADS TO ANY BACK BOX IN UNIT SEPARATION WALLS - 3M FIRE BARRIER MOLDABLE PUTTY PADS MPP+ 5. NO PERMANENT OBJECTS TO BE INSTALLED IN A MANNER THAT WILL PREVENT ACCESS PANELS FROM OPENING FULLY. 6. PROVIDE BACKING AT WALL -MOUNTED TELEVISIONS - SPAN MINIMUM 3 STUDS, PLYWOOD OR SHEET METAL BACKING. SEE INTERIOR ARCHITECT'S DRAWINGS FOR LOCATIONS AND QUANTITY OF TELEVISIONS. KEY PLAN MC CC SS P 4 H2 C0i 0 CH O AH A 1° R2 000000 ° ° 3 H S v O �O°oO�000 0� H 1 ° o OOo ooO 0� o° 0 G R n�0 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensle 225 Broadway Suite 100 San Diego, CA 92101 United States r Tel 619.557.2500 Fax 619.557.2520 0 Date Description 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD -PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.10.13 BULLETIN 01 3 2022.09.02 BULLETIN 02 Seal / Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 IDescription CONSTRUCTION PLAN - LEVEL 01 Scale As indicated L R D 1 GR3 A0120 © 2019 Gensler JU _TJ I It,_TJ SIM. 2'-4" 2'-411 0 GR3 - ROOF PLAN SCALE: 1/4" = V-0" ATTIC VENT CALCULATION: BUILDING AREA 3,999 S.F. BUILDING AREA 575,856 S.I. ENCLOSED ATTICS AND RAFTER SPACES SHALL BE VENTILATED IN ACCORDANCE WITH CBC 1202.2.1 NET FREE VENTILATION SHALL BE NOT LESS THAN 1/300 OF THE AREA OF THE SPACE VENTILATED: 575,856 S.I./300 = 1,919.52 S.I. VENTING IS REQUIRED 1,919.52/2 = 959.76 S.I. HIGH VENTING = 959.76 S.I. REQUIRED LOW VENTING = 959.76 S.I. REQUIRED HIGH VENTING: REFER TO ROOF PLAN FOR LOCATION OF VENTS (1) 8" SQUARE TOP VENT PROVIDES 50 S.I. OF NET FREE VENTING 959.76/50 = 20 20 x 50= 1,000 S.I. OF VENTING PROVIDED 1,000 > 959.76 LOW VENTING: REFER TO REFLECTED CEILING PLAN FOR LOCATION OF SOFFIT VENTS V OF SOFFIT VENT PROVIDES X S.I. OF NET FREE VENTING 959.76/X = X'-X" XxX=XS.I. PROVIDE XXXOF SOFFIT VENT XXXX > 959.76 0 0 v M M ti Nr 0 "am ■ am■ A SHEET NOTES 01 FUTURE PHOTOVOLTAIC AREA; MIN. 15% OF TOTAL ROOF AREA 09 OPEN TO BELOW 10 SINGLE PLY ROOFING MEMBRANE OVER PLYWOOD SHEATHING OVER ROOF FRAMING.SSD 25 METAL GUTTER W/ CUSTOM COLOR 2-COAT PVDF COATING SHOP APPLIED, SPD 92 SCUPPER DRAIN 134 LINE OF BUILDING BELOW GENERAL NOTES 1. BASIS OF DESIGN ROOFING MATERIAL: CARLISLE SYNTEC SYSTEMS, SURE -WELD TPO SINGLE PLY ROOFING MEMBRANE (OR APPROVED EQUAL), ICC ESR-1184 (ASTM E108 / UL 790, CLASS A) KEY PLAN P U I W-M z4% o 0 % HS a O°O°��O000 H 1 o OOo ooO o° GR- MC CC SS H2 CH ]�0 A 1 R2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 100 San Diego, CA 92101 United States 0 Date Description Tel 619.557.2500 Fax 619.557.2520 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD - PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.10.13 BULLETIN 01 Seal I Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 Description CONSTRUCTION PLAN - ROOF Scale 1 /4" = 1'-011 GR3 A01202 © 2019 Gensler JU -Tj I Itf -Tj 01 'R3 4.101 I NJ 1/2 EQ. q EQ. q I L. EQ. q 1/2 EQ. I 40� � 02 GR3 34.101 02 3R 5.103 01 GR3 D4.101 0 GR3- REFLECTED CEILING PLAN -LEVEL 01 SCALE: 1/4" = V-0" EQ. 1/2 EQ. _F311 F31 E 03 TY GR ....: A10.305 a � - 2- - 3` 0 o 1-011 o N DL , 4'-0" EQ. - EQ. ; 4' 1'- 6 161/256" . 5'- 6" w 322 1., LU: . - -.. GYP BD h Hs / SLOPE WITH DL UNIJERStDE'OF` DL STRUCTURE I ABV. LPVE 01 EQ: CY EQ. LU \. f ' - EQ. EQ F1.1.1�' 1.1 F1.1.1 . L EQ.. EQ. F1.1.1 F1.1 DL F1.2.1 I L.0 CP 1 SLAP WfTH I UNDERSIDE C DL STRUFTURE [4w EQ GYP BD F1.1 F1.2.1 ABV, LEVEL,01 w F1.1.1 ff ' Cl w TYP 75 TYP OF 14 SHEET NOTES SILVERROCK 14 STRUCTURAL STEEL PIPE COLUMN W/ CUSTOM COLOR 2-COAT PVDF COATING. SSD 26 DOWN SPOUT RAIN CHAIN 34 LINE OF ROOF ABOVE L0 D I N LLC 75 CEMENT PLASTER CONTROL JOINT. ALIGN HORIZONTALLY AND VERTICALLY TYPICAL 52-000 SILVERROCK WAY, LA QUINTA, CA 131 SOFFIT VENT, FRAMING TO BE PAINTED BLACK AT VENT LOCATIONS 92253 178 EXHAUST FAN, SMD 188 BRANCH SELECTOR UNIT, SMD. FRAME SOFFIT AS REQ'D TO ACCOMMODATE UNIT AND CONNECTED PIPING. CONFIRM CLEAR SPACE AND ACCESS REQUIREMENTS WITH MANUFACTURER. 243 LINE OF SOFFIT 310 PROVIDE POCKET FOR ROLLER SHADES. COORDINATE WITH MANUFACTURER FOR EXACT SIZING, & POWER REQUIREMENTS. 322 CEILING FAN, PROVIDE BACKING AS REQ'D, CENTER ON BED OR COUCH Gensler 225 Broadway Tel 619.557.2500 Suite 100 Fax 619.557.2520 San Diego, CA 92101 United States GENERAL NOTES / LEGEND 1. LIGHT FIXTURES ARE SHOWN FOR LOCATION ONLY, REFER TO ELECTRICAL AND LIGHTING DESIGNER DRAWINGS FOR MORE INFORMATION. 2. REFER TO INTERIOR ARCHITECT DRAWINGS FOR WALL SCONCE AND ILLUMINATED MIRROR LOCATIONS. 3. REFER TO INTERIOR ARCHITECT DRAWINGS FOR CEILING FINISHES. 4. ALIGN PLASTER CONTROL JOINTS IN SOFFIT WITH WALL JOINTS OR LANDSCAPE DIVIDING WALL WHERE OCCURS. 5. REF G SHEETS FOR GRAPHIC SYMBOLS, GENERAL NOTES, ABBREVIATIONS AND ACCESSIBILITY REQUIREMENTS, CLEARANCES AND MOUNTING HEIGHTS. 6. REFERENCE MEP ENGINEERING DRAWINGS. 7. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND INTERIOR ARCHITECT, LIGHTING DESIGNER, ELECTRICAL, OR MECHANICAL DRAWINGS. OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 8. LOCATIONS OF CEILING PENETRATIONS, SUCH AS DIFFUSERS, GRILLS, LIGHT FIXTURES, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLAN. WHERE LOCATION DISCREPANCIES OCCUR, THE ARCHITECTURAL PLANS GOVERN. 9. WHEN CEILING INTERRUPTIONS OCCUR SUCH AS PARTITIONS, FURR DOWNS, ETC., CONTRACTOR TO CHECK AND VERIFY THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. 10. LIGHT FIXTURES, SPEAKERS, ACCESS PANELS, SPRINKLERS, FLS FIXTURES, ETC., TO BE INSTALLED IN STRAIGHT LINES CENTERED IN CEILING SPACE U.N.O. 0 Date Description 11. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS 2019.09.23 PERMIT SET HIGH AS POSSIBLE. 12. ALL GRILLS, PERF. FACE PLATES, ACCESS PANELS, AIR BARS AND TRIMS SHALL BE FACTORY FINISHED TO MATCH THE COLOR OF ADJACENT FINISHED CEILING. A 2019.11.15 CD - PERMIT 2ND CYCLE 13. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO THE START B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP 14. OF ANY WORK. SMOKE DETECTORS ARE WALL MOUNTED U.N.O., SEE INTERIOR ARCHITECT C 2020.05.12 CD - PERMIT 4TH CYCLE DRAWINGS FOR LOCATIONS. 1 2020.09.08 ISSUE FOR CONSTRUCTION 15. PROVIDE SEISMIC BRACING FOR CEILINGS AND FIXTURES AS REQ'D BY CODE. 2 2021.10.13 BULLETIN 01 16. MAINTAIN MINIMUM 2" CLEARANCE BETWEEN DUCT INSULATION AND FIREPLACE 3 2022.09.02 BULLETIN 02 FLUE IN GR1 SOFFIT. 17. SOLAR SHADE SHOWN IN PLAN, SECTION, DETAIL, ETC. IS DIAGRAMMATIC AND FOR INSTALLATION REFERENCE ONLY. SEE INTERIOR DESIGN DOCUMENTS FOR SOLAR SHADE SPECIFICATIONS. CEILING ELEMENTS O FIRE SPRINKLER, SHOWN FOR REFERENCE NLY SD CEILING MOUNT SMOKE HS DETECTOR/LFS O CEILING MOUNT SPEAKER LOCATION, SLVD WALL MOUNT HORN & STOBE + 108" A.F.F RAIN CHAIN REFER TO SHEET S A00.551 FOR OC CEILING MOUNT OCCUPANCY 3 SENSOR,SED LIGHT FIXTURE TYPES (WALL MOUNTED FIXTURES AND PENDANTS SHOWN FOR REFERENCE. REFER TO INTERIOR ARCHITECT'S DRAWINGS FOR DIMENSIONAL LOCATION.) DOWNLIGHT WALL MOUNTED DIRECTIONAL ARROW WHERE OCCURS v FIXTURE 0--0--0--0--00 TAPELIGHT PENDANT 2 PENDANT lIr C!= WALL MOUNTED FIXTURE NOTE: REFER TO ARCHITECTURE RCP FOR DIMENSIONAL CONTROL AND ELEVATION OF LIGHTS, SPRINKLERS AND ALL OTHER CEILING DEVICES. REFER TO INTERIOR RCP FOR FINISHES AND ALL OTHER RCPS FOR SYSTEMS INFORMATION ONLY. Seal 1 Signature KEY PLAN MC ccProject Name MONTAGE GUESTROOMS SS P 4 H 2 Project Number P 5 55.7598.221 �a o� C H Description - REFLECTED CEILING PLAN LEVEL O AH o �� 00- R2 01 000000 ° ° ° 3 HS Scale H 1 As indicated G GR3 A01601 © 2019 Gensler 1) �2 �3I 41 5 SHEET NOTES Y 64' - 0" 64' - 0" 13' - 4 3/8" 2' - 4" 16' -1 3/8" 2" 15' -11 3/8" 2' - 8" � 13' - 4 7/8" )ETAIL 03 /GR A08.110 0 GR4 - FLOOR PLAN - LEVEL 01 SCALE: 1 /4" = V-0" REFER TO SITE PLAN ON S1 A00.551 FOR MOBILITY UNIT LOCATIONS, SEE 01 /GR A05.104 FOR ENLARGED PLAN 03A03.101GR4 SIM 06 GR A05.102 SIM F:, M N ICI 14 STEEL PIPE COLUMN. SSD 29 OPEN TO ABOVE 31 ELEC. EQUIPMENT. SED 32 MECH. EQUIPMENT. SMD 34 LINE OF ROOF ABOVE 182 DOORBELL, SEE 02/GR A00.300 183 22"X54" ACCESS PANEL AND GRILLE PER MECHANICAL, COORDINATE LOCATION WITH OPENING IN FFE PANEL WHERE OCCURS, SID. FOR FINISH, SID. CONFIRM ACCESS CLEARANCES WITH MANUFACTURER. 277 WATER SOFTENING TANKS, SPD 297 FIRE EXTINGUISHER CABINET. FULLY RECESSED, TRIMLESS ALUMINUM 10LB FEC W/ MIN. CLASS 2A RATED EXTINGUISHER. CUSTOM FINISH CABINET TO MATCH ADJACENT WALL 311 PROVIDE BLOCK OUT IN FRAMING FOR LOW VOLTAGE PANEL, SEE ID AND LOW VOLTAGE DRAWINGS. GENERAL NOTES CMU WALL 0 NON RATED STUD WALL ® 1/2 HR RATED STUD WALL, STC 60 OSTOREFRONT TAG, REFER TO SHEET GR A10.400 X� WALL TAG, REFER TO SHEETS GR A10.102 AND GR A10.201 HALFTONED LINES INDICATE ELEMENT BY INTERIOR ARCHITECT 1. JAMB SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT FINISH SURFACE U.N.O. 2. FOR DIMENSIONS NOT SHOWN, REFER TO ASSOCIATED ENLARGED PLAN. 3. REFRIGERATOR AT GR1 PREP KITCHEN: 36" FULL HEIGHT VIKING PROFESSIONAL 5 SERIES VCRB5363LSS OR EQ 4. POWER AND DATA BOXES TO BE STAGGERED WHERE LOCATED BACK -TO BACK. ADD PUTTY PADS TO ANY BACK BOX IN UNIT SEPARATION WALLS - 3M FIRE BARRIER MOLDABLE PUTTY PADS MPP+ 5. NO PERMANENT OBJECTS TO BE INSTALLED IN A MANNER THAT WILL PREVENT ACCESS PANELS FROM OPENING FULLY. 6. PROVIDE BACKING AT WALL -MOUNTED TELEVISIONS - SPAN MINIMUM 3 STUDS, PLYWOOD OR SHEET METAL BACKING. SEE INTERIOR ARCHITECT'S DRAWINGS FOR LOCATIONS AND QUANTITY OF TELEVISIONS. KEY PLAN P L L U I W-M z4% / o 0 HS ° 00 H 1 SOD o GR MC CC SS H2 CH A 1A R2 2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 100 San Diego, CA 92101 United States 0 Date Description Tel 619.557.2500 Fax 619.557.2520 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD - PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.10.13 BULLETIN 01 3 2022.09.02 BULLETIN 02 Seal / Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 Description CONSTRUCTION PLAN - LEVEL 01 Scale As indicated I a GR4 A02101 © 2019 Gensler 0 GR4 ; ROOF PLAN SCALE: 1/4 = 1-0 ATTIC VENT CALCULATION: BUILDING AREA 3,309 S.F. BUILDING AREA 476,496 S.I. ENCLOSED ATTICS AND RAFTER SPACES SHALL BE VENTILATED IN ACCORDANCE WITH CBC 1202.2.1 NET FREE VENTILATION SHALL BE NOT LESS THAN 1/300 OF THE AREA OF THE SPACE VENTILATED: 476,496 S.I./300 = 1,588.32 S.I. VENTING IS REQUIRED 1,588.32/2 = 794.16 S.I. HIGH VENTING = 794.16S.1. REQUIRED LOW VENTING = 794.16 S.I. REQUIRED HIGH VENTING: REFER TO ROOF PLAN FOR LOCATION OF VENTS (1) 8" SQUARE TOP VENT PROVIDES 50 S.I. OF NET FREE VENTING 794.16/50 = 16 16 x 50= 800 S.I. OF VENTING PROVIDED 800 > 794.16 LOW VENTING: REFER TO REFLECTED CEILING PLAN FOR LOCATION OF SOFFIT VENTS V OF SOFFIT VENT PROVIDES X S.I. OF NET FREE VENTING 794.16/X = X'-X" XxX=XS.I. PROVIDE XXXOF SOFFIT VENT XXXX > 794.16 SHEET NOTES 01 FUTURE PHOTOVOLTAIC AREA; MIN. 15% OF TOTAL ROOF AREA 09 OPEN TO BELOW / ABOVE / BEYOND 25 CUSTOM ALUM. GUTTER W/ CUSTOM COLOR 2-COAT PVDF COATING SHOP APPLIED 92 SCUPPER DRAIN 134 LINE OF BUILDING BELOW GENERAL NOTES 1. BASIS OF DESIGN ROOFING MATERIAL: CARLISLE SYNTEC SYSTEMS, SURE -WELD TPO SINGLE PLY ROOFING MEMBRANE (OR APPROVED EQUAL), ICC ESR-1184 (ASTM E108 / UL 790, CLASS A) KEY PLAN P U I W-M z4% o 0 % HS a O°O°��O000 H 1 o OOo ooO o° GR- MC CC SS H2 CH ]�0 A 1 R2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 100 San Diego, CA 92101 United States 0 Date Description Tel 619.557.2500 Fax 619.557.2520 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD - PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.10.13 BULLETIN 01 Seal / Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 Description CONSTRUCTION PLAN - ROOF Scale 1 /4" = 1'-011 GR4 A01202 © 2019 Gensler ? O2 GR 15.103 ? E EQ. I F3.1ww1'-( 4f-6 EQ. OT wO)22LL'5'- 9" ' 1'- 5 7/8"o' SLOPE WITH, Hs DL,UNDERSIDE OF DL STRUCTURE GYP BDABV. LEVEL.01EQ. EQ._EQ. EQ.. ... ,. w , III1. F1.1.1 F1 1.1 EQ. EQ. F1.2.1'01 DL F1.1.1, IF1.1.1 --- - ce C 1 ® LU J F1.1.1, ' F1.2.1 , F1.1 I 101 EQ. SLOPE WITH UNDERSIDE OF pDL EQ., �' EQ. 01 .. \ 3 ,I (0 1' ui 1 11 4 -0 , 1 , 1 1 -711 � 5 -61/8" , , Hs SLOPE�WITH DL 11 -- UNDERSIDE OF o . `STRUCTURE ` E R E A GYP BD EQXJ EQ. , \ PLANS FOR REQUIRED ABV. LEVEL 01 STR BE L CATIONS; TYP." , M : . , EQ EQ , . . 1 1 1 1. 1 1. . . 1 F1.1.1, N F1.1.1 �F1.1` EQ. EQ. a�J F1.2.b . DL 1 1 1 1 li GR DL . . SL A08.120 UNC .'F1.2.1 , F1.1.1 F1.1.1 ST \ EXTERIOR GYP, BD CEILING \ EXTERIOR OPEN�"BOVE UNTED-T URDERS,I OPENIABOVE v v f OF/STR CTURE I v v 2 / F3.1 \ / F3.1 \ F10 F10 d . 1 UK4 - Ktl-LLU I tU ULILINU NLAN - LEVEL U1 SCALE: 1/4" = V-0" 101 2 0 EQ. F3.1 - CP-1- - - - - - - G 1J' 1'-C EQ., EQ. 4' - 0" ". w 3/8" 1, 9" 1 GYP BD o , DL SLOPE WITH UNDERSIDE OF.o D'HS STRUCTURE\ F \ABV. LEVEL 01 EQ. q CEQ. L. EQ EQ, c� , , I , 1. 1 w 1 1. F1.1.LU 1 . DL F�'1 2 189 DL 9'. . F1.1.1 DL WITH. DE OF .. ' EQ.. ' EQ. ®� PURE F1.1.1 F1.2.1, EXTFR9R- 0PEN T-GABQVE 2 EQ. I F3.1 71GR TYP- A- - 310 b I 411 - 0" I r` 4' - 011\EQ. EQ.' 4' - 0" 01. O 22 I' 1' - 7 .5'- 7 7/811 3 w I.. o GYP BD I Hs ' . SLOPE WITH DL DL " UNCERSIDE OF L' ST�I UCTURE X 8' 6" GYP BD f . ABV. LEVEL41 EQ EQ �, EQ. EQ. w40 F F1.1.1 -r ' Lu F1.1.1. ®, F1.1 R.2.1 \DLi L U F1 1 1. DL - LO E WITH NDE SIDE OF �.LU - T TR CTURE EQ 4® EQ. EQ. Lu F1.2.1 F1.1.1 F1.1 00 rn ,GYP. FILING . JI UNTEDrYFJNDERSID= 0 STR CTURE\ I" I F10 \EXTERJO/ I OPEN TOABOVE I F3.1 \\ 2 i 3 TYP 131 TYP 75 TYP OF 13 r 34 14 TYP OF 2 26 TYP OF 3 GR A05.103 C SHEET NOTES 14 STRUCTURAL STEEL PIPE COLUMN W/ CUSTOM COLOR 2-COAT PVDF COATING. SSD 26 DOWN SPOUT RAIN CHAIN 34 LINE OF ROOF ABOVE 75 CEMENT PLASTER CONTROL JOINT. ALIGN HORIZONTALLY AND VERTICALLY TYPICAL 131 SOFFIT VENT, FRAMING TO BE PAINTED BLACK AT VENT LOCATIONS 188 BRANCH SELECTOR UNIT, SMD. FRAME SOFFIT AS REQ'D TO ACCOMMODATE UNIT AND CONNECTED PIPING. CONFIRM CLEAR SPACE AND ACCESS REQUIREMENTS WITH MANUFACTURER. 189 FLUSH TRIMLESS ACCESS PANEL, PAINT TO MATCH SOFFIT. 243 LINE OF SOFFIT 310 PROVIDE POCKET FOR ROLLER SHADES. COORDINATE WITH MANUFACTURER FOR EXACT SIZING, & POWER REQUIREMENTS. 322 CEILING FAN, PROVIDE BACKING AS REQ'D, CENTER ON BED OR COUCH GENERAL NOTES I LEGEND 1. LIGHT FIXTURES ARE SHOWN FOR LOCATION ONLY, REFER TO ELECTRICAL AND LIGHTING DESIGNER DRAWINGS FOR MORE INFORMATION. 2. REFER TO INTERIOR ARCHITECT DRAWINGS FOR WALL SCONCE AND ILLUMINATED MIRROR LOCATIONS. 3. REFER TO INTERIOR ARCHITECT DRAWINGS FOR CEILING FINISHES. 4. ALIGN PLASTER CONTROL JOINTS IN SOFFIT WITH WALL JOINTS OR LANDSCAPE DIVIDING WALL WHERE OCCURS. 5. REF G SHEETS FOR GRAPHIC SYMBOLS, GENERAL NOTES, ABBREVIATIONS AND ACCESSIBILITY REQUIREMENTS, CLEARANCES AND MOUNTING HEIGHTS. 6. REFERENCE MEP ENGINEERING DRAWINGS. 7. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND INTERIOR ARCHITECT, LIGHTING DESIGNER, ELECTRICAL, OR MECHANICAL DRAWINGS. OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK IN QUESTION OR RELATED WORK. 8. LOCATIONS OF CEILING PENETRATIONS, SUCH AS DIFFUSERS, GRILLS, LIGHT FIXTURES, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL REFLECTED CEILING PLAN. WHERE LOCATION DISCREPANCIES OCCUR, THE ARCHITECTURAL PLANS GOVERN. 9. WHEN CEILING INTERRUPTIONS OCCUR SUCH AS PARTITIONS, FURR DOWNS, ETC., CONTRACTOR TO CHECK AND VERIFY THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. 10. LIGHT FIXTURES, SPEAKERS, ACCESS PANELS, SPRINKLERS, FLS FIXTURES, ETC., TO BE INSTALLED IN STRAIGHT LINES CENTERED IN CEILING SPACE U.N.O. 11. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED AS HIGH AS POSSIBLE. 12. ALL GRILLS, PERF. FACE PLATES, ACCESS PANELS, AIR BARS AND TRIMS SHALL BE FACTORY FINISHED TO MATCH THE COLOR OF ADJACENT FINISHED CEILING. 13. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO THE START OF ANY WORK. 14. SMOKE DETECTORS ARE WALL MOUNTED U.N.O., SEE INTERIOR ARCHITECT DRAWINGS FOR LOCATIONS. 15. PROVIDE SEISMIC BRACING FOR CEILINGS AND FIXTURES AS REQ'D BY CODE. 16. MAINTAIN MINIMUM 2" CLEARANCE BETWEEN DUCT INSULATION AND FIREPLACE FLUE IN GR1 SOFFIT. 17. SOLAR SHADE SHOWN IN PLAN, SECTION, DETAIL, ETC. IS DIAGRAMMATIC AND FOR INSTALLATION REFERENCE ONLY. SEE INTERIOR DESIGN DOCUMENTS FOR SOLAR SHADE SPECIFICATIONS. CEILING ELEMENTS O FIRE SPRINKLER, SHOWN FOR REFERENC ONLY SD CEILING MOUNT SMOKE HS DETECTOR/LFS O CEILING MOUNT SPEAKER LOCATION, SLV WALL MOUNT HORN & STOBE + 108" A.F.F RAIN CHAIN REFER TO SHEET S A00.551 FOR OC CEILING MOUNT OCCUPANCY 3 REQ'D LOCATIONS SENSOR,SED LIGHT FIXTURE TYPES (WALL MOUNTED FIXTURES AND PENDANTS SHOWN FOR REFERENCE. REFER TO INTERIOR ARCHITECT'S DRAWINGS FOR DIMENSIONAL LOCATION.) ®� DOWNLIGHT WALL MOUNTED DIRECTIONAL ARROW WHERE OCCURS v FIXTURE 0--0--0--0--00 TAPELIGHT PENDANT 2 (2�) PENDANT L LI A 4H WALL MOUNTED FIXTURE NOTE: REFER TO ARCHITECTURE RCP FOR DIMENSIONAL CONTROL AND ELEVATION OF LIGHTS, SPRINKLERS AND ALL OTHER CEILING DEVICES. REFER TO INTERIOR RCP FOR FINISHES AND ALL OTHER RCPS FOR SYSTEMS INFORMATION ONLY. KEY PLAN AHD HS H1 R 0 0 MC CC SS H2 CH R2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 100 Fax 619.557.2520 San Diego, CA 92101 United States 0 Date Description 2019.09.23 PERMIT SET A 2019.11.15 CD - PERMIT 2ND CYCLE B 2020.02.28 CD - PERMIT 3RD CYCLE/GMP C 2020.05.12 CD - PERMIT 4TH CYCLE 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.10.13 BULLETIN 01 3 2022.09.02 BULLETIN 02 Seal 1 Signature Project Name MONTAGE GUESTROOMS Project Number 55.7598.221 Description REFLECTED CEILING PLAN - LEVEL 01 Scale As indicated GR4 A01601 © 2019 Gensler G. FOUNDATION: 1. THE RECOMMENDATIONS PROVIDED IN THE 6EOTEGHNIGAL INVESTIGATION REPORT SHALL BE FOLLOWED: BY: GLOBAL 6EO-EN6INEERIN6, INC. DATED: OCTOBER 2q, 201 q (REV JU LY 22, 2020) PROJECT NO: 5221-04 2. DEVIATIONS IN 6EOTEGHNIGAL CONDITIONS FROM TH05E DESCRIBED IN THE 6EOTEGHNIGAL REPORT SHALL BE REPORTED TO THE STRUCTURAL AND 6EOTECHNICAL ENGINEERS IN A TIMELY MANNER. 3. SPECIAL INSPECTION AND TESTING 15 REQU IRED IN AGGOROANGE W ITH SECTIONS 1704 AND 1705 OF THE BU ILDING GODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION OOGU MENT5, 4. THE MAXIMUM ALLOWABLE 501L BEARING PRESSURE SHALL BE 2,0Wp5f. ALLOWABLE BEARING MAY BE INCREASED BY 200p5f AND 600 p5f FOR EACH ADDITIONAL FOOT OF FOUNDATION WIDTH AND DEPTH, RE5PEGTIVELY, TO A MAXIMUM OF 4,000p5f. THE RE5U LTING ALLOWABLE BEARING VALU E MAY BE INGREA5ED BY 113 FOR W IND AND SEISMIC LOAD CASES. 5. THE EXPANSION INDEX HAS BEEN DETERMINED TO BE 50OR LE55 AND NO SPECIAL DESIGN RECOMMENDATIONS ARE REQU IRED. 6. FOOTING AND UTILITY TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED IN LAYERS 5UBJEGT TO THE APPROVAL OF THE GEOTEGHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. 7. L005E 501L AND FILL MATERIAL SHALL BE COMPACTED ACCORDING TO THE REQU IREMENT5 OF THE SOILS REPORT. 8. GOMPAGTION TEST REPORTS FOR FILL BY A QU ALIFIED TE5TIN6 LAB SHALL BE SUBMITTED TO THE 5TRUGTURAL ENGINEER, 6EOTEGHNIGAL ENGINEER AND BU ILDING OFFICIAL PRIOR TO REQUESTING FOUNDATION INSPECTION. q. FOOTING DEPTHS INDICATED ON THE 5TRU GTU RAL DRAW ING5 ARE BELIEVED TO BE IN 5U ITABLE BEARING MATERIALS AND ARE INDICATED FOR C05T ESTIMATING PURPOSES ONLY. THE 6EOTEGHNIGAL ENGINEER MAY REQU IRE FOUNDATION DEPTHS TO BE INCREASED. THE RE5PON51BILITY FOR GONFORMIN6 TO THE 6EOTEGHNICAL REPORT RECOMMENDATIONS REGARDING DEPTH OF FOOTING5 5HALL BEAR ON THE CONTRACTOR. 10. FOOTING ELEVATIONS SHALL BE LOCATED 5U CH THAT THEIR BEARING 15 A MINIMUM HORIZONTAL DISTANCE OF'T FEET FROM THE DAYLIGHT OF AN ADJACENT SLOPE OR AS RECOMMENDED WITHIN THE 6EOTEGHNIGAL REPORT. 11, ANCHOR BOLTS, DOWELS AND HOLD-DOWN ANGHOR5 SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION, 12. WALL5 RETAINING EARTH SHALL BE DRAINED AND BAGKFILLED ACCORDING TO THE RECOMMENDATIONS WITHIN THE GEOTEGHNICAL REPORT. 13. BAGKFILLING BEHIND RETAINING WALL5 SHALL NOT BE61N UNTIL WALL5 HAVE BEEN GU RED FOR AMINIMUM OF 14DAYS. 14. SHORING SHALL BE INSTALLED AT THE TOP OF RESTRAINED RETAINING WALL5 PRIOR TO BAGKFILLING. 5HORING SHALL REMAIN IN PLACE UNTIL THE PERMANENT 5TRU GTURAL SUPPORTING MEMBERS ARE IN PLACE. FOR CONCRETE 5U PPORTIN6 MEMBERS, SHORING TO REMAIN IN PLACE FOR A MINIMUM OF 7 DAYS AFTER CONCRETE PLACEMENT. 15. SLABS ON GRADE THAT RESTRAIN THE BOTTOM OF RETAINING INALL5 SHALL BE IN PLACE PRIOR TO BAGKFILLING OF THE W ALL5. H. WELDING: 1. WELDING OF 5TRU GTU RAL STEEL SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING 50GIETY (AN5) D1 .1 . ELECTRODE FILLER MATERIAL SHALL BE A MINIMUM OF EIOXX U .O.N 2. SPECIAL INSPECTION AND TESTING 15 REQU IRED IN AGGOROANGE INITH 5ECTION5 1704 AND 1705 OF THE BU ILDING GODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE GON5TRUCTION DOCU MENT5. 3. WELDING ELECTRODES FOR THE SHIELDED METAL -ARC AELDING (5.M.A.N.) PROGE55 AND WELDING ELECTRODES SHALL CONFORM TO AW5 A5.1 "5PEGIFICATION FOR CARBON STEEL ELECTRODES FOR SHIELDED METAL ARG WELDING." 4, WELDING ELECTRODES FOR THE FLUX GORED ARG WELDING (F.C.A.N.) PROCESS AND WELDING ELECTRODES SHALL CONFORM TO AN A5.20 "SPEGI FI CATI ON FOR CARBON STEEL ELECTRODES FOR FLU X GORED ARG WELDING." 5. INELD5 5H ALL HAVE A WELD CONTROLLED 5EQU ENGE AND TECH NIQU E IN ORDER TO MINIMIZE 5HRINKA6E STRESSES AND DISTORTION. I. REINFORCING STEEL: 1. DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS SHALL BE PREFORMED IN ACCORDANCE KITH ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 2. SPECIAL INSPECTION AND TESTING 15 REQU IRED IN ACCORDANCE INITH 5ECTION5 1104 AND 1105 OF THE BU ILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCU MENT5. 3. RE I N FORGI N G BARS 5H ALL CON FORM TO A5TM A 615, GRADE 60, U.O.N. 4. REINFORCING BAR LAP SPLICES SHALL BE: GLA55 B. (18" MIN.) FOR CONCRETE, U .O.N. 65 BAR DI A. (24" MIN.) FOR MASONRY, U .0.N. 5. DETAILS OF REINFORCEMENT SHALL COMPLY WITH THE PROVISIONS OF ACI 318. 6. REINFORCING BARS FOR CONCRETE 5H ALL BE PROVIDED WITH THE FOLLOWING MINIMUM COVER: GONG. CAST AGAINST EARTH 3" FORMED GONG. EXP05ED TO EARTH / WEATHER #5 OR SMALLER 1-1 /2" #6 OR LARGER 2" SLABS (#1 1 AND SMALLER) 3/4" W ALL5 1-1 /2" 7. VERTICAL WALL BARS SHALL BE AGGU RATELY POSITIONED AT THE CENTER OF THE WALL, U .O.N., AND SHALL BE TIED IN PLACE AT THE TOP AND BOTTOM. 6. #3 SPACER TIE5 5HALL BE INSTALLED AT 30" ON CENTER IN BEAMS AND FOOTINGS TO 5EGURE REINFORCING BARS IN PLACE, U.O.N. q. REINFORCEMENT 5U PPORT5 SHALL BE MANU FAGTU RED OF NONCORROSIVE MATERIAL LO LP CV N O N D. SUBMITTALS: 1 . THE GONTRACTOR SHALL MAKE SUBMITTALS PRIOR TO FABRICATION AS REQU IRED BY THE WRITTEN SPEGIFIGATION5 AND SHALL INCLUDE AS AMINIMUM THE FOLLOWING SUBMITTALS: A. CONCRETE MIX DESIGNS. B. REINFORGIN6 STEEL DRANIN65. C. CONTROL JOINT/GON5TRUCTION JOINT LOCATIONS. D. MASONRY GROU T MIX DESIGN E. MA50NRY UNIT CERTIFICATES F. STRUCTURAL STEEL DRAW ING5 G. GLAZED BYPA55 WALL DRAW ING5 AND CALCULATIONS (SIGNED BY A GALIFORNIA-RE615TERED GIVIL ENGINEER). H. MANU FAGTURER'5 CERTIFICATES OF COMPLIANCE FOR DESIGNATED SEISMIC SYSTEMS IN ACCORDANCE WITH SECTION 1705.12.4 OF THE BU ILDING GORE, PRIOR TO INSTALLATION. 2. THE FOLLOWING 5UBMITTAL5 ARE NOT REQUIRED FOR STRUCTURAL REVIEW: A. FORMWORK. B. STRUCTURAL STEEL MILL REPORTS. G. WELDER GERTIFIGATION5 3. STEEL REINFORCING LISTS AND QUANTITIES AND LENGTHS OF ALL MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO A55U RE COMPLIANGE WITH THE PLANS. ENGINEER WILL NOT REVI EN . 4. SUBMITTALS MADE TO THE ENGINEER FOR REVIEW SHALL BE STAMPED AND SIGNED BY THE CONTRACTOR INDICATING THE CONTRACTORS PRIOR REVIEW AND THAT THE 5U BMITTAL 15 IN ACCORDANCE KITH THE CONTRACT DOCUMENTS. 5. 5UBMITTAL5 SHALL BE MADE IN ELECTRONIC, (PDF) FORMAT. 5U BMITTALS IN ILL BE PROCE55ED AND RETU RNED ELECTRONICALLY. E. GENERAL: 1. SPECI FIG NOTES AND DETAILS ON THE 5TRU GTURAL DRAW ING5 SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2. THE REQU IREMENT5 ON THE 5TRU GTU RAL DRANINC75 SHALL TAKE PRECEDENCE OVER THE 5TRU GTU RAL BU ILDING INFORMATION MODEL. THE STRUCTURAL BUILDING INFORMATION MODEL SHALL NOT BE RELIED ON FOR U NDER5TANDIN6 CON5TRU CTION REQU IREMENT5. 3. WHERE NO DETAILS ARE SHOWN, OR NOTED IN ANY PART OF THE N ORK TH E DETAI L5 FOR OTH ER 51 M I LAR IN ORK 5H ALL APPLY 4. DETAILS IDENTIFIED AS TYPICAL, SHALL APPLY IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE 15 REPEATED. 5. THE STRUCTURAL DRAW ING5 AND 5TRU GTU RAL BU ILDING INFORMATION MODEL SHALL NOT BE SCALED. COORDINATE DIMEN510N, ELEVATION, SLOPE AND DRAINAGE REQU IREMENT5 WITH THE ARCH I TEGTU RAL DRAW ING5. 6. STANDARDS REFERENGED ON THE 5TRU GTU RAL DRAW ING5 REFER TO TH E EDI TI ON APPLI GABLE U NDER TH E APPLI GABLE BU I LDI N G CODE. 1. THE RESPONSIBILITY FOR THE REVIEW AND COORDINATION OF DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF RELATED CONSTRUCTION 5H ALL BEAR ON THE CONTRACTOR. DI5GREPANGIE5 THAT EX15T SHALL BE BROU GHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER, PRIOR TO START OF RELATED CON 5TRU GTION. 6. WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL DRAW I N G5 OR APPLICABLE BU ILDING CODE REQU IREMENT5 SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. q. EXISTING CONDITIONS SHALL BE VERIFIED BEFORE STARTING RELATED WORK. EXISTING GONDITION5 THAT ARE NOT REFLECTED ON TH E 5TRU GTU RAL DRAW I N G5 OR TH AT DEVI ATE FROM TH E MAXIMUM OR MINIMUM DIMENSIONS INDICATED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER. 5U CH CONDITIONS MAY INCLUDE GONFLICT IN GRADES, ADVERSE 501L CONDITIONS, PRESENCE OF 6ROU NO WATER, U NGOVERED OR UNEXPECTED EXISTING GON5TRUGTION GONFI6URATIONS, ETC. 10. MATERIALS AND WORKMAN 5H I P SHALL CONFORM TO REQU IREMENT5 OF APPLICABLE REGU LATION5 AND THE BU ILDIN6 CODE AS AMENDED AND ADOPTED BY THE BU ILDING OFFICIAL. 11. LOAD5 TO THE BU ILDIN6 EXCEEDING THE LOAD5 INDICATED ON THE PLAN 5, OR ANY LOADS EXCEEDING 400POUN05 THAT ARE NOT INDICATED ON THE 5TRU GTU RAL DRAW ING5 5H ALL BE REPORTED TO THE ENGINEER. F. TEMPORARY WORK AND SITE SAFETY: 1. THE STRUCTURAL ORANING5 SHOW THE REQU IREMENT5 FOR THE GOMPLETE0 5TRU GTU RE ONLY. TEMPORARY WORKS REQU IRED TO COMPLETE THE GONSTRUGTI ON PROGE55 5H ALL BE THE RE5PON51BILITY OF THE CONTRACTOR. THE 5TRUGTURAL ENGINEER SHALL NOT BE RE5PON51BLE FOR THE DESIGN OR FIELD VERIFICATION OF TEMPORARY AND ANCILLARY WORK. 2. THE RESPONSIBILITY FOR SAFETY IN AND AROU NO THE JOB5ITE SHALL BEAR ON THE CONTRACTOR. PROPER AND SAFE METHODS OF CONSTRUCTION SHALL BE EMPLOYED AT ALL TIMES INCLUDING THE STABILIZING OF INCOMPLETE STRUCTURES, FORMWORK, SHORING, RE5140RIN6, FAL5EWORK, PLATFORMS, SCAFFOLDING, BARRIERS, WALKWAYS, ETC. AND INCLUDING CONTROL OF THE INTENSITY, DURATION AND LOCATION OF CON5TRU GTION LOADS. 3. THE RESPONSIBILITY FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, UNDERPINNING, AND 5HORING REQU IRED TO SAFELY RETAIN ALL GRADES AND STRUCTURES SHALL BEAR ON THE GONTRAGTOR. 4. GON5TRU GTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON A STRUCTURE. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD INDICATED. WHERE THE STRUCTURE HAS NOT ATTAINED FINAL DESIGN STRENGTH, ADEQU ATE SHORING AND OR BRAGING SHALL BE INSTALLED. STRUCTURAL NOTES A. BASIS OF DESIGN: 1. THE 5TRUGTURAL DESIGN HAS BEEN PERFORMED IN ACCORDANCE N I TH TH E 2016 CALI FORN I A BU I LDI N 6 CODE (GBC). 2. DEAD LOAD5 U SED IN THE DESIGN INGLU DE 1 .5 P5F FOR THE FIRE SPRINKLER SYSTEM. 3. LIVE LOADS (MAY BE REDUCED IN ACCORDANCE WITH THE BU ILDING CODE) ROOF 20 p5f ROOF SOLAR ZONE 20 p5f 4. SEISMIC DESIGN DATA - GENERAL RI5K GATEGORY SEI5MIG IMPORTANCE FACTOR IE = 1.00 MAPPED SPECTRAL ACCELERATION 55 = 1.5x MAPPED SPECTRAL ACCELERATION 51 = 0.645 51 TE CLA55 D 5ITE GOEFFIGIENT F, = 1.0 5ITE GOEFFIGIENT F, = 1.5 DESIGN SPECTRAL AGCELERATION 5,5 = 1.000 DE516N SPECTRAL ACCELERATION 5„ = 0.645 SEISMIC, DESIGN CATEGORY D PARTITION LOADING AT ROOFS 5 p5f ANALY515 PROGEOU RE U SED EQU IV LATERAL FORGE 5, SEISMIC DE516N DATA -6R1, 6R2, 6R3, 6R4 SEISMIC FORGE RE515TING SYSTEM WOOD 5TRUGTURAL PANELS RESPONSE MODIFICATION FAGTOR R = 6.5 SYSTEM OVER5TREN6TH FACTOR (2 = 3.0 DEFLEGTION AMPLIFICATION FACTOR G, = 4.0 REDUNDANGY FAGTOR -6R1 (EW) p = 1.3 REDUNDANCY FAGTOR -OTHERS p = 1.0 SEISMIC RESPONSE COEFFICIENT G. = 0.154 DESIGN BASE SHEAR -6R1 V = 28.1 k DESIGN BASE SHEAR -6R2 V = 16.3 k DESIGN BASE SHEAR -6R3 V = 11.q k DE516N BASE 5H EAR -GR4 V = 14.2 k 6. SEISMIC DE516N DATA -CRP SEISMIC FORGE RESISTING SYSTEM SPECIAL REINF MA50NRY IN ALL5 RESPONSE MODIFICATION FACTOR R = 5.0 SYSTEM OVER5TREN6TH FACTOR Q = 2.5 DEFLECTION AMPLIFICATION FACTOR Gd = 3.5 REDU NDANGY FACTOR p = 1.3 SEISMIC RESPONSE COEFFICIENT G5 = 0.200 DESIGN BASE 5H EAR -CRP V = 4.2 k 1. WIND DE516N DATA RI5K GATEGORY 11 BASK W IND SPEED V = 1 10 m ph EXPOSURE GATEGORY C ENGLOSU RE CATEGORY ENCLOSED 6U5T IS INTERNAL PRE55URE GOEFF GGPI = 0.18 DIREGTIONALITY FACTOR Kd = 0.85 TOPOGRAPH I C, FACTOR K,t = 1.00 B. DEFERRED APPROVALS: 1. THE FOLLOWING COMPONENTS REQU IRE DEFERRED APPROVAL BY THE BU ILDIN6 OFFICIAL. 5TRU GTU RAL GALGU LATION5 AND DRAW ING5 516NED AND SEALED BY A CALIFORNIA REC715TERED GIVIL ENGINEER 5H ALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR REVIEW AND TO THE BU ILDING OFFICIAL FOR PERMIT. A. FIRE 5PRINKLER 5Y5TEM 5TRU GTU RAL 5U PPORT B. GLAZED BYPASS NALL SYSTEM 2. IN ADDITION TO THE SEAL OF THE RESPONSIBLE ENGINEER, DEFERRED SUBMITTAL PACKAGES SHALL BEAR THE SHOP DRAWING APPROVAL STAMPS OF THE ARCHITECT, ENGINEER AND THE GENERAL CONTRACTOR PRIOR TO BU ILDING DEPARTMENT 5U BMITTAL. 3. PLANS FOR DEFERRED 5U BMITTAL ITEMS SHALL BE 5U BMITTED IN A TIMELY MANNER THAT ALLOWS A MINIMUM OF 30NORKIN6 DAYS FOR INITIAL PLAN REVIEW BY THE BU ILDING OFFICIAL. ALL COMMENTS RELATED TO THE DEFERRED SUBMITTAL MU 5T BE ADDRESSED TO THE SATISFACTION OF THE PLAN CHECK DI V151ON PRIOR TO PERMIT APPROVAL OF THE 5U BMITTAL ITEM5. 4. DEFERRED SUBMITTAL ITEMS SHALL NOT BE FABRICATED PRIOR TO APPROVAL BY THE BUILDING OFFICIAL OF THE CALCULATIONS AND DRAW I N 65. C. PRE-ENGINEERED ELEMENTS TO BE ANCHORED TO THE BUILDING: 1. PRE-ENGINEERED 5TRU GTU RAL AND NON5TRU GTU RAL ELEMENT5 AND THEIR ATTACHMENTS SUPPORTED BY THE BU ILDING W HIGH ARE NOT DETAILED ON THESE DRAAIN65 SHALL BE DESIGNED BY OTHER RESPONSIBLE PARTIES. 2. SPECIAL INSPECTION AND TESTING I5 REQU IRED IN ACCORDANCE WITH 5EGTION5 1704 AND 1705 OF THE BU ILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE GON5TRUCTION OOGU MENT5. 3. DESIGN GALGU LATION5 AND DRAAIN65, 516NED AND SEALED BY A CALIFORNIA REGISTERED CIVIL ENGINEER, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND TO THE BU ILDING OFFICIAL FOR PERMIT, PRIOR TO FABRICATION AND INSTALLATION. GALGU LATION5 SHALL CLEARLY IDENTIFY LOADS IMPOSED ON THE BU I LOIN 6 5TRU GTU RE. 4. 5U CH ELEMENTS AND THEIR ATTACHMENT5 SHALL BE DESIGNED IN ACCORDANCE WITH A5CE 7, CHAPTER 13, 5ECTION5 OF THE A15I SPECIFICATIONS AND THE M5MA RECOMMENDED DESIGN PRACTICE MANUAL, AS ARE APPLI GABLE. 5. EQUIPMENT NEIGHING IN EXCESS OF 400POUNO5 5HALL NOT EXCEED THE WEIGHT NOR DEVIATE FROM THE LOGATION AS IDENTIFIED ON THE STRUCTURAL DRAAIN65. 6. NON5TRUGTURAL ELEMENTS THAT CONTAIN OR TRANSMIT HAZARDOUS MATERIALS OR THAT ARE REQU IRED TO FUNCTION FOR LIFE -SAFETY PURPOSES FOLLOWIN6 AN EARTHQUAKE ARE DEFINED A5 "DESIGNATED SEISMIC 5Y5TEM5." THE FOLLOWING SHALL BE CONSIDERED AS DESIGNATED SEISMIC SYSTEMS: A. FIRE SPRINKLER SYSTEM 7. EACH MANU FAGTU RER OF A COMPONENT OF A DESIGNATED SEISMIC SYSTEM SHALL QUALIFY THE COMPONENT AND ITS MOUNTING SYSTEM OR ANCHORAGE BY TESTING OR ANALY515 IN ACCORDANCE KITH A5CE 1 SECTION 13.2. A CERTIFICATE OF COMPLIANCE 5H ALL BE SUBMITTED TO THE ENGINEER FOR REVIEN AND TO THE BU ILDING OFFICIAL FOR PERMIT. (WHERE CERTIFICATE5 ARE BASED ON ANALYSIS, THE ANALY515 SHALL BE SIGNED BY A CALIFORNIA-REGISTERED CIVIL ENGINEER.) 8. AT CONNECTIONS TO 5TRUGTURE, PROVIDE STABILIZING ELEMENTS 5UGH AS BRACES, STIFFENER PLATES, ETG., 50 AS TO NOT IMPOSE ECCENTRIC LOADING, TWISTING, OR WARPING TO STRUCTURAL MEMBERS. PROVIDE MATERIAL AND INSTALL STABILIZING ELEMENTS. q. ELEMENTS THAT ARE ATTAGHED TO THE BU ILDING SHALL BE DESIGNED TO ACCOMMODATE MOVEMENTS OF THE 5TRU GTU RE BASED ON THE MAXIMUM INELA5TIG RESPONSE DISPLACEMENT, 6, PER A5GE 1, 5EGTION 12.12.3. THE VALU E5 OF. Sr, ARE A5 FOLLOW 5: cl,,, ROOF -GR1 3.4 IN ROOF - 6R2, 6R3, 6R4 2. q IN ROOF -CRP 1.1 IN DESCRIPTION OF TYPE OF INSPECTION CONTIN1111 I PERIODIC I REFERENCE REQUIRED; REFERENCE DETAIL STRUCTURAL WOOD SHEAR HALL ASSEMBLY WHERE REQJ IRED NAIL SPACING OF THE lG0-NOTE SHEATHING 15 4 INCHES OR X a G-05= R DIAPHRAGM A55EM5_Y AHERE REQJ IRED NAIL SPACING OF THE -GG-vO-E SHEATHING 15 4 INCHES OR X 8 G-05ER PLUMBING, MECHANICAL AND ELECTRICAL COMPONENTS THE FOLLOWING 5Y5TEM5 ARE DESIGNATED SEISMIC SYSTEMS AS DEFINED IN SECT ON 202 OF THE BU I_DIN6 GORE. REQU IRED CERTIFICATION AND INSPECTIONS APPLY TO EACH OF THESE 5Y5TEM5: A. FIRE SUPPRESSION 5Y5-EM5 MANU FAGTU RER 5 GER-I=IGATE OF COMPLIANCE FOR TESTING, ANALY515 OR EXPERIENCE OF X =GO-vO-E COMPONENTS, MOU NT N6 5Y5TEM5 9 OR ANGHORA6E INSTALLED EQU I=IMENT LABEL AND ANGHORAGE (OR MOU NT-NG) CONFORMS -O MANU FAGTU RER'5 X a CERTIFICATE OF GOMOLIANGE OTHER NON-STRUCTURAL COMPONENTS WELDING AT THE BASE OF GANTILEVERED STEEL RA LING 5Y5TE1,45 A5 5cEG1=1ED ABOVE FOR -00-v0-E "WELDING OF 5TRU GTU RAL STEEL" (NOT REQU IRED FOR REMAINDER OF ?AIL 5Y5TEM AELOS) FOOTNOTES FOR STATEMENT OF SPECIAL INSPECTIONS: AT TIME OF CONCRETE SAMPLING: A. FABRICATE 5PEGIMEN5 FOR STRENGTH TE5T5 B. PERFORM SLUMP AND AIR CONTENT TESTS G. DETERMINE GONGRETE TEMPERATURE 2. TEST 5PEGIMEN5 SHALL BE MADE FOR EACH SEPARATE CONCRETE MIX USED. A5 A MINIMUM 5PEGIMEN5 SHALL BE TAKEN FOR EACH 150CUBIG YARDS, OR PORTION THEREOF AND 5HALL BE TAKEN AT LEAST ONCE PER DAY. 3. AT THE BEGINNING OF MASONRY CON5TRU CTION, INSPECT THE FOLLOW I N 6: A. TYPE AND GRADE OF MA50NRY UNITS B. PROPORTIONS OF 5ITE-PREPARED MORTAR C. CON5TRU CTION OF MORTAR JOINTS D. SIZE, GRADE, TYPE AND LOCATION OF REINFORCING STEEL, CONNECTIONS AND ANCHORA6E5 4. DURING THE COURSE OF MASONRY CONSTRUCTION, INSPECT THE FOLLOW I N 6: A. 51ZE AND LOCATION OF 5TRU GTU RAL ELEMENTS B. TYPE, 51ZE AND LOCATION OF ANCHOR5, INGLU DING ANCHORAGE OF MASONRY TO 5TRU GTU RAL MEMBERS AND OTHER CONSTRUCTION G. SIZE, GRADE, TYPE AND LOCATION OF REINFORCING STEEL D. PREPARATION, CON5TRU GTION AND PROTECTION OF MA50NRY DURING GOLD WEATHER (BELOW 40° F) OR HOT WEATHER (ABOVE q0° F) 5. PRI OR TO 6ROU TI N 6, 1 N5PECT TH E FOLLOW I N 6: A. 6ROU T SPACE 15 GLEAN B. PLACEMENT OF REINFORCEMENT, CONNECTORS AND ANCHORAGES G. PROPORTIONS OF 5ITE-PREPARED GROU T D. GON5TRU GTION OF MORTAR JOINTS 6. SEE REFERENCED SECTION AND /OR TABLE IN AI5G 360 FOR IN5PEGTION PROGEOU RE5 NOTED A5 OBSERVE (0), OR PERFORM (P). 1. SPECIAL INSPECTION FOR P05T-IN5TALLED ANCHORS SHALL COMPLY WITH THE REQU IREMENT5 SPECIFIED IN THE EVALUATION APPROVAL FOR THE 5PEGI FI G PRODU CT. 6. INSPECT THE FOLLOWING RELATING TO SHEAR WALL5 AND DIAPHRAGMS: A. FRAMING MEMBER MATERIAL AND SIZE. B. FASTENING OF FRAMING TO SUPPORTING ELEMENTS, INCLUDING NAILING, SGRENING, BOLTING AND HOLD-DOWNS. G. DRAG -STRUTS, INGLU DING FRAMING MEMBER MATERIAL, 51ZE AND CONNECTIONS. D. SHEATHING THICKNESS, GRADE AND ATTACHMENT TO FRAMING MEMBERS, BOU NDARY MEMBERS AND DRA6-5TRU T5. q. VERIFICATION OF NON-5TRUGTURAL GOMPONENT5 5HALL BE SATISFIED BY ONE OF THE FOLLOWING METHODS: A. SPECIAL INSPECTION AND TESTING OF COMPONENTS AND CONNECTIONS AS SPECIFIED WITHIN TH15 STATEMENT OF SPECIAL INSPECTIONS AND TESTING. B. FOR PROPRIETARY COMPONENTS OR SYSTEMS, SUBMITTAL OF THE MANUFACTURER'S CERTIFICATION THAT THE COMPONENT OR SYSTEM 15 SEISMICALLY QUALIFIED BY (A) ANALYSIS, (5) TESTING, OR (C) EXPERIENCE DATA IN ACCORDANCE IN ITH A5CE 7 SECTION 13.2.1. D. OFF -SITE FABRICATION: 1. SPECIAL INSPECTION AND TESTING 15 REQU IRED FOR THE OFF -SITE FABRICATION OF 5TRU GTU RAL LOAD -BEARING OR LATERAL LOAD RESISTING MEMBERS AND REINFORCING ASSEMBLIES, UNLE55 THE FABRICATION 15 PERFORMED BY AN APPROVED FABRICATOR. 2. AN APPLICATION FOR OFF-51TE FABRICATION MU 5T BE 5U BMITTED TO THE BU ILDING OFFICIAL FOR APPROVAL PRIOR TO GOMMENGIN6 ANY FABRIGATION WORK REQU IRING SPECIAL INSPECTION OR TESTING. 3. A CERTIFICATE OF COMPLIANCE FOR OFF-5ITE FA13RIGATION MU 5T BE 5U BMITTED BY THE FABRICATOR TO THE SPECIAL INSPECTION OR TESTING AGENGY PRIOR TO FABRICATION, AND 5U BMITTED TO THE BU ILDING OFFICIAL PRIOR TO ERECTION OF PREFABRICATED GOMPONENT5. 4. SPECIAL INSPECTION SHALL INCLUDE VERIFICATION THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND OU ALITY CONTROL PROGEDU RE5 THAT PROVIDE A BA515 FOR INSPECTION CONTROL OF NORKMAN5HIP AND THE FABRIGATOR'5 ABILITY TO CONFORM TO THE APPROVED GON5TRUGTION DOCUMENTS AND REFERENCED STANDARDS. 5. SPECIAL INSPECTION SHALL INCLUDE REVIEW OF THE PROGEDURE5 FOR COMPLETENESS AND ADEQU AGY RELATIVE TO THE REQU IREMENT5 OF THE BU ILDING CODE. STATEMENT OF SPECIAL INSPECTIONS AND TESTING DESCRIPTION OF TYPE OF INSPECTION CmITINUOJS I PERIODIC F REFERENCE REQUIRED, REFERENCE DETAIL SOIL 50 L MATERIAL BELOW FOU NDATION5 FOR ADEQU AGY TO AGH EVE X DESIGN BEARING CAPAGITY EXCAVATIONS EXTEND TO PROPER X DEPTH AND BEARING STRATA GLA551FIGATION AND TESTING OF CONTROLLED FILL MATERIAL X 5UBGRA7E AND5ITE PREPARATION PRIOR TO PLACEMENT OF X CONTRO_LED FILL PLACEMENT AND COMPACTION OF CONTRO_LED FILL: INGLJ DING X RELATIVE DENSITY 50 L EX=AN51ON TEST RE51) L-5: INGLUDIN6 EXPAN51ON INDEX, RECOMMENDATIONS FOR X FOJNDATION AND FLOOR SLAB DE51GN. CONCRETE SHAPE, LOCATION AND DIMENSION OF CONCRETE FORMWORK OR OR -0 X PLACEMENT OF REINFORG NG REINFORCING 57EEL MATERIAL X PLACEMENT OF REINFORCING STEEL PRIOR TO CLOSING OF FORMS OR X DELIVERY OF CONCRETE PLACEMENT OF CAST -IN INSERTS PRIOR TO CLOSING OF FORMS OR X DELIVERY OF CONCRETE PLACEMENT OF GA5T-IN ANCHORS PRIOR TO CLOSING OF FORMS OR X DELIVERY OF CONCRETE PLACEMENT OF GA5T-IN A55EMBLIE5 FOR 5TRU GTU RAL CONNECTIONS X PRIOR TO GL051NG OF FORMS OR DELIVERY OF CONCRETE CONCRETE MIX VERIFICATION AT T ME X OF DE_IVERY APPLICATION 7EGHN10JE5 OF CONCRETE PLACEMENT X FOOTNGTES SAMPLING OF FRESH CONCRETE X 1i2 TE5TIN6 OF CONCRETE STRENGTH FOR CONFORMANCE AI-H THE FOOTNOTES CONSTRUCTION DRAWING X 1 e 2 REOU IREMENT5 MAINTENANCE OF REQU IRED GU RING -EMPERATU RE AND TEGHN IOJ E5 X MEA51J REMENT OF FLOOR FLATNE55 AND FLOOR LEVELNESS PRIOR TO APPLICATION OF PT FORGES (IF X APPLI GABL- ). MASONRY (ACI 530 LEVEL B QUALITY ASSURANCE CERTIFICATES OF MATERIALS COMPL1ANGE PRIOR TO THE START X OF AOR< MASONRY GON5-RU G-ION AT THE FOOTNOTE X START OF WORK 3 MA50N RY CON 5 -RU G- I ON DURING FOOTNOTE GOURSE OF WORK X 4 REIN=ORGING STEEL MATERIAL X PLACEMENT OF RE NFORGING 5TEE_ PRIOR TO DELIVERY OF GROUT X PLACEMENT OF GA5T-IN INSERTS X PRIOR TO DELIVERY OF GROUT PLACEMENT OF GA57-IN ANGHOR5 PRIOR TO DELIVERY OF 6ROU T X PLACEMENT OF CAST -IN ASSEMBLIE5 FOR STRUCTURAL CONNECTIONS X PRIOR TO DELIVERY OF GROU T MA50NRY CONS-RU G-ION PRIOR TO =007N0-E- 5ROU -IN6 X GROUTP_AGEMEN- X 6ROU T 5-U MP DJ RING 6ROU T PLACEMENT (IF LIFTS GREATER X -HAN 5-0' ARE U5ED) PREPARAT ON OF GROUT 5PEGIMEN 5 OU RIN6 CON STRJ GTI ON X TESTING OF GROUT 5TREN6-H DU RING CON5TRJ GTI ON X STRUCTURAL STEEL STRU GTJ RAL STEEL MATERIAL X ANCHOR RODS AND OTHER EMBEDMENTS 5U PPORTING STRU GTU RAL 5TEEL IN X ACCORDANCE WITH AI5G 360, SECTION N5.i STRU GTU RAL STEEL FRAMING, BRACING AND GONNEG-ION5 GONFIGU RATION IN ACCORDANCE X WITH AI5G 360, SECTION N51 WELDING OF STRUCTURAL STEEL QU ALITY ASSU RANGE INSPECTIONS PRIOR TO WELDING IN FOOTNOTE ACCORDANCE W I T-1 A156 360, 6 SECTION N5.4 AND TABLE N5.4-1 QU ALITY A55U RANGE INSPECTIONS DURING WELDING IN ACCORDANCE FOOTNOTE W ITH AI5G 360, SECTION N5.4 AND 6 -ABLE N5.4-2 QU ALITY A55U RANGE IN5PEGTION5 AFTE R A E LD N G 1 N AGGORDAN GE FOOTNOTE WITH AI5G 360, SECTION N5.4 AND 6 -ABLE N5.4-5 NONDE5-RUG-IVE TE5TIN6 AFTER FOOTNOTE AELDING IN ACCORDANCE AITH 6 A15G 360, SECTION N5.5 POST -INSTALLED ANCHORS INSTALLATION OF MEGHANIGA_ FOOTNOTE ANCHORS X "1 INSTALLATION OF 5GREA ANCHORS X FOOTNOTE 1 JOB5ITE STORAGE OF APHE51VE PRIOR TO IN5TA-LATION FOR FOOTNOTE GONFORMANCE WITH X ? MANJ FAGTU RER'5 REQU IREMENT5 INSTALLATION OF ADHE5IVE ANCHOR5 FOOTNOTE IN HORIZONTAL_Y OR J PWARDLY- X INGL'NED ORIENTATIONS 7 INSTALLATION OF ADHE5IVE ANCHORS FOOTNOTE IN DOWNWARD VERTICAL X ORIENTATIONS SPECIAL INSPECTION AND TESTING PROGRAM SILVERROCK A. GENERAL: 1. NOTICE TO THE APPLICANT, OWNER, ONNER'5 AGENT, ARCHITECT LODGING, OR ENGINEER OF RECORD: BY USING THESE PERMITTED CONSTRUCTION DRAW ING5 FOR 52-000 SILVERROCK WAY, CONSTRUCTION OR INSTALLATION OF THE WORK SPECIFIED LA QUINTA, CA 92253 HEREIN, YOU AGREE TO COMPLY W ITH THE REQU IREMENT5 OF THE BU ILDING OFFICIAL FOR SPECIAL INSPECTIONS, 5TRU GTU RAL OBSERVATIONS, CON5TRU GTION MATERIAL TE5TIN6 AND OFF-51TE FABRICATION OF BU ILDING COMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND AS REQU IRED BY GALI FORK I A GONSTRU GTI ON CODES. 2. NOTICE TO THE CONTRACTOR, BU ILDER, IN5TALLER, 5U BGONTRACTOR OR ON N ER-BU I LDER: BY U51N6 THESE PE RM I TTED CON 5TRU CT I ON DRAW ING5 FOR Gensler GONSTRU CTION OR INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE THAT YOU ARE AWARE OF THE REQU IREMENT5 CONTAINED IN THE STATEMENT OF SPECIAL 225 Broadway Tel 619.557.2500 INSPECTIONS. YOU AGREE TO COMPLY W ITH THE REQU IREMENT5 Suite 1600 Fax 619.557.2520 OF THE BU ILDING OFFICIAL FOR SPECIAL INSPECTIONS, San Diego, CA92101 5TRU GTU RAL OBSERVATIONS, CON5TRU CTION MATERIAL TESTING United States AND OFF-5ITE FABRICATION OF BU ILDING COMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND AS REQU IRED BY CALI FORN I A CON 5TRU CT ION CODE 5. 3. THE OWNER OR OWNER'S AGENT, OTHER THAN THE CONTRACTOR, CO F F M A N SHALL EMPLOY SPECIAL INSPECTION AND TESTING AGENCIES TO PROVIDE INSPECTIONS DURING GON5TRUCTION ON THE TYPES OF ENGINEERS WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. 1455 Frazee Road, Suite 600 San Diego, CA 92108 4. SPECIAL INSPECTION SHALL BE PERFORMED IN ADDITION TO ph 619.232.4673 INSPECTION BY THE BU ILDING OFFICIAL AS REQU IRED IN SECTION www.coffman.com 1 10OF THE BU ILDING CODE. 5PEGIAL INSPECTION 5HALL NOT BE A SUBSTITUTE FOR INSPECTION BY THE BUILDING OFFICIAL. 5. WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQU IRING SPECIAL INSPECTION OR TESTING 15 TO BE PERFORMED 51MULTANEOU5LY, OR THE GEOGRAPHIC LOCATION OF THE WORK 15 5U CH THAT IT CANNOT BE OBSERVED IN ACCORDANCE WITH THE STATEMENT OF SPECIAL INSPECTIONS AND SECTION 1704 OF THE BU ILDING CODE, IT 5H ALL BE THE 5PEGIAL INSPECTION AGENCY'S RESPONSIBILITY TO EMPLOY A 5U FFICIENT NU MBER OF INSPECTORS TO A55U RE THAT THE REQU IRED WORK 15 INSPECTED. 6. THE SPECIAL INSPECTION AGENCY SHALL BE APPROVED BY THE BU ILDING OFFICIAL FOR INSPECTION OF THE PARTIGU LAR TYPE OF CONSTRUCTION OR OPERATION REQU IRING SPECIAL INSPECTION. EXCEPTIONS: A. 501L5 INSPECTIONS SHALL BE PERFORMED BY THE 6EOTEGHNIGAL ENGINEER OF RECORD. B. SMOKE CONTROL SYSTEM IN5PEGTION5 SHALL BE PERFORMED BY THE MECHANICAL ENGINEER OF RECORD. G. WHEN TH15 REQU IREMENT FOR AGENCY APPROVAL 15 WAIVED BY THE BU ILDING OFFICIAL. 1. THE CONSTRUCTION MATERIALS TESTING AGENCY SHALL BE APPROVED BY THE BU ILDING OFFICIAL FOR THE TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQU IPMENT. 6. PRIOR TO THE START OF CON5TRU CTION, THE SPECIAL INSPECTION AND TESTING AGENCIES SHALL SUBMIT DOCUMENTATION TO THE BU ILDING OFFICIAL DEMONSTRATING THE COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE SPECIAL IN5PECTION5 AND TE5T5 DURING CONSTRUCTION. q. EACH CONTRACTOR RESPONSIBLE FOR THE GONSTRU GTION OF THE MAIN WIND- OR SEISMIC -FORGE -RESISTING SYSTEM, DESIGNATED SEISMIC, SYSTEM, OR WIND- OR 5E15MIG-RE515TIN6 COMPONENT LISTED IN THE STATEMENT OF SPECIAL IN5PEGTION5 SHALL SUBMIT A STATEMENT OF RESPONSIBILITY TO THE OWNER (OR OWNER'S DESIGNATED AGENT) AND BU ILDING OFFICIAL PRIOR TO Date Description COMMENCEMENT OF WORK. THE CONTRAGTOR'5 STATEMENT OF 2019.05.03 100%DESIGN DEVELOPMENT RESPONSIBILITY SHALL CONTAIN AGKNONLEDGEMENT OF 2019.08.30 50%CONSTRUCTION DOCUMENTS ANARENE55 OF THE SPECIAL REQU IREMENT5 CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. 2019.09.23 PERMIT SET 2019.11.01 GMP SET 10. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE A 2019.11.01 CYCLE 1 REVISIONS SPECIAL INSPECTION OR TESTING AGENCIES AT LEAST ONE B 2020.02.14 CD- PERMIT 3RD CYCLE/GMP WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQU I RE5 SPECIAL INSPECTION. 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 11. WORK REQU IRING SPECIAL INSPECTION OR TESTING THAT 15 3 2022.04.29 BULLETIN #2 INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE BU ILDING 3. 2022.08.19 BULLETIN #2 OFFICIAL 15 5UBJEGT TO REMOVAL OR EXPOSURE AT THE GONTRAGTOR'5 EXPENSE. B. REQUIRED REPORTS: 1. A SOILS INSPECTION REPORT, SIGNED, STAMPED AND DATED BY THE 6EOTEGHNIGAL ENGINEER OF RECORD, SHALL BE 5U BMITTED TO AND APPROVED BY THE BU ILDING OFFICIAL PRIOR TO THE CONTRACTOR REQU EST IN6 A BU ILDING DEPARTMENT FOUNDATION INSPECTION OR THE PLAGEMENT OF FOUNDATION CONCRETE. THE REPORT SHALL STATE THAT: A. TH E BU I LDI N 6 PAD W A5 PRE PARE D I N AGCORDAN GE IN I TH TH E SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BAGKFILLED AND COMPACTED. G. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 2. THE 5PEGIAL IN5PEGTION AGENCY SHALL FURNISH IN5PEGTION REPORTS TO THE BU ILDIN6 OFFICIAL AND TO THE REGISTERED DESIGN PROFE55IONAL IN RESPONSIBLE CHARGE. 3. SPECIAL INSPECTION REPORTS SHALL INDICATE WHETHER THE WORK INSPEGTEO INA5, OR WA5 NOT PERFORMED IN GONFORMANGE W ITH THE APPROVED CONSTRUCTION DOCUMENTS. 4. THE CONSTRUCTION MATERIALS TE5TIN6 AGENCY SHALL FURNISH REPORTS TO THE BU ILDIN6 OFFICIAL AND TO THE REGISTERED DE516N PROFESSIONAL IN RESPONSIBLE GHARGE. 5. MATERIAL TESTING REPORTS SHALL INDICATE WHETHER THE TESTED MATERIALS CONFORM, OR DO NOT CONFORM, TO THE REQU IREMENT5 OF THE APPROVED CON5TRU GTION DOCUMENTS. 6. DISGREPANGIE5 SHALL BE BROU GHT TO THE IMMEDIATE ATTENTION I Seal (Signature OF THE CONTRACTOR FOR CORRECTION. 1. IF DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES �OQ(DFESS/ON9l SHALL BE BROU GHT TO THE ATTENTION OF THE BU ILDING OFFICIAL t�� N. gtij� FijiG, AND TO THE REGISTERED DE516N PROFE55IONAL IN RESPONSIBLE W ��3 CHARGE PRIOR TO COMPLETION OF THAT PHASE OF WORK. No.33 2 8. A FINAL REPORT DOGU MENTING THE REQU IRED SPECIAL Exp. 12-31-23 INSPECTIONS, MATERIAL TESTING AND GORREGTION OF ANY s DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE 5U BMITTED J� TRUCT\3 �Q AT A POINT IN TIME AGREED U PON, PRIOR TO THE START OF NORK, gIFOF CAL\F�� BY THE PERMIT APPLICANT AND THE BU ILDING OFFICIAL. SIGNED: 02-14-20 C. CONTINUOUS AND PERIODIC SPECIAL INSPECTIONS: Project Name NO: 177059 1. WHERE CONTINUOUS 5PEGIAL INSPECTION 15 REQUIRED, THE MONTAGE GUESTROOMS 5PEGIAL INSPECTOR 5H ALL CONTINU OU SLY PROVIDE FU LL-TIME INSPECTION OF THE NORK. Project Number 2. INHERE PERIODIC, SPECIAL INSPECTION 15 REQU IRED, THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING THE 55.7598.221 NORK INHERE PERIODIC, INSPECTION 15 INDICATED. A5 A MINIMUM, PERIODIC SPECIAL IN5PEGTION SHALL OGGU R DAILY. I Description STRUCTURAL NOTES Scale 1 If = 1'-011 GR S00n101 O © 2015 Gensler U. GLUE -LAMINATED WOOD MEMBERS: 1. THE MANU FAGTU RE OF STRUCTURAL GLU E-LAMINATED TIMBER 5H ALL COMPLY W ITH 5EGTION 2303.1 .3 OF THE BU ILDING CODE. WORKMANSHIP SHALL BE IN CONFORMANCE WITH AN51/AITG STANDARD A 1 g0.1 AND A5TM D 3131. ALL BEAMS 5H ALL BEAR THE APA/EW5 OR AITG TRADEMARK INDICATING CONFORMANCE. 2. GLU E-LAMINATED MEMBERS SHOWN ON THESE PLANS ARE FOR DRY SERVICE CONDITIONS OF U 5E, DEFINED BY M015TU RE CONTENT OF MEMBER REMAINING BELOW 16% IN SERVICE, EXCEPT WHERE EXPOSED. THE EXP05ED GLU LAM MEMBERS SHALL HAVE WET-U 5E ADHESIVES AND BE PRESERVATIVE TREATED IN ACCORDANCE WITH THE AMERI CAN WOOD PRESERVATIVES ASSOCIATION (AW PA) STANDARD G26. 3. PRIOR TO INSTALLATION, 5U PPLIER SHALL PROVIDE AN AITG CERTIFICATE OF COMPLIANCE FOR GLU E-LAMINATED WOOD MEMBERS TO THE BU ILDING OFFICIAL. 4. LUMBER SHALL BE DOU GLAS FIR, WGLIB GRADING AND DRESSING RULES AND WGLA SPECIFICATIONS FOR STRUCTURAL LAMINATED DOU GLA5 FIR TIMBER, STRUCTURAL GLUE -LAMINATED TIMBER 5H ALL CONFORM TO AITG STANDARD A 1 g0.1 AND A5TM D 3131, DESIGN AND MANU FAGTU RE OF STRU GTU RAL GLU ED-LAMINATED TIMBER, AND SHALL BE OF INDUSTRIAL GRADE WHERE HIDDEN FROM VIEW AND ARGHITEGTURAL GRADE WHERE VISIBLE, WITH EN05 SEALED UNLESS OTHERWISE NOTED. 5. GLU E-LAM BEAMS 5HALL BE OF DF/DF INDU 5TRIAL GRADE 24F-V4 AT SIMPLE SPAN MEMBERS, AND 24F-V8 AT GONTINU OU 5 AND CANTILEVERED MEMBERS, (Fb= 2400 psi, Fc=1650 psi, Fv= 265 psi, AND E=1.8E(opsi FOR FLEXURAL), U.O.N. ON THE DRAW ING5. TEN51ON LAMINATION REQU IRED AT TOP AND BOTTOM OF ALL GANTILEVERED 6LU -LAM BEAMS. V. STRUCTURAL COMPOSITE LUMBER: 1. STRUCTURAL CAPACITIES FOR STRU GTU RAL COMPOSITE LUMBER SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH A5TM D 5456. 2. 5TRU GTU RAL COMPOSITE LU MBER SHALL BE MANU FAGTU RED UNDER A CURRENT EVALUATION APPROVAL AND SHALL BE MARKED TO IDENTIFY THE MANUFACTURER, TYPE AND GRADE. 3. THE M015TU RE CONTENT SHALL NOT EXCEED 14% AT THE TIME OF INSTALLATION. 4. PARALLEL STRAND LUMBER (PSL) SHALL BE MANU FAGTU RED BY TRU 5 J015T (PARALLAM 2.2E) OR EQU IVALENT AND 5H ALL HAVE THE FOLLOWING PROPERTIES: Fb= 2g00 psi, FG= 2gGb psi, Fv= 2110 psi, AND E=2.2 X 101 psi. 5. LAMINATED VENEER LUMBER (LVL) SHALL BE MANU FAGTU RED BY TRU 5 J0157 (MIGROLAM 2.OE) OR EQU IVALENT AND SHALL HAVE THE FOLLOWING PROPERTIES: Fb=26Xp5i, Fc=2510p5i, Fv=285 psi, AND E=2.0X 101 psi. 6. LAMINATED STRAND LUMBER (L5L) SHALL BE MANU FAGTU RED BY TRU 5 J015T (TIMBER5TRAND 1.55E) OR EQU IVALENT AND SHALL HAVE THE FOLLOWING PROPERTIES: Fb= 2325 psi, Fc=2110psi, Fv= 310 psi, AND E=1.55 x 101 psi. W. PREFABRICATED WOOD I -JOISTS: 1. PREFABRICATED WOOD I-J015T5 SHALL BE TRU 5 J015T TJI (IGG #E5R-1153). ALTERNATE PRODUCTS SHALL GARRY AN EVALUATION APPROVAL AND SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO FABRICATION. 2. JOISTS SHALL BE MARKED ON THE FACE OF THE BOTTOM CHORD WITH THE FOLLOWING INFORMATION: A. MANU FAGTU RER'5 NAME B. J015T TYPE AND GRADE 3. JOISTS SHALL BE INSTALLED W ITH THE GROWN SIDE U P AS MARKED BY THE MANU FAGTU RER. 4. BLOCKING AND RIM MEMBERS SHALL BE THE SAME DEPTH AS ADJACENT JOISTS, U.O.N. 5. PENETRATIONS IN JOISTS WEB5 MAY BE PERMITTED, PROVIDED THAT THEY COMPLY W ITH THE REQU IREMENT5 IN THE IGG APPROVAL. S. ROUGH CARPENTRY: 1 . SPECIAL INSPECTION AND TESTING 15 REQU IRED IN ACCORDANCE W ITH 5EGTION5 1104 AND 1105 OF THE BU ILDING GODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION OOGU MENT5. 2. FRAMING LUMBER SHALL BE DOUGLA5 FIR LARCH, GRADE -MARKED BY THE WCLIB OR WWPA A5 FOLLOWS. U .0.N: BEAMS 4 HEADERS NO. 1 PU RLIN5 NO. 1 5U BPU RLIN5 NO. 2 2x JOISTS 4 RAFTERS NO. 2 PLATES 4 SILLS NO. 2 LE06ER5 4 NAILER5 NO. 2 BLOGKI N G NO. 2 P05T5 NO. 1 5TU D5 (EXTERIOR 4 NO. 2 BEARING) STUDS (INTERIOR NON- STU D GRADE BEARING) 3. THE MOISTURE CONTENT OF DIMENSION LUMBER SHALL NOT EXCEED 1g PERCENT AT THE TIME OF INSTALLATION, U.O.N. 4. SILLS, PLATES AND OTHER MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MA50NRY THAT 15 INDIRECT CONTACT WITH EARTH 5H ALL BE PRE55U RE TREATED. 5. SHEATHING 5H ALL BE APA-RATED STRU GTU RAL U 5E PANELS CON FORM I N 6 TO PRODU CT STAN OARD P5 1 FOR PLYW 000 OR P5 2 FOR ORIENTED STRAND BOARD (05B). 6. FRAMING HARDWARE 15 INDICATED AS MANUFACTURED BY THE 51MP50N STRONG -TIE COMPANY. ALTERNATIVELY, LISP STRUCTURAL CONNECTORS BY MITEK BU ILDING PRODUCTS MAYBE 5UB5TITUTEE) WHEN APPROVED IN WRITING BY THE ENGINEER PRIOR TO DELIVERY TO THE JOB5ITE. REQU EST FOR APPROVAL OF ALTERNATE MANU FAGTU RER5 PRODU GT5 SHALL INCLU DE AN ITEM - BY -ITEM COMPAR15ON OF LOAD -CARRYING CAPACITIES BETWEEN THE PROPOSED 5UB5TITUTE PRODUCTS AND THE 5PEGIFIED PRODUCTS. 1. N Al L5 5H ALL BE COMMON W I RE CON FORM I N G TO TH E FOLLOW I N G PROPERTIES. NAILS EXP05ED TO WEATHER 5HALL BE HOT -DIP GALVANIZED, U.O.N. DRAWING SHANK MIN. DESIGNATION DIAMETER PENETRATION 6d 0.113 IN 1-3/6 IN Sd 0.131 IN 1-41/16 IN 1 Oa 0.148 IN 1-13/16 IN 16d 0.162 IN 2 I N 8. N Al LI N G 5H ALL CON FORM TO TABLE 2304.10.1 OF TH E BU I LDI N G CODE, U.O.N. g. NAIL HOLES 5H ALL BE PRE -DRILLED WHERE NEGE55ARY TO PREVENT SPLITTING. 10. BOLTS AND LAG 5GREW5 SHALL HAVE 1 VIA. MIN. DISTANCE TO THE END OF THE MEMBER AND 4 DIA. MIN. D15TANCE TO THE EDGE OF THE MEMBER, U.O.N. 11. BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" IN DIAMETER LARGER THAN THE NOMINAL BOLT DIAMETER. RETIGHTEN ALL NUTS PRIOR TO GLO5IN6 IN. 12. LAG 5GREW5 SHALL BE PRE -DRILLED TO A DIAMETER OF 60TO 15 PERCENT OF THE SHANK DIAMETER. LAG 5GREW5 SHALL BE INSTALLED BY TURNING WITH A WRENGH. DRIVING OF LAG 5GREW5 15 PROHIBITED. 13. BOLT AND LAG SCREW HEADS AND NU T5 AGAINST WOOD SHALL BE INSTALLED WITH STANDARD GUT WASHERS AGAINST THE WOOD, U.O.N. 14. BEAMS, JOISTS, RAFTERS, ETC. SHALL BE INSTALLED WITH THE GROW N 51 DE UP. 15. JOISTS, HEADERS, BEAMS, AND RAFTERS SHALL HAVE A MINIMUM SOLID LEVEL BEARING OF 1.5 INCHES AT EACH END, U.O.N. 16. FULL -HEIGHT BRIDGING FOR JOISTS SHALL COMPLY WITH SECTION 2308.4.2.3 OF THE BU ILDING CODE, U.O.N. 11. GUTTING, NOTCHING OR DRILLING OF JOISTS OR RAFTERS SHALL BE PERMITTED ONLY AS DETAILED OR APPROVED IN WRITING BY THE ENGINEER AND SHALL COMPLY W ITH SECTION 2308.4.2.4 OF THE BU ILDING GODE, U .0.N. 18. GUTTING, NOTCHING OR DRILLING OF BEAMS OR PURLIN5 SHALL BE PERMITTED ONLY AS DETAILED OR APPROVED IN WRITING BY THE ENGINEER. 1 g. DOU BLE TOP PLATES OF STRU GTU RAL 5TU D W ALL5 5H ALL BE TIN 0 PIECES, SAME 51ZE A5 STUDS. 20. NOT LE55 THAN THREE (3) 5TU 05 5H ALL BE INSTALLED AT EVERY CORNER OF AN EXTERIOR OR INTERIOR BEARING WALL. 21. 5TU D5 SHALL HAVE FU LL BEARING ON SILL AND TOP PLATES. 22. FULL -DEPTH BLOCKING FOR STUDS 5H ALL COMPLY WITH SECTION 2308.5.1. 23. GU TTIN6, NOTCHING OR DRILLING OF 5TU 05 5H ALL BE PERMITTED ONLY AS DETAILED OR APPROVED IN WRITING BY THE ENGINEER AND SHALL COMPLY WITH 2308.5.g AND 2308.5.10OF THE BUILDING CODE, U.O.N. 24. GUTS AND HOLES IN PRE55U RE TREATED LUMBER SHALL BE TREATED PER AW PA M 84. T. MACHINE APPLIED NAILING: 1. THE U5E OF MACHINE NAILING 15 5UBJEGT TO A 5AT15FAGTORY JOB 517E DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL OF THE PROJECT ENGINEER. THE APPROVAL I5 5UBJEGT TO CONTINU ED 5ATI5FAGTORY PERFORMANCE. 2. NAIL HEADS 5HALL NOT PENETRATE THE OU TER PLY MORE THAN WOU LD BE NORMAL FOR A HAND HAMMER. 3. EDGE DI5TANGE5 SHALL BE MAINTAINED. SHINERS 5HALL BE REPLACED. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER, OR IF MINIMUM ALLOWABLE EDGE D15TANGES ARE NOT MAINTAINED THE PERFORMANCE W ILL BE DEEMED U N5ATI5FAGTORY. 4. MACHINE NAILING I5 NOT PERMITTED FOR PLYWOOD 5/16" OR LE55 IN THIGKNE55. N. DRYPACK / NON -SHRINK GROUT: 1. NON -SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28DAY5 OF 6,000p5i IN ACCORDANCE WITH A5TM G 1 Og. 2. NON-5HRINK GROUT SHALL BE INSTALLED UNDER A COLUMN BASE PLATE AFTER THE COLUMN HAS BEEN PLU MBER AND PRIOR TO PLAGING CONCRETE FILL ON THE STRUCTURE. 0. POST -INSTALLED MECHANICAL ANCHORS: 1. SPECIAL INSPECTION AND TESTING 15 REQU IRED IN ACCORDANCE W ITH SECTIONS 1104 AND 1105 OF THE BU ILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION OOGU MENT5. 2. MECHANICAL ANCHORS FOR INSTALLATION IN CONCRETE SHALL BE 51MP50N 5TRON6-BOLT 2 (IGG #E5R-3031), DEWALT POWER -STUD+ 5D2 (IGG #E5R-2502) OR HILTI KB-TZ (IGG #E5R-1g11). ALTERNATE PRODU GT5 SHALL GARRY AN EVALUATION APPROVAL THAT 15 BASED ON TESTING IN ACCORDANCE WITH IGG ACCEPTANCE CRITERIA AG1 g3 AND SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO DELIVERY TO THE JOB5ITE. 3. MECHANICAL ANCHORS FOR INSTALLATION IN CONCRETE MASONRY SHALL BE 51MP50N WEDGE -ALL (IGG #E5R-13%), DEWALT POWER- 5TUD+ 501 (IGG #E5R-2g66) OR HILTI KB-TZ (IGG #E5R-3185). ALTERNATE PRODUCTS SHALL CARRY AN EVALUATION APPROVAL THAT 15 BASED ON TESTING IN ACCORDANCE WITH IGG ACCEPTANCE CRITERIA AG01 AND SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO DELIVERY TO THE JOBSITE. 4. ANCHORS SHALL BE OF THE TYPE, DIAMETER, AND MINIMUM DIMEN51ONAL REQU IREMENT5 (EMBEDMENT, SPACING AND E06E DISTANCE) AS INDICATED ON THE DRAWINGS. 5. ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH DRILLING EQU IPMENT OF THE TYPE REQU IRED IN THE MANU FAGTU RER'5 PUBLISHED EVALUATION REPORT. HOLES SHALL BE GLEANED IN CONFORMANCE WITH THE ANCHOR MANU FAGTURER'5 IN5TRU GTION5. 6. WHEN INSTALLING ANCHORS IN EXISTING REINFORCED CONCRETE OR MASONRY, AVOID GUTTING OR DAMAGING THE EXISTING REINFORCING BARS. 1. WHEN INSTALLING ANCHORS INTO P05T-TEN5IONED CONCRETE, LOCATE THE TENDONS BY U SING A NON-DESTRU GTIVE METHOD PRIOR TO INSTALLATION. AVOID GUTTING OR DAMAGING THE TENDONS. P. POST -INSTALLED SCREW ANCHORS: 1. SPECIAL INSPECTION AND TESTING 15 REQU IRED IN ACCORDANCE W ITH SECTIONS 1104 AND 1105 OF THE BU ILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOGU MENT5. 2. 5GREW ANCHORS FOR INSTALLATION IN CONCRETE SHALL BE 51MP50N TITEN HD (IGG #E5R-2113), DEWALT 5GREW-BOLT+ (IGG #E5R-388g) OR HILTI KIN IK HU5-EZ (IGG #E5R-3021). ALTERNATE PRODU G75 SHALL CARRY AN EVALUATION APPROVAL THAT 15 BASED ON TESTING IN ACCORDANCE WITH IGG ACCEPTANCE CRITERIA AG1 g3 AND SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO DELIVERY TO THE JOB5ITE. 3. 5GREW ANCHORS FOR INSTALLATION IN CONCRETE MA50NRY SHALL BE 51MP50N TITEN HD (IGG #E5R-1056), DEWALT SGREW- BOLT+ (IGG #E5R-4042) OR HILTI KWIK HU5-EZ (IGG #E5R-3056). ALTERNATE PRODUCTS SHALL GARRY AN EVALUATION APPROVAL THAT 15 BASED ON TESTING IN ACCORDANCE WITH IGG ACCEPTANCE CRITERIA AG106 AND 5HALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO DELIVERY TO THE JOB5ITE. 4. ANGHOR5 SHALL BE OF THE TYPE, DIAMETER, AND MINIMUM DIMEN51ONAL REQU IREMENT5 (EMBEDMENT, 5PAGING AND EDGE DI STAN GE) A5 INDIGATED ON THE DRAW ING5. 5. ANGHOR5 SHALL BE INSTALLED IN HOLES DRILLED WITH DRILLING EQU IPMENT OF THE TYPE REQU IRED IN THE MANU FAGTU RER'5 PUBLISHED EVALUATION REPORT. HOLE5 SHALL BE GLEANED IN CONFORMANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS. 6. WHEN INSTALLING ANCHORS IN EXISTING REINFORCED CONCRETE OR MASONRY, AVOID GU TTIN6 OR DAMAGING THE EXISTING REINFORCING BARS. 1. WHEN INSTALLING ANCHORS INTO P05T-TEN5IONED CONCRETE, LOCATE THE TENDONS BY U SING A NON-DESTRU GTIVE METHOD PRIOR TO INSTALLATION. AVOID GUTTING OR DAMAGING THE TENDONS. Q. POST -INSTALLED ADHESIVE ANCHORS: 1. SPECIAL INSPECTION AND TESTING 15 REQU IRED IN ACCORDANCE W ITH SECTIONS 1104 AND 1105 OF THE BU ILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION OOGU MENT5. 2. ADHE51VE ANCHOR INSTALLERS SHALL BE TRAINED BY A OU ALIFIED REPRESENTATIVE OF THE ADHESIVE MANU FAGTU RER ON THE PROPER PROCEDU RES AND TECH NIQU E5 FOR INSTALLATION. 3. ADHE51VE SHALL BE STORED ON THE JOB51 TE IN A COOL, DRY LOCATION IN CONFORMANCE WITH THE MANUFAGTURER'5 REQU IREMENT5. 4. ADHESIVE ANCHORS FOR INSTALLATION IN CONCRETE SHALL BE 51MP50N 5ET-XP (IGG #E5R-2508), DEWALT AG202+ (IGG #E5R-4021) OR HILTI HIT HY200(IGG #E5R-3161). ALTERNATE PRODU GT5 SHALL GARRY AN EVALUATION APPROVAL THAT 15 BASED ON TESTING IN ACCORDANCE W ITH IGG AGGEPTANGE CRITERIA AG308 AND 5HALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO DELIVERY TO THE JOB51 TE 5. ADHE51VE ANCHORS FOR INSTALLATION IN CONCRETE MA50NRY 5H ALL BE 51MP50N SET (IGG #E5R-1112), DEWALT AG100+GOLD (IGG #E5R-3200) OR HILTI HIT HY200(IGG #E5R-3g63). ALTERNATE PRODU GT5 SHALL GARRY AN EVALUATION APPROVAL THAT 15 BASED ON TESTING IN ACCORDANCE W ITH EVALUATION ACCEPTANCE CRITERIA AG58 AND SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO DELIVERY TO THE JOB5ITE. 6. ANCHORS SHALL BE OF THE TYPE, DIAMETER, AND MINIMUM DIMEN51ONAL REQU IREMENT5 (EMBEDMENT, 5PAGING AND EDGE DISTAN GE) AS INDIGATED ON THE DRAW ING5. 1. ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH DRILLING EQU IPMENT OF THE TYPE REQU IRED IN THE MANU FAGTU RER'5 PUBLISHED EVALUATION REPORT. HOLES SHALL BE GLEANED IN CONFORMANCE WITH THE ANCHOR MANU FAGTU RER'5 INSTRUCTIONS. 8. WHEN INSTALLING ANCHORS IN EXISTING REINFORCED CONCRETE OR MASONRY, AVOID GU TTIN6 OR DAMAGING THE EXI5TIN6 REINFORCING BARS. g. WHEN INSTALLING ANCHORS INTO P05T-TEN5IONED CONCRETE, LOCATE THE TENDONS BY U SING A NON-DESTRU GTIVE METHOD PRIOR TO INSTALLATION. AVOID GUTTING OR DAMAGING THE TENDONS. R. DRIVEN FASTENERS IN REINFORCED CONCRETE: 1. FASTENERS 5HALL HAVE AN EVALU ATI ON APPROVAL FOR THE TYPE OF CONCRETE USED ON THE JOB. 2. WHEN INSTALLING FASTENERS INTO P05T-TEN5IONED CONCRETE, LOCATE THE TENDONS BY U SING A NON-DESTRU GTIVE METHOD PRIOR TO INSTALLATION. AVOID GUTTING OR DAMAGING THE TENDONS. L. REINFORCED CONCRETE MASONRY (CMU): 1. MASONRY GON5TRU GTION SHALL CONFORM TO CHAPTER 21 OF THE BU I LOIN G CODE AND AG 1 530.1 . 2. SPECIAL INSPECTION AND TESTING 15 REQU IRED IN ACCORDANCE WITH 5EGTION5 1104 AND 1105 OF THE BU ILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION OOGU MENT5. 3. CONCRETE MA50NRY CONSTRUCTION SHALL HAVE A MINIMUM 26 DAY COMPRESSIVE STRENGTH OF f'm= 2,000psi, U.O.N. 4. CON GRETE MA50N RY U N I T5 5H ALL CON FORM TO A5TM G g0, MEDIUM WEIGHT, SINGLE OPEN-END UNITS, U.O.N. 5. MORTAR SHALL CONFORM TO A5TM G 210, TYPE "5". 6. GROUT 5H ALL GON FORM TO ASTM G 416. GROUT M I XE5 SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED BY THE ENGINEER. 1. ADM I XTU RES IN 6ROU T SHALL BE APPROVED IN ADVAN GE . ADMIXTURES CONTAINING CHLORIDE OR CHLORIDE SALTS SHALL NOT BE U5ED EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER. 8. STRENGTH VERIFIGATION OF MASONRY SHALL BE BY THE UNIT STRENGTH METHOD IN ACCORDANCE W ITH AGI 530.1, SECTION 1 .48.2.b. MASONRY COMPONENTS SHALL HAVE THE FOLLOWING STRENGTHS: MINIMUM COMPRESSIVE STRENGTH MASONRY UNITS 2,000psi 6ROU T 2,000 psi g. VERTICAL BARS IN WALL5 SHALL BE PLACED IN THE CENTER OF THE WALL UNLESS OTHERWISE INDICATED. VERTICAL BARS SHALL BE TIED OR OTHERWISE FIXED IN POSITION AT THE TOP AND BOTTOM AND AT INTERVALS OF NOT MORE THAN 200 BAR DIAMETERS. 10. HORIZONTAL BARS 5H ALL BE PLACED IN BOND BEAM UNIT5. 1 1 . CON DU ITS OR PIPES SHALL NOT OCCUR IN SAME CELL AS REINFORCING BARS. 12. MASONRY UNITS SHALL BE PLACED IN A RUNNING BOND PATTERN, U.O.N. 13. CON STRU GTION OR CONTROL JOINTS IN CONCRETE MASONRY SHALL BE PROVIDED AS INDICATED. THE LOCATIONS OF JOINTS NOT SPECIFICALLY INDICATED SHALL BE REVIEWED BY THE ENGINEER AND APPROVED BY THE ARCHITECT. 14. MASONRY CELLS SHALL BE 50LID GROU TED, U.O.N. 15. A GROUT POUR SHALL BE THE TOTAL HEIGHT OF MA50NRY THAT 15 GROUTED PRIOR TO THE ERECTION OF ADDITIONAL MASONRY. A GROUT POUR SHALL NOT EXCEED THE HEIGHT LIMITS GIVEN IN AGI 530.1, TABLE l AND MAY GON515T OF ONE OR MORE GROUT LIFTS. 16. A 6ROU T LI FT 5H ALL BE TH E H E I GH T OF 6ROU T TH AT 15 PLACED I N ASINGLE, GONTINUOU5 OPERATION BEFORE CONSOLIDATION OF GROUT. GROUT LIFTS SHALL NOT EXCEED 5-4" IN HEIGHT UNLESS THE FOLLOWING CONDITIONS ARE MET: A. MA50NRY 15 ALLOWED TO CURE FOR A MINIMUM OF 4 HOURS PRIOR TO GROUTING B. GROUT SLUMP 15 MAINTAINED BETWEEN 10AND 11 INCHES AS VERIFIED BY TESTING G. LIFTS ARE LIMITED TO A HEIGHT BETWEEN HORIZONTAL BOND BEAMS, OR A MAXIMU M OF 12-6. 11. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION. WHERE LIFTS EXCEED 12 INCHES, GROUT SHALL BE RE- GON50LIDATED BY MECHANICAL VIBRATION AFTER INITIAL WATER L055 AND SETTLEMENT. 18. INSPECTION AND GLEAN OUT HOLES SHALL BE PROVIDED AT THE BASE OF GROUTED GELL5 INHERE A GROUT POU R EXCEEDS 5-4" IN HEIGHT. HOLE 5PAGING SHALL NOT EXCEED 32 INCHES ON CENTER. 1 g. WHEN 6ROU TIN 5 15 STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY 5TOPP1 N 6 THE 6ROU T POU R 1-1 /2" BELOW TOP OF THE U PPERM05T UNIT. M. STRUCTURAL STEEL: 1. 5TRU GTU RAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE W ITH CHAPTER 22 OF THE BU ILDING GODE, Al5G 360 "SPECIFICATION FOR STRUCTURAL STEEL BU ILDIN65" AND AISG 303 "GOOE OF STANDARD PRACTICE FOR STEEL BU ILOIN65 AND BRI DGE5". 2. SPECIAL INSPECTION AND TESTING 15 REQU IRED IN ACCORDANCE W ITH SECTIONS 1104 AND 1105 OF THE BU ILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION OOGU MENT5. 3. 5TRU GTU RAL STEEL STRENGTHS AND GRADES SHALL BE A5 FOLLOW5. U.O.N. YIELD A5TM DESCRIPTION Fy,ks* GRADE W F AND WT SHAPES 50 ksi Agg2, GR 50 OTHER ROLLED SHAPES 36 k5i A36 RECTANGULAR H55 SECTIONS 46 k5i A500, GR B 5TRU GTU RAL PI PE 5EGTI ON5 35 ksi A53, GR B PLATES 36 ksi A36 4. HOLLOW STRUCTURAL STEEL (H55) MEMBERS SHALL BE SEAL WELDED IN DRY CONDITION IN THE SHOP. PROVIDE WEEP HOLES AT THE LOW END OF ALL HOLLOW MEMBERS IN EXTERIOR CONDITIONS, AND SEAL WELD AROUND ALL MATING 5URFAGE5 IN EXTERIOR GONDITION5 WHETHER COVERED OR OPEN. CONGEAL W ELD SEAM FROM VI EN W H ERE PRAGTI GAL. 5. AN GH OR RODS 5H ALL CON FORM TO ASTM F 1554, GRADE 55, UNLE55 OTHERWISE NOTED. NUTS FOR ANCHOR ROO5 SHALL CONFORM TO A5TM A 563, GRADE A HEX (HEAVY HEX INHERE ANCHOR ROD DIAMETER 15 GREATER THAN 1 1 /2"). 6. EXTERIOR STRU GTU RAL STEEL PERMANENTLY EXPOSED TO THE WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH A5TM A 125, 660U.O.N. GALVANIZED 5U RFAGE5 DAMAGED BY 5U B5EQU ENT WELDING AND OTHER WORK SHALL BE REPAIRED IN ACCORDANCE WITH A5TM A 180. STRUCTURAL NOTES (CONT.) J. REINFORCED CONCRETE - GENERAL: 1. CONCRETE CONSTRUCTION SHALL CONFORM W ITH CHAPTER 1 g OF THE BU ILDING CODE AND TO THE PROVISIONS OF AGI 318. 2. SPECIAL INSPECTION AND TESTING I5 REQU IRED IN ACCORDANCE W ITH 5EGTION5 1104 AND 1105 OF THE BU ILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOGU MENT5. 3. WATER MAY BE ADDED TO CONCRETE ON-51TE TO OBTAIN 5PEGI FI ED 5LU MP5 PROVIDEDTHAT IT 15 ADDED WITH IN ONE HOUR OF BATGHIN6 AND 51TE-ADDED WATER 15 SPECIFIED ON THE BATCH REPORT. 51TE-ADDED WATER SHALL NOT COMPROMISE THE 5TREN6TH OR SLUMP OF THE CONCRETE. 4. CONCRETE SHALL NOT BE PLACED BEYOND 1-1 /2 HOU RS FOLLOW I N G BATCH I N 6. 5. PROJECTING CORNERS OF SLABS, BEAMS, WALL5, COLUMNS, ETC., SHALL BE FORMED W ITH A 3/4' GHAMFER U.O.N. 6. GON5TRU GTION OR CONTROL JOINTS IN SLABS -ON -GRADE SHALL BE PROVIDED AS INDICATED. THE LOCATIONS OF JOINTS NOT SPECIFICALLY INDICATED SHALL BE REVIEWED BY THE ENGINEER AND APPROVED BY THE ARCHITECT. JOI NT5 SHALL ALIGN W 1 TH RE- ENTRANT CORNERS OF THE SLAB. 1. WHERE GONGRETE 15 PLACED AGAINST EXISTING CONCRETE SURFACES, THE EXISTING CONCRETE 5URFAGE5 SHALL BE THOROU GHLY GLEANED AND ROU GHENED TO A MINIMUM AMPLITU DE OF Ya-INCH. A CONCRETE BONDING AGENT 5H ALL BE APPLIED TO THE EXISTING CONCRETE SURFACE. 8. GONOU IT, PIPE5 OR OU GT5 5H ALL NOT BE PLACED IN CONCRETE 5LAB5 UNLESS SPECIFICALLY INDICATEDON THE STRUCTURAL DRAWINC75 OR APPROVED IN WRITING BY THE ENGINEER. 5LEEVE5 FOR OPENINGS IN CONCRETE SHALL BE INSTALLED BEFORE PLACING. REINFORCING WHIGH MAY CONFLICT SHALL NOT BE GUT U NLE55 APPROVED IN WRITING BY THE ENGINEER. g. WHERE PERMITTED, GONOU ITS AND SLEEVES WITHIN SLABS SHALL BE PLACED WITHIN THE MIDDLE THIRD OF THE THICKNESS OF THE SLAB OR WALL. THE MAXIMUM 51ZE OF A GONOU IT 15 1 /4 OF THE SLAB OR WALL THICKNESS. GONOU 1T5 OR 5LEEVE5 SHALL BE SPACED AT LEAST 3 TIMES THEIR DIAMETER CLEAR BETWEEN. 10. SURFACE PROFILE TOLERANCES OF FLOORS SHALL BE MEASURED, PRIOR TO APPLICATION OF POST-TEN51ONING LOADS (IF APPLIGABLE), IN ACCORDANCE W ITH A5TM E 1155. IN NO CASE, SHALL MEA5U REMENT5 OGGU R LATER THAN 12 HOU R5 AFTER CONCRETE FINISHING. FLOORS SHALL CONFORM TO THE TOLERANCES SPECIFIED BY THE ARCHITECT. 11. CONCRETE SHALL BE MAINTAINED IN A M015T CONDITION FOR A MINIMUM OF 1 DAYS AFTER ITS PLACEMENT. APPROVED GU RING COMPOUNDS MAY BE USED IN LIEU OF M015T CURING. K. CONCRETE MIX REQUIREMENTS: 1. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH A5TM G 014. 2. GEM ENT 5H ALL CONFORM TO ASTM G 150TYPE 11. 3. FLYA5H SHALL CONFORM TO A5TM G 615, CLA55 F. FLYA5H SHALL BE LIMITED TO NO MORE THAN 20PERCENT OF THE TOTAL WEIGHT OF CEMENTITIOU5 MATERIALS IN THE CONCRETE, U.O.N. 4. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM G 33. NORMAL WEIGHT CONCRETE SHALL HAVE A MAXIMUM DRY DENSITY OF 150pcf. 5. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED BY THE ENGINEER. MIX DESIGN IN AGGORDANGE W ITH AGI 301, ARTICLE 4.2.3 SHALL BE U 5ED TO PROPORTION CONCRETE. 6. MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28DAY5, MAXIMUM SLUMPS, AND MAXIMUM WATER/CEMENT RATIOS SHALL BE A5 FOLLOW 5: MIN 26 MAX.W/G DESCRIPTION DAY f'c 5LU MP RATIO FOU NVAT ION 5 4.5 K51 4" +/- 1 " 0.50 SLAB ON GRADE 4.5 K51 4" +/- 1 " 0.45 OTHER CONCRETE 3.5 K51 4" +/- 1" 0.50 7. ADMIXTURES 5HALL BE APPROVED IN ADVANCE. ADMIXTURES CONTAINING GHLORIDE OR GHLORIDE 5ALT5 5HALL NOT BE U5ED EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER. 8. 5LU MPS INDICATED ARE PRIOR TO PLASTICIZER ADDITIVES. SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal 1 Signature Q�OFESS/pyq� No.33 2 Exp. 12-31-23 JJ9lsTRUCT \0 F OF CN0� SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description STRUCTURAL NOTES Scale 1 If = 1'-011 O GR S00n102 © 2015 Gensler FRAMING LEGEND: 1 BEAM GONTINUOU5 OVER COLUMN OR P05T PErh 1 BEAM 5PLIGE OVER COLUMN OR P05T PER � 8.2 BEAM END OVER COLUMN OR P05T PER 2 BEAM TO CONTINUOUS RECTANGULAR COLUMN OR P05T ®� PER 3 8.2 -- O 4 BEAM TO CONTINUOUS ROUND COLUMN PE 8.2 0 5TEEL BEAM TO GONTINUOU5 RECTANGULAR COLUMN (FLANOE5 WELDED) PER 19 8.2 16 5TEEL 5GREEN P05T ON 5TEEL BEAM PER 8.2 BEAM OVER 5TRUGTURAL WALL PER 3 8.2 15 BEAM OVER GLAZING 5Y5TEM PER 8.2 II if II J015T5 GONTINUOU5 OVER 5TRUGTURAL WALL PE 2 8.2 II II II 6 -7I I / J015T5 END BEARING OVER 5TRUGTURAL WALL PER 8.2 II II �� 10 J015T5 PARALLEL WITH 5TRUGTURAL WALL PER 8.2 II i i � 13 i J015T5 PARALLEL OVER GLAZING 5Y5TEM PER i 8.2 i i J015T5 PERPENDICULAR OVER GLAZING 5Y5TEM PER 13 8.2 BEAM HINGE PER 14 8.2 BEAM TO BEAM PER 2 8.2 - 5TEEL BEAM TO 5TEEL BEAM (FLAN6E5 WELDED) PER 3 8.2 5TEEL BEAM TO 5TEEL BEAM (FULL HT CONN. PLATE) PER 7 8.2 11 EDGE BEAM CONTINUOUS AT OUTRIGGER BEAM PER 8.2 EDGE BEAM GONTINUOU5 AT OUTRIGGER BEAM (CONNECTOR INVERTED) PER 19 5.2 1 1 1 EDGE BEAM 5UPPORTED AT END OF OUTRIGGER BEAM I PER 4 8.2 1 1 11 EDGE BEAM 5UPPORTED AT END OF OUTRIGGER BEAM I(CONNECTOR INVERTED) PER 16 8.2 --- �� J015T5 TO BEAM PER 1 8.2 J015T5 AT PARALLEL BEAM PER I 8.2 I 5TRUGTURAL EDGE BEAM AT PARALLEL JO15T5 PER 1 8.2 5TRUGTURAL EDGE BEAM AT PERPENDICULAR J015T5 PER 2 8.2 5TRUGTURAL EDGE BEAM AT PERPENDICULAR J015T5 (GONNEGTOR5 INVERTED) PER 3 8.2 EDGE GL05URE AT PARALLEL JO15T5 PER 9 8.2 EDGE GL05URE AT OUTRIGGER J015T5 PER 10 8.2 EDGE CL05URE AT OUTRIGGER J015T5 U❑ (GONNEGTOR5 INVERTED) PER 11 8.2 EDGE CL05URE CONTINUOUS AT OUTRIGGER BEAM PER 13 5.2 EDGE GL05URE 5UPPORTED AT END OF OUTRIGGER BEAM PER 14 8.2 BALLOON WALL PER 1 I 8.2 WALL PERPENDICULAR TO J015T5 PER 2A 5.2 WALL PARALLEL TO J015T5 PER 2B 8.2 14 WALL OVER BEAM PER 8.2 ROOF 5GREEN BRACE PER 4 8.2 BOF (+) X'-XX" BOTTOM OF FRAMING ELEVATION (ELEVATION GIVEN 15 RELATIVE TO DATUM) T.0.5. TOP OF 5HEATHING ELEVATION (ELEVATION GIVEN 15 RELATIVE TO DATUM) T.O.W. TOP OF WALL ELEVATION (ELEVATION GIVEN 15 RELATIVE TO DATUM) (C=1'9 UPWARD CAMBER AT MID5PAN HDR HEADER PER 5GHEDULE 2 FOR HEADERS NOT MARKED 0.2 J 1 (5) WEB 5TIFFENER5 REQ'D AT 5UPPORT5 J015T 5PAN PER 5GHED 3A O DIAPHRAGM NAILING OTHER 3B THAN TYPICAL 5EE 5GHEDULE 5T-1 DIAPHRAGM 5TRAP PER 5HT 508.206 C5T-1 5EE 5CHEDULE5 3G 3D Y EQUIPMENT LOCATION (VERIFY WITH EQUIP. DW65.) PERO ORT FRAMING AND ANCHORAGE 50LAR ZONE 4X6_.,-- KING P05T HDU2 "� HOLDOWN (A5 OGGUR5) 5EE 0.5 2 SHEAR WALL TYPE PER 2 0.2 SW t L=X-XX"-w-- MINIMUM LENGTH OF SHEAR WALL 2X� 5TUD 51ZE OR 5PAGIN6 OTHER THAN TYPICAL FOUNDATION LEGEND: FRAMING NOTES: I 1. VERIFY DIMEN51ON5 WITH ARGH'L DRAWIN65. 5EE ARCH'L DRAWIN65 1 FOR DIMEN51ON5 NOT 5HOWN. PARIMETER GONTINUOU5 FOOTING PER 8'1 2. 5TRUGTURAL WALL5 5HALL BE 2X6 @ 16" O.G., U.O.N. 2 2 3. FOR TYPICAL WALL FRAMING 5EE INTERIOR GONTINUOU5 FOOTING PER I I I I EXTERIOR CONTINUOUS FOOTING PER 8 1 I � I I I 3 11 GRADE BEAM PER I 8.1 8.1 I I I I L__I I I q EXTERIOR GONTINUOU5 FOOTING PER I I 8.1 5" PIPE 5TD F4.0 I I 1 a i 5TEEL COLUMN ON PAD FOOTING PER 8.10 I I 6x6 F4.0 I I ® i WOOD P05T ON PAD FOOTING PER 8 10 I I I I 1 FENCE WALL AND FOOTING PER I I 8.10 FOOTING 5TEP PER 13 0.2 1 TOP OF FOUNDATION ELEVATION OTHER THAN TYPICAL (ELEVATION GIVEN 15 RELATIVE TO DATUM) TOP OF SLAB ELEVATION OTHER THAN TYPICAL (ELEVATION GIVEN 15 RELATIVE TO DATUM) SLAB DEPRE5510N PER 5 (VERIFY WITH ARCH DWG5.) 10 RA15ED GONG. PAD PER . (VERIFY WITH ARCH. OR 0.2 1 EQUIP. DRAWIN(55.) 2X� 5TUD 51ZE OR 5PAGING OTHER THAN TYPICAL SWF�� WALL ALL TYPE PER 2 0.2 L=X-XX","- MINIMUM LENGTH OF SHEAR WALL 4X6_,--- KING P05T HDU2HOLDOWN (A5 OCCUR5), 5EE 5 0.2 FOUNDATION NOTES: 1. TOP OF 5LA5-0N-6RADE = DATUM 0'-0", U.O.N. VERIFY M5L ELEVATION WITH CIVIL DW05. 2. TOP OF FOOTING5 5HALL BE (-) 0'-9" BELOW DATUM, TYP. U.O.N. 3. VERIFY DIMEN51ON5 WITH ARCH'L DRAWIN05. 5EE ARCH'L DRAWIN05 FOR DIMEN51ON5 NOT 5HOWN. 4. PRIOR TO THE CONTRACTOR REQUE5TING BUILDING DEPARTMENT FOUNDATION INSPECTION, THE 501L5 ENGINEER 5HALL ADV15E THE BUILDING OFFICIAL IN WRITING THAT: A. THE BUILDING PAD WA5 PREPARED IN ACCORDANCE WITH THE 501L5 REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE 501L5 REPORT. 5. 5TRUGTURAL WALL5 5HALL BE 2X6 @ 16" O.G., U.O.N. 6. FOR TYPICAL WALL FRAMING 5EE 2 0.2 JOIST SCHEDULE MARK PRODUCT JO TJI 110 J1 TJI 210 J2 TJI 230 J3 TJI 360 J4 TJI 560 16" DEEP J015T @ 24" O.G. TYP. U.O.N. DIAPHRAGM NAILING SCHEDULE MARK BLOCKED PANEL EDGES BNDRY NAILS (BN) EDGE NAILS (EN) FIELD NAILS (FN) MIN FRAMING AT BN MIN FRAMING AT EN ASD SEISMIC CAPACITY (plf) ASD WIND CAPACITY (plf) (NONE) NO 6'' O.G. 6'' O.G. 12" O.G. 2x 2x 150 250 A YE5 6" O.G. 6" O.G. 121, O.G. 2x 2x 270 575 B YE5 4'' O.G. 6'' O.G. 12" O.G. 2x 2x 360 505 G YE5 2 1/2" O.G. 4'' O.G. 12" O.G. 3x 2x 550 740 D YE5 2'' O.G. 3" O.G. 12" O.G. 3x 3x 675 945 HORIZONTAL STRAP SCHEDULE MARK STRAP FASTENERS MIN. MEMBER THICKNESS CAPACITY 5T-1 M5TA24 (15) 10d x 2 1/2'' 1 1/21, 1640# 5T-2 M5TA36 (26) 10d x 2 1/2'' 1 1/2" 2050# 5T-3 M5TC28 (36) 10d x 3 1/4'' 3" 3460# 5T-4 M5TG40 (52) 10d x 3 1/4'' 3" 4735# 5T-5 M5TC66 (76) 10d x 3 1/4'' 3'' 5850# COILED STRAP SCHEDULE MARK STRAP MIN. END LENGTH FASTENERS TO FRAMING OR BLOCKING EA END BETWEEN MIN. BLK'G CAPACITY G5T-1 G516 13" (10) 10dx2 1/2'' 10dx2 1/2"@ 6" O.G. 2x 1705# C5T-2 C514 161, (15) 10dx2 1/2" 10dx2 1/2"@ 6" O.G. 2x 2490# G5T-3 GM5TG16 20'' (25) 16d 51NKER5 16d 51NKER5@6" O.G 4x 4690# C5T-4 CM5T14 50" (28) 16dx2 1/2'' 10dx2 1/2"@ 6" O.G. 4x 6475# G5T-5 GM5T12 39" (37) 16dx2 1/2" 10dx2 1/2"@ 6" O.G. 4x 9215# WOOD FRAMING SCHEDULES 3O STEEL BEAM CONN. SCHED. BEAM SIZE SHEAR PLATE # OF 3/4" DIA A307 BOLTS THICK WELD T' W10 1/4 3/16 2 W14 1/4 5/16 3 STEEL COLUMN SCHEDULE SIZE. BASE PLATE DETAIL H55 3 1/2x3 1/2x3/8 PL. 5/5 x 9" 5Q. 25/500.201 H55 4x4x3/8 PL. 5/5 x 9" 5Q. 23/500.201 H55 5x5x1/4 PL. 5/5 x 10" 5a. 25/500.201 H55 5x5x3/8 PL. 5/5 x 10" 5Q. 23/500.201 H55 6x&x1/4 PL. 5/8 x 11" 5a. 25/500.201 H55 Sx4x1/4 PL. 5/4 x 15" 5Q. 23/500.201 H55 Sx8x1/4 PL. 3/4 x 15" 5a. 25/500.201 3" PIPE 5TD PL. 5/5 x 8" 5Q. 23/500.201 3 1/21, PIPE 5TD PL. 5/5 x 8'' 5a. 25/500.201 5'' PIPE 5TD PL. 5/5 x 10'' 5Q. 23/500.201 8" PIPE 5TD PL. 5/8 x 12" 5a. 25/500.201 10'' PIPE XX 5TG PL. 1 x 15'' 5Q. 23/500.201 01 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal 1 Signature Q(DFESS/pNq� �� J F . AMU F�G� ' No.33 2 Exp.12-31-23 JJ9lsTRUCT \3 F �F C N0 SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description STRUCTURAL PLAN NOTES, LEGENDS & SCHEDULE Scale 1 If = 1'-011 a Q0 00 N N O N 00 5 aG GR S00n103 © 2015 Gensler m ANCHOF, REBAR EMBED MINIMUM MINIMUM MINIMUM SIZE SIZE DEPTH CONC THICK, EDGE DIST, SPACING, r t2. CONC. fc=3000 PSI CONC. fc=4000 PSI ~ (UON) 'T' (UON) IF (UON) ISM (UON) LuBAR SPLICE DEVELOPMENT BAR SPLICE DEVELOPMENT (V p p CLOSEST SIZE TOP OTHER TOP OTHER HOOKED SIZE TOP OTHER TOP OTHER HOOKED = 0.145 IN DIA SDS 1/4X3 1/2 @ 16' 3/8" DIA. #5 3" 4 1/4" 2 1/4'' 4 1/2" 0 0 0 0 GONG. SILVERROCK N � 3 2g 22 22 17 8 3 25 20 1g 15 � SHOT PIN @ 24'' T 4 B, EA SIDE in _ - _ EDGE T 4 B EA SIDE (MIN) z z 4 58 2g 2g 22 11 4 55 25 25 1g g 1/2" DIA. #4 4" 5 1/4" 3" 6" 0 0 0 o 5 47 LODGING,LLC (MIN) 56 56 28 14 5 40 51 51 24 12 Z LOAD N Z LOAD 6 56 43 43 33 1 16 6 48 58 57 2g 14 5/8" DIA. #5 5" 6 1/4" 3 3/4" 7 1/2" 0 0 0 0 7 82 62 63 48 1g 7 70 55 54 42 17 52-000 SILVERROCK WAY, w 8 g4 72 72 55 22 8 81 62 62 48 1 g 3/4" DIA. #6 6" 7 1/2" 4 1/2" g" Lu Cl 105 81 81 62 25 g g1 70 70 54 21 LA QUINTA, CA 92253 5/8" DIA. THRD NOTE 7 'S' NOTE 7 10 115 g1 g1 70 28 10 103 7g 7g 61 24 7/8" DIA. #� �" 8 3/4" 5 1/4" 10 1/2" MIN 11 151 101 101 78 51 11 115 5-75-767 27 G.L. STEEL G.L. STEEL STUD EA. SIDE 4 JOISTS 4 JOISTS 6" FROM END 1" DIA. #8 8" 10" 6" 121, LGLOSEST NOTE 7 S' E' MIN. MIN. NOTES: 24" O.G. - SEE 17 GONG. EDGE 1. 5GHEDULE VALUES FOR DEVELOPMENT ARE BASED ON AGI 515, 6. TOP BARS ARE STRAIGHT HORIZONTAL BARS LOGATED _ N/A #q q" 11 1/4'' 6 5/4'' 13 1/2" SECTION 25.4.2 AND 25.4.3 FOR GRADE 60 BARS. 5UGH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CONCRETE EDGE PERPENDICULAR CONCRETE EDGE PARALLEL TO 2. 5GHEDULE VALUES FOR 5PLIGE5 ARE BASED ON AGI 515, PLACED BELOW. CONT. 1 5/4'' LSL RIM SINGLE PIECE GONT. 1 5/4" LSL RIM 1 1/4'' DIA. #10 10" 12 1/2" 7 1/2" 151, TO DIRECTION OF LOAD DIRECTION OF LOAD SECTION 25.5.2 FOR CLASS B 5PLIGE5 7. OTHER BARS ARE STRAIGHT HORIZONTAL BARS LOGATED 5UGH EA. SIDE SOLID WOOD EA, SIDE 5. CLEAR 5PAGIN6 BETWEEN BARS BEING SPLICED OR THAT 12 INCHES OR LESS OF FRESH CONCRETE IS PLACED MATCH JOIST DEPTH FILL EA. SIDE MATCH JOIST DNOTES: EPTH DEVELOPED SHALL BE 2 BAR DIAMETERS (MIN.) BELOW OR STRAIGHT VERTICAL BARS. 1. SPECIAL INSPECTION IS REQ'D FOR INSTALLATION OF ANCHORS, U.O.N. 7. UNLESS OTHERWISE NOTED, THE ANCHOR (OR ANCHOR GROUP) SHALL BE 4. CONCRETE CLEAR GOVER OVER BARS BEING DEVELOPED 5. HOOKED BARS ARE VERTICAL OR HORIZONTAL BARS Gensler 2. ADHESIVE SHALL BE HILTI HIT-RE-500-SD (IGG #ESR-2322) NO CLOSER TO THE CONCRETE EDGE ON THREE SIDES THAN THE LARGER SHALL BE 1 BAR DIAMETER (MIN.) TERMINATING WITH STANDARD HOOKS THAT COMPLY WITH 3. THREADED ROD ANCHORS SHALL BE 150 8g8-1 CLASS 5.5, OF: 5. DEVELOPMENT AND SPLICE LENGTHS ARE GIVEN IN INCHES. DETAIL 8 225 Broadway Tel 619.557.2500 ASTM A1g3 B7 OR ASTM F5cO, GW STAINLESS A) 12 ANCHOR DIAMETERS, OR Suite 1600 Fax 619.557.2520 4. REINF. STEEL ANCHORS SHALL BE ASTM A615 OR ASTM A706 B) 1.5 TIMES THE ACTUAL DISTANCE TO THE CLOSEST EDGE - San Diego, CA 92101 GRADE 60 8. ANCHORS SHALL BE INSTALLED IN TEMPERATURE RANGE 'A', AS DEFINED 5. HOLES SHALL BE DRILLED INTO DRY CONCRETE WITH A HAMMER DRILL BY THE IGG APPROVAL: United States AND GARBIDE BIT MAX. SHORT-TERM TEMP = 110°F; TYP. HORIZ HSS ASSEMBLY 26 TYP. STEEL BEAM ASSEMBLY 21 6. GADHESIVE ANCHORHSCHEDULE O PSI, MIN. MAX LONG TERM TEMP = 80°F 11 REBAR SPLICE AND DEVELOPMENT IN NORMAL WEIGHT CONCRETE, U.O.N. 1 1200-02 1200-01 COFFMAN ENGINEERS ° 1455 Frazee Road, Suite 600 San Diego, CA 92108 FIRST POUR SECOND POUR ph 619.232.4673 (OPT) www.coffman.com T 4 B NO PIPE THRU FTC. - ° � ° a 1'-6" MIN. SHEAR KEY 3/16 1 1/2" x 5 1/2" a ° - --- - FDN. WALL GOMPAGTED TRENCH -------------- STIFF. PL. 3/8" a a -_-- a 4FT6. BACK FILL SOLID WOOD FILL ° ° ° - STEEL BEAM ° < ° WEB °ILIII-III III = _ = END OF BOLT z a Q° ° a a ° a ° III T 4 B -- - IL ° a ° 1/4 - - FLUSH W/ NAILER � ° I a - 17 LL---------- Q N ° a ° III ° 5/8" THREADED a ------ - .2 a a @ WEB STUD (OPT) 1 /4 2-6 a 1 III Uj m z III III- PIPE EA SIDE 0 1/4 r 1" MAXIMUM SLEEVE W/ I.D. g, O LAP SPLICE 1" GREATER THAN or C7 COUNTERSINK THE O.D. OF PIPE MIN. 1L > LENGTH PER 1 (TYP.) 1 GONG. FILL (SAME WIDTH AS b` NOTE: FOOTING) NO EXCAVATION BELOW 1. CONTRACTORS OPTION TO USE MECHANICAL BAR THIS LINE. STEP FOOTING SPLIGER IN LIEU OF LAP SPLICE. MECHANICAL DOWN IF RE0'D. SPLIGE SHALL DEVELOP 125% OF THE SPECIFIED PIPE PERPENDICULAR PIPE PARALLEL REBAR YIELD STRENGTH. TYP. HORIZ HSS TO HORIZ HSS 27 TYP. FULL HEIGHT STIFFENER PLATE 22 TYP. THREADED STUD AT BEAM WEB 17 TYP. FOOTING CONSTRUCTION JOINT 12 TYP. PIPE ADJACENT TO FOOTING 2 5000-01 2200-04 2200-02UC 1 1/2 USE 4x MIN AT END OR CORNER �q 7- Q 6 /q CONDITION MATCH ( 1 1 NK. COL. PER PLAN STUD WIDTH _ #4 @ 16" EA. WAY (T) REINF OPTIONAL G.J. N Z �q cV (LAP = 1'-6") HSS COL. J TYP T.O. 4db ( v BASE PL. W/ 3/16 BOLT DIA. � ° (2 1/2" MIN.) (4)-3/4" DIA. A.B.'S +1/16" a ° Ul 5/16 PLAN PER 5 a ° T.O.F. _ ° 180' HOOK 90' HOOK OFFSET a ° ° a a ° Q 0 Date Description ° ° � ° a a ER PLAN 0.10 ° ° 1.NOTES:OR #8 4 SMALLER STD. HOOK, 'D' SHALL BE 6 X db 2019.05.03 100% DESIGN DEVELOPMENT v� MATCH CB) °a � � � � �� _ ° ------------------------- 2019.08.30 50 /° CONSTRUCTION DOCUMENTS T.O. SLAB Q OPTIONAL G.J. REINF a a ° (B) REINF 2. FOR #g, #10 4 #11: STD. HOOK, 'D' SHALL BE 8 x db a III III III III III II III III i - - - - - - - - END OF BOLT X ° a ° 3. FOR #14 4 #15: STD. HOOK, 'D' SHALL BE 10 X db 2019.09.23 PERMIT SET _1 = Q FLUSH W/ NAILER ° �, a MOISTURE BARRIER 2019.11.01 GMP SET 1 1/2'' GROUT v � a STANDARD HOOKS AND BENDS PER ARCH. (OPT) ; (OPT) T.O.F. ° ° a ° �° A 2019.11.01 CYCLE 1 REVISIONS N5 4 F5 EA SIDE T.O. FT6. PER P N ° (WHERE OCCURS) B 2020.02.14 CD -PERMIT 3RD CYCLE/GMP 1/4 ° °° , PREPARED SUB6RADE 1 2020.09.08 ISSUE FOR CONSTRUCTION 73 73 PER 6EOTECHNICAL 2 2021.08.27 BULLETIN #1 ° a a Q ° LEVELING NUTS 5/8'' DIA. THREADED ° ° ° \ �A� J Z �� REPORT Z OR SHIM 5TU BO T5 @ 24' MAX. rr � � 3 2022.04.29 BULLETIN #2 ii a D L 1" MAXIMUM ° q ®� `} ° BLOCKS ° ° 6 _ a - � (MATCH AB 5PAGIN6 COUNTERSINK m SLAB SECTION 3. 2022.08.19 BULLETIN #2 ANCHOR a w� AS REQ'D. AT SHEAR WALLS) 6db �� A RODS PER INTERIOR CONDITION CORNER OR END CONDITION (B) REINF 2x RISE 3° MIN. SGHED. ° a ° a a 180' HOOK 90' HOOK 135' HOOK ALT: THREADED ROD W/ z w PLAN O SAWGUT JOINT 3/16"+ ELEVATION SEISMIC HOOKS NUT TACK WELDED IN PLACE J } NOTE: 6" (MIN) TO 12" (MAX) FROM END OF WOOD NAILER IN LIEU OF ANCHOR ROD m 013 TO GTR. LN. OF BOLT OR STUD, TYPICAL (#5 AND SMALLER) �m TYP. HORIZ HSS OVER VERT HSS 28 BEN TYP. HSS COL. BASE PLATE 23 TYPICAL NAILER ON COLUMN 18 TYP. STEPPED FOOTING 13 TYPICAL REINF. BAR BENDS AND HOOKS 8 s n • 5000-03 2200-07UC 1200-08 lu 40d 3x GONT. NAILER m z Z ALTERNATE (3)-#5 (2)-#5 (MATCH THICKNESS u- MIN. B z7 7-P /17 - 0 2'-0" BENDS z-o° aL�� CONTRACTION JOINT OF WALL PANEL) Q TYP. TYP.#5 (V) (OPT) w � a ° z a T 4 B �v X 1/4 O O ° i N 5/5" DIA. x1'-4" SMOOTH FORM OR SAWGUT SIMILAR _ #5 (V) _ #5 (V) EXTEND HOOK DOWEL @ 18'' O.G., TO CONTRACTION JOINT TO BACK FACE WRAP OR GREASE ONE OR WALL, TYP. END TO BREAK BOND (H) REINF. ON 3/4" DIA. A.B. -------- EA. SIDE OF A.B. @ 52" O.G. ° ° ° ° a a a° - - - REINF. PER (OPT) PLAN (TYP.) EA SIDE CONCRETE BLOCK AT CORNER AT INTERSECTION #3 EA. SIDE _L / Ei � NOTE: I Seal 1 Signature g AT CORNER AT INTERSECTION AT END 1. WHERE SINGLE LAYER OF REINF. OCCURS, CONSTRUCTION JOINT 2. DETAILCD RAPPLIES TO FOOTING , BEAMSBARS. Q(�OF ESS /ONq AND CONCRETE WALLS w� NOTE: 6" (MIN) TO 12" (MAX) FROM END OF WOOD NAILER NOTE: ��' 0-1 TO GTR. LN. OF BOLT OR STUD, TYPICAL 3. d =BAR DIAMETER LOCATE JOINTS TO FORM 12' X 12' MAX. PANELS TYP. HORIZ HSS TO VERT HSS 29 TYP. NAILER ON CONIC. BLOCK 24 TYP. REINFORCEMENT AT CMU WALL INTERSECTIONS 14 TYP. REINF. AT CONIC. INTERSECTION 9 TYPICAL SLAB ON GRADEof 4 Exp. o23123 2200-01 UC Ni LP sTRUCT\3 Q C), �ylF OF CAL\F��\ FOR LOCATION 4 SIZE OF 02-14-20 o MECHANICAL UNIT ANCHOR SEE APPROVED U SIGNED: FUTURE EMERGENCY FOR LOCATION 4 SIZE OF AND FRAME SHOP DRAWINGS. PROVIDE I Project Name NO: 177059 0 ADHESIVE ANCHORS AS MONTAGE GUESTROOMS o GENERATOR ANCHOR SEE APPROVED #4 @ 12'' E.W. SGHEDULED AT 48'' O.G. AND # co 3 @ 18" O.G. @ �,� SHOP DRAWINGS. PROVIDE � (NOT IN PERMIT) AT EA. CORNER. SEE o ADHESIVE ANCHORS AS 11 0 #5 @ 12 EA. WAY T4B SCHEDULED AT 48" O.G. AND (2)-#5 TYP. RAISED GONG. Q X 5 AT EA. CORNER. SEE PAD Q EDGE DISTANCE -#3 GONT @ BR 0 m v = PER ANCHOR SGHED. _ _ I Project Number RAISED CONCRETE 11 (LAP=1'-6") (GOORDINATE Lq L CL N 4 6" (MAX) Y PAD (COORDINATE Q U1 EDGE DISTANCE - - � m LOCATION W/ o LOCATION W M v = PER ANCHOR SGHED. REINF PER `� M/E/P DRWGS.) m 0 _ _ 55.75 /M/E/P DRWGS.) 98.221 Lq L L N ° ° n CURB @ �� v 4'' O I Description �t z HERE GLEAN GONG. ° TENSION 5 VERT. BARS SURFACE (ROUGHEN) a a 2" GLR w QU TYPICAL DETAILS a N T P05 IBLE FULL HT. lL o a o EX NDlx� ARS1 1 ° A5 F AS ANCHOR SIZE PO55I LE AND # - ° - • �, HOO (2)- 5 TYP. SLAB PER PLAN LO // #5 TYP. N EQUIP. WT. ANCHOR SIZE CD m �� /�/w 1'-O" = =III- 1 - - Scale v «+ IL SLAB 1000# OR LESS 1/2" DIA. _ ,-O„ m � #4 @ 12'' x 6 8 ; - AROUND PERIMETER FLOOR LINE 1001# TO 4000# 5/8" DIA. OF EQUIP. PAD, WITH SLAB, BASE 4 4 SIMPSON SET ADHESIVE SUB GRADE PER N 4000# OR MORE 3/4 DIA. ANCHOR, IGG ESR-1772 - N ELEVATION TYP. RAISED TYPICAL GR S00101 0 N EMERGENCY GENERATOR PAD 25 TYP. REINFORCEMENT AT CMU 15 EQUIPMENT PAD AND ANCHORAGE (D10 SLAB ON GRADE DEPRESSION 5A 5 r, 22 - 1 UIC 2100-07 © 2015 Gensler TOP PLATE SPLICE STUDS @ 16'' C SIMPSON 'STG' CLIP @ EA. BLKG. JOIST OR TRU55 PER PLAN .KG. @ 45" O.G. )- 16d EA. END TOP PL. ELEVATION JOIST OR 71;ZU55 = 51MP5ON '5TG' GLIP PER PLAN w @ ALTERNATE J5T5. Z FU 0 DBL. TOP PL. STUDS @ 16" O.G. 2x BLKG. EVERY OTHER BAY W/ NAILING TO LEDGER PER 5GHED. 2x JST. @ 16'' - W/ NAILING TO BLKG. EA. END PER 5GHED. 2x LEDGER W/ (2)-NAILING PER 5GHED. TYP. WALL FRAMING CEILING FRAMING SCHEDULE MAX. SPAN REQ'D. MEMBER 51ZE CONNECTION LEDGER TO STUD BLOCK TO LEDGER J015T TO LEDGER 12'-0'' 2x4 (2)-16d (3)-1661 (2)-1661 17'-0" 2x6 (3)-16d (4)-16d (3)-16d 22'-O" 2x8 (4)-16d (5)-16d (4)-16d NON LOAD BEARING WALL TOP CONN. 27 TYP. CEILING JOIST DETAIL 2x STUDS @ 16" O.G. 2x PTDF PL 1/2" DIA. x1'-o M.B. @ 4'-0" O.G. 0.145 IN DIA SHOT PIN \ W/ MIN 7/52" DIA x 1/16'' THK WA5HER @ 32" MAX O.G. 4'' MAX FROM END5 DEPRE55 SLAB AS REQ'D. a d 2x4 NOTE: NOTCHES SHALL NOT BE ALLOWED IN MORE THAN (2) CONSECUTIVE STUDS. NOTCHES ALLOWED IN STUDS 0 3/4'' MIN. GLR. EA. SIDE 1 1/2'' DIA. MAX. 1 1/2 " MIN GLR. EA SIDE 2x6 2x4 2x6 SINGLE STUD (NO REINF READ) 2 1/5" DIA. MAX. 5/5" MIN. GLR. J� I 1" MIN. GLR. EA. 51DE or EA. SIDE 2x4 2x6 DOUBLE STUD NOTE: NO MORE THAN (2) CONSECUTIVE STUDS MAY BE BORED. 22 HOLES ALLOWED THRU STUDS ll as a aQ a Q a a 1-#4 GONT. m CURB BAR TYPICAL B AT CURB B TYP. NON-STRUCT PARTITIONS 23 HOLES THRU SOLID WOOD MEMBERS NOTCHES - MIN. 6'' O.G. Q N 7AX. Q r BORED HOLE U) � � N r7 dJ 10" MIN. " MIN. 1%2" x166A STRAP W/ 6-16d COMMON NAILS EA. END @ EA. PLATE (STRAP NOT REQUIRED FOR SILL PLATE) 2x4 DBL. TOP PLATE 2x4 OR 3x4 SILL PLATE SIM. MIN. 6" O.G. N U� BORED HOLE 2 = N Q 16 51/2 1'-0" MIN. 1'-0" MIN. � X MAX. U) IN Qj @ 1 1/2"x166A STRAP W/ 6-16d COMMON 2 1/4" DIA. NAILS EA. END @ EA. PLATE MAX. (STRAP NOT REQUIRED FOR SILL PLATE) 2x6 DBL. TOP PLATE 2x6 OR 3x6 SILL PLATE SIM. NOTGHE5 2 3/16" DIA MIN. 6" O.G. MAX. BORED Z HOLE Q � m 3 1/4" PIA. MAX. 51/2 21'-0" MIN. 1'-0" MIN. MAX. �r p 1 1/2"x16GA STRAP W/ 6-16d COMMON NAILS EA. END @ EA. PLATE (STRAP NOT REQUIRED FOR SILL PLATE) 2x8 DBL. TOP PLATE 2x8 OR 3x8 SILL PLATE SIM. 17 TYP. NOTCHING & BORING OF STUD PL 12 CENTER OF BEARING, TYP 'L' NOT USED DO NOT DAMAGE FLANGE5 rZAr� MEN��• • Ion ■ • 6" L1 2 x 01 D1 CLOSELY GROUPED ROUND L2 2 x L2 1:;)2 it It HOLES ARE PERMITTED IF THE MINIMUM GROUP PERIMETER MEETS MINIMUM (APPLIES TO ALL REQUIREMENT5 FOR ROUND HOLES EXCEPT OR 5aUARE HOLES KNOCKOUTS) L MAX PER MFR, TYP NO FIELD GUT HOLES D MAX PER MFR, TYP IN HATGHED ZONES 24 HOLES THRU WOOD I -JOISTS 6" 6" 1 1/2'' HOLE MAY BE GUT ANYWHERE IN WEB OUT5IDE OF HATGHED ZONE NO FIELD GUT HOLES LARGER THAN 1 1/2'' IN CANTILEVER 13 DESCRIPTION OF NUMBER AND TYPE SPACING AND BUILDING ELEMENTS OF FASTENER LOCATION ROOF 1. BLOCKING BETWEEN GEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW. (3)-ad EACH END, TOENAIL BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE (2)-Sd EACH END, TOENAIL (2)-16d END NAIL WALL TOP PLATE, TO RAFTER OR TRUSS. FLAT BLOCKING TO TRUSS AND WEB FILLER. 16d FACE NAIL 2. CEILING JOISTS TO TOP PLATE. (3)-8d EACH JOIST, TOENAIL 3. GEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS (NO THRUST) (SEE SECTION (3)-16d FACE NAIL 2308.7.3.1, TABLE 2308.7.3.1) 4. GEILING JOISTS ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SECTION 2308.7.3.1, TABLE 2308.7.3.1). PER TABLE 2308.7.3.1 FACE NAIL 5. COLLAR TIE TO RAFTER. (3)-10d FACE NAIL 6. RAFTER OR ROOF TRUSS TO TOP PLATE (3)-10d TOENAIL (SEE SECTION 2308.7.5, TABLE 2308.7.5). 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; (2)-16d END NAIL (3)-10d TOENAIL OR ROOF RAFTER TO 2-INGH RIDGE BEAM. 8. STUD TO STUD (NOT AT BRACED WALL PANELS). 16d 24" O.G. FACE NAIL 9. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING 16d 16'' O.G. FACE NAIL WALL CORNERS (AT BRAGED WALL PANELS). 10. BUILT-UP HEADER (2" TO 2'' HEADER). 16d 16" O.G. EACH EDGE, FAGENAIL 11. CONTINUOUS HEADER TO STUD. (4)-5d TOENAIL 12. TOP PLATE TO TOP PLATE. 16d 16'' O.G. FACE NAIL EACH SIDE OF END JOINT, 13. TOP PLATE TO TOP PLATE, AT END JOINTS. (8)-16d FACE NAIL (MINIMUM 24" LAP SPLICE LENGTH EACH SIDE OF END JOINT) 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOGKIN6 (NOT AT BRACED WALL PANELS). 16d 16'' O.G. FACE NAIL 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST (2)-16d 16" O.G. FACE NAIL OR BLOCKING AT BRAGED WALL PANELS. (4)-5d TOENAIL 16. STUD TO TOP OR BOTTOM PLATE. (2)-16d END NAIL 17. TOP OR BOTTOM PLATE TO STUD. (2)-16d END NAIL 18. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS. (2)-16d FACE NAIL WALL 19. 1" BRACE TO EACH STUD AND PLATE. (2)-5d FACE NAIL 20. 1'' x 6'' 5HEATHING TO EACH BEARING. (2)-Sd FACE NAIL 21. 1'' x 8" AND WIDER 5HEATHING TO EACH BEARING. (3)-8d FACE NAIL FLOOR 22. J015T TO SILL, TOP PLATE, OR GIRDER. (3)-ad TOENAIL 23. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW. ad 6" O.G., TOENAIL 24. 1" x 6" 5UBFLOOR OR LE55 TO EACH JOIST. (2)-8d FACE NAIL 25. 2'' 5UBFLOOR TO J015T OR GIRDER. (2)-16d FACE NAIL 26. 2'' PLANKS (PLANK 4 BEAM - FLOOR 4 ROOF). (2)-16d EACH BEARING, FACE NAIL 52" O.G. FACE NAIL AT TOP 20d AND BOTTOM 5TA66ERED ON OPP051TE SIDES. 24" O.G. FACE NAIL AT TOP 27. BUILT-UP GIRDER5 AND BEAMS, 2" LUMBER LAYERS. 10d AND BOTTOM 5TA66ERED ON OPPOSITE SIDES. ENDS AND AT EACH 5PLIGE, (2)-2061 FACE NAIL 28. LEDGER STRIP 5UPPORTING J015T5 OR RAFTERS. (3)-16d EACH J015T OR RAFTER, FACE NAIL 29. JOIST TO BAND JOIST OR RIM JOIST. (3)-16d END NAIL 30. BRIDGING OR BLOCKING TO JOIST, (2)-Sd END NAIL, TOE NAIL RAFTER OR TRUSS. NAILING SCHEDULE 14 NOT USED 9O NOT USED 91 0 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensle 225 Broadway Suite 1600 San Diego, CA 92101 United States r Tel 619.557.2500 Fax 619.557.2520 ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q(DFESS/pNq� Q�g No.33 2 Exp.12-31-23 JJ9lsTRUCT \3 F OF CAL�F� SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description TYPICAL DETAILS Scale 1 If = 1'-011 0 N N O N O NOT USED 25I NOT USED �20>I NOT USED �15>I NOT USED �10>I NOT USED .1J GR S00111 © 2015 Gensler LOAD BEARING HEADER SCHEDULE OPENING WIDTH NOMINAL DEPTH NUMBER OF TRIMMERS 6" WALL 4" WALL 0'-0'' TO 4-0" 6x6 4x5 (2) 4'-1" TO 6-0" 6x8 4x10 (2) 6'4" TO 8'-0" 6x10 4x14 (2) AT 6" WALLS (5) AT 4" WALLS NON -LOAD BEARING HEADER SCHEDULE OPENING WIDTH NOMINAL DEPTH NUMBER OF TRIMMERS 6" WALL 4" WALL 0'-0'' TO 4'-0'' 6x6 4x4 (1) 4'-1" TO 6-0" 6x6 4x6 (1) 6'-1" TO 10'-0" 6x6 4x6 (1) NOTE: 1. AT INTERIOR OPENINGS LESS THAN 6-0" IN WIDTH, A35 CLIPS MAY BE OMITTED TYP. HEADER CONSTRUCTION KING STUD(S) OR POST A35 TOP 4 B07 (EA SIDE OF Of SEE NOTE 1 WASHER SCHEDULE BOLT MALLEABLE IRON WASHER HEAVY PLATE WASHER (MIN.) STANDARD CUT WASHER 5/5" DIA. 2 5/4'' DIA.x 5/16'' 3'' x 3" x 1/4" 1 3/4" DIA. x 1/5" 3/4" DIA. 3" DIA. x 7/16" 3" x 3" x 5/16'' 2" DIA. x 5/52" 7/5" DIA. 3 1/2" DIA.x 7/16" 3'' x 3'' x 5/16'' 2 1/4'' DIA. x 11/64'' 1'' DIA. 4'' DIA. x 1/2" 3 1/2'' x 3 1/2'' x 5/8" 2 1/2'' DIA. x 11/64" NOTES: 1. MIN (2) ANCHOR BOLTS PER SILL PLATE PIECE. 2. USE STANDARD CUT WASHER U.N.O. 3. HEAVY PLATE WASHERS REQUIRED AT SHEAR WALLS (SIMPSON 'BP') 4. HEAVY PLATE WASHERS SHALL BE SIZED TO EXTEND WITHIN 1/2-INCH OF THE SIDE OF THE BOTTOM PLATE WITH STRUCTURAL SHEATHING ATTACHED. TYP. WASHER SCHEDULE NOT USED X�z r, r T7P PLATE ,35 FOR :E NOTE 1 N END AT MIN) SEE )CHEDULE 10C4 Ca 10 AT SILL TRIMMER 2 TrHOT -DIPPED GALVANIZED ANCHOR BOLTS. NUTS AND PLATE WASHER SHALL BE USED WHERE IN CONTACT WITH PRESSURE -TREATED FRAMING MEMBERS 01 �z fy� WHERE PLATE IS DRILLED OR NOTCHED MORE ? THAN 1/3RD WIDTH SILL BOLTS SHALL BE PLACED EACH SIDE OF Qu HOLE OR NOTCH WHERE ANCHOR BOLT IS NOT IN THE CENTER OF PLATE PROVIDE SIMPSON BPS 5/5-3 w/ STD. CUT WASHER UNDER NUT. q'' MAX. q'' MAX. q'' MAX. 6'' MIN. 6" MIN. 6" MIN. TYP. ANCHOR BOLT & WASHER PLACEMENT NOT USED 0 0 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q�OFESS/pNq�F �C3 F AMU �G2 No.33 2 Exp.12-31-23 JJ" RUCTSXU�P F OF C NOS SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description TYPICAL DETAILS Scale 1 If = 1'-011 N N O N co NOT USED 10 NOT USED 61 GR S00112 © 2015 Gensler O WOOD WEB STIFFR EA O SEE 4 4 X BOUNDARY NAILING (B.N.) :I z w �� - _ — _ p — — — AT DIAPHRAGM BOUNDARY cmV FIELD NAILING (F.N.) AT I INTERMEDIATE SUPPORTS .2 1/2 + � MIN 5EE BEAM PER PLAN TIGHT FIT V. O � O 10d NAILS Eft SIDE i i BOUNDARY NAILING (B.N.) .101 MIN D' = 15" OR AT CONTINUOUS PANEL WEB STIFFENER LESS - PLAN VIEW X — — — — — EDGE5 WHERE BLOCKING _ _ _ _ 2 NAILS Eft SIDE F i i OF PANEL ED67E5 15 REQ'D. D' = 20'' TO 24''- NOTES: 3 NAILS Eft SIDE — — � � O D.F. NO. 2 OR BETTER — EDGE NAILING (E.N.) AT 5TA66ERED PANEL EDGE5 2O USE 10d COMMON NAILS z X Q Z JOISTS OR RAFTERS O CLINCH NAILS AT 5X NOMINAL PER PLAN CHORDS OR USE 10d x 2 1/5'' LONG NOTE: O TO PREVENT DAMAGE TO JOISTS, SEE PLAN FOR IN ADDITION TO NAILING DO NOT NAIL AGAINST WEB W/OUT DIAPHRAGM AREAS WITH FLOOR SHEATHING SHALL PROPER BACKING. BLOCKED PANEL ED67E5 BE GLUED TO SUPPORT TYPICAL PLYWOOD BLOCKING PANEL B TYPICAL FLOOR OR FRAMING. NOT USED 21 NOT USED 16 WEB JOIST WEB STIFFENER 11 NOT USED 6 ROOF DIAPHRAGM ASSEMBLY 1 SHT'G JOINT OVER (� FRAMING BELOW 5DW5 ONE JOIST (WHERE ,�2 OCCURS) f' SHTO, 5EE 14 1„+„ EA. SIDE CURB MEMBER _ PERP TO JOISTS EQUIP. G EQUIP 8 FACTORY / STEP 3 BRNG OVER MFR. . PER CURB TIGHT ,� / TOP JOISTS � FIT � � CHORD + + + SLOPED — — STEP 2 NON-STRUGT B 5HT6 SIMPSON EL EL A' WEB + _ _ _ _ _ _ _ SDWS22600DB z "I3x5 Q FLAT @ 6'' O.G. (STAGGER) + 4x5 FLAT ASSEMBLY SEQUENCE STEP 1 - NAIL BLOCKS 'A' TO FACE OF WEB ON I I I , / BOTTOM JOIST 'Y' ONLY. BACK WEB DURING STEP 1 I I / CHORD + NAILING TO PREVENT DAMAGE TO SIMPSON WEB -CHORD CONNECTION. PWJ 'Y' 3-12d COMMON 'B' 'A'. STRUGT SHTG S1:;)WS226001:;)B STEP 2 - NAIL BLOCK TO BLOCK / NAILS CLINCHED IF + @ 6'' O.G. (STAGGER) STEP 3 - NAIL THRU WEB OF JOIST 'Z' TO BLOCKS NECESSARY (ALIGN OVER PWJ'5) 'A' AND 'B'. REPEAT STEPS 1 THRU 5 IF WE NOTE: MORE THAN TWO JOIST5 ARE TO BE STIFFENER 1. WEB STIFFENERS FOR MULTI 4x OR DBL NOTE: PWJ PER 2 11 5DW5 PER IAPMO-UE5 JOINED. SEE NOTE 1 JOIST A55EMBLY SHALL BE PER DETAIL PWJ 'Z' - - #ER-192 11 NOT USED 22 17 EQUIPMENT CURB 12 TYPICAL MULTI -JOIST ASSEMBLY 2 16d @ 16" (5TAOOERE1:;)) TYP PROVIDE DOUBLE 17 12 JOISTS UNDER - NON BEARING WALL5 TYP.- 17 12 JLJ WALL PARALLEL TO JOIST A `� 12 TYP. @ 16" 2x 12 TYP. 1 5/4'' 5AWN - ENG INEERED LUMBER LUMBER FULL HEIGHT BLOCK'G UNDER NON BEARING WALLS I _T I 5TIB_—] FENER WALL PERPENDICULAR TO JOIST 0 EQUIP CURB EQUIP CURB A B NOT USED 23 NOT USED 18 FRAMING AT NON BEARING WALLS 13 LONG DIMENSION LONG DIMENSION PERPENDICULAR TO JOIST PARALLEL TO JOIST DBL. 2x6 BLKO. TYP. TYP. 5T2122 STRAP (OPNO 2'-0" 20 15 8 GREATER) - - --------- --DBL. PWJ — ------ — — — — — — — — TYP.-�� 20 EDGE NAIL 5HT6. 15 3 1/2 x 16 L5L AT � � 1 3/4 x 16 L5L @ 45" - PERIMETER AND s BRIDGING PARALLEL ALL AROUND HUTF HGR. - UNDER EQUIP. BRN65 TO ROOF FRAMING � � / EDGE OF OPNG. 2x6 MIN. W/WEB STIFFENER ( i f 15 p p PER 2 TYP. - FILLER BLOCKS - TYP 1 5/4 x 16 L5L @ 24" _ PERP TO ROOF 5 1/2 x 16 L5L AT PWJ ° PWJ — FRAMING 1 3/4 x 16 L5L @ 24" / / PERIMETER AND 15 UNDER EQUIP. BRNGS TYP. PERP TO ROOF ( ,� � 20 FRAMING I T 5 HGR EA END 45 Mf�J 1 3/4 x 16 L5L @ 45" —. BRIDGING PARALLEL FILLER BLOCKS TO ROOF FRAMING 2x6 MIN. EA. END - — OUTLINE EPER 2 U� T MTYP - I II 15/52'' 5TRUGT 15HTG DBL. PWJ --------------.. ----- W/ 10d ----------------- ------ BN 4 EN = 6'' O.G. EQUIP PLATFORM C FN = 12'' O.G. EQUIP PLATFORM D LONG DIMENSION LONG DIMENSION NOT USED 24 NOT USED 19 TYP. ROOF OPENINGS 14 PERPENDICULAR TO JOIST PARALLEL TO JOIST ROOF EQUIPMENT CURBS AND PLATFORMS 3 DBL PWJ DBL PWJ OR SEE PLAN 3 1/2 x L5L SAME FOR DEPTH DEPTH AS PWJ. ii FRAMING BELOW SEE PLAN FOR i� 5HTG, 5EE EQUIP 4 FACTORY DEPTH 14 iJ1+ CURB MAX. 5 AGING 14 4x4 - EDGE MEMBER 1'-O"- J PERP TO JOISTS EQUIP. CONN. PER MFR. L5L PER DU PER SG ELE BRNG OVER JOISTS i - - 4x4 4x4 4xiolxx SINGLE PJW BC40 (.161X1.5) W.5. i 5LOPED NON-5TRUGT 5HT6 EQUIP. PER 4x4 TYPICAL MECHANICAL ON 'Z' CLIPS (SIMPSON 51:;)10112) __ 5, +' BC BC40 @ 40 M < EQUIP. PER �a Q O.G. MECHANICAL x BC40 PER 25 5E 25 - -GYP. ROOF (5-< - OPENING 5. (4)-#10 x 2 1/2" W.S. (2) A35 EA. END INTO FRAMING BELOW 5TRUGT 5HT6 OF INT. 1 5/4'' MBRS 4x4 TYPICAL ON 'Z' CLIP5 4x OR DBL PWJ PER 5INOLE PWJ 2 11 TYPICAL EQUIP LONG DIMENSION EQUIP LONG DIMENSION - - PERPENDICULAR TO JOISTS A PARALLEL TO JOIST B 25 20 EQUIPMENT PLATFORM LI ROOF EQUIPMENT SUPPORT FRAMING 4 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature (DFESS104q� ��' N. AMU 4G2 No.33 2 Exp.12-31-23 JJglsTRUCT UIP ��Q, F OF ckL\F SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description TYPICAL DETAILS Scale 1 If = 1'-011 GR S00113 © 2015 Gensler SHT6 BOTH SIDES WHERE OGGUR5 EN po� i EN ---- -- -----7 5D5 1/4 W/ 5HT6 PERPENDICULAR 2" MIN PENETRATION WHERE OCCURS (MATCH EN 5PACIN6) 1061 @ 6" PLAN B 30TH SIDES OCCURS 5HT6 PERPENDICULAR WHERE OCCUR5 PLAN A TYPICAL SHEAR WALL'T' INTERSECTIONS 21 4T6 BOTH SIDES -4FPF El El 5HT6 PERPENDICULAR WHERE OCCURS RIM J015T BLK6 OR I E1 HORIZONTAL CONFIGURATION DO NOT INSTALL IN VERTICAL CONFIGURATION DOUBLE TOP PL. TYP. LTP5 INSTALLATION 16 ETCH EN 5PAGIN6) 5HT6 PERPENDICULAR WHERE OCCUR5 PLAN PLAN PLAN G B A I THRD STUDS PER 0.2 18 � 1 EN EN PLAN B 5HT6 BOTH SIDES WHERE 0CCUR5 H55 GOL THRD STUDS PER a) 18 1 EN 5HT6 BOTH SIDES WHERE OCCURS PLAN A TYPICAL HSS COLUMN AT SHEAR WALL 23 NOT USED 24 TYPICAL SHEAR WALL'L' INTERSECTIONS 17 DOUBLE TOP PLATE EDGE NAILING AT THE OPENING -FULL HEIGHT SHEARWALL SCHEDULE NAILING AT FRAMING MEMBERS SILL TO ASD ASD PANEL EDGES SILL TO FLOOR CONN RIM JOIST OR BLOCK SEISMIC WIND APA RATED (10d COMMON NAILS) FOUNDATION CONN CONN TO TOP PLATE CAPACITY CAPACITY MARK SHEATHING (4) (5) (6) (7) MIN PANEL (5/8" DIA GAL\/. AB) (plf) (plf) (1) (2) TYP. KING JOINT DBL TOP SILL (5) 51:;)S 1/4 MIN STUD STUD 5TUD/BLK PLATE PLATE (2" PENETRATION BLK/RIM EDGE5 FIELD (7) (7) INTO BLK/RIM) THICKNE55 (A35 OR LTP5) 16 15/52" 5TRUGT 1 ONE SIDE 6" O.G. 12'' O.G. 2x 2x 2x (2)2x 2x 32'' O.G. (9) 6" O.G. 1 3/4" 12" O.G. 340 475 14 15/52" 5TRUGT 1 ONE SIDE 4" O.G. 12'' O.G. 2x 2x 3x (2)2x 2x 24" O.C.(9) 6" O.G. 1 5/4" 8" O.G. 510 715 13 15/32" 5TRUGT 1 ONE SIDE 3" O.G. 12" O.G. 2x 3x 5x (2)2x 3x 16" O.G. (9) 6" O.G. 1 3/4" 6" O.G. 665 C150 12 15/32" 5TRUGT 1 ONE SIDE 2' O.G. 12" O.G. 2x 3x 3x (2)2x 3x 12" O.G. (9) 6" O.G. 3 1/2" 8" O.G. EA 51DE 570 1215 15/52" 5TRUGT 1 26 BOTH SIDES 6" O.G. 12'' O.G. 2x 3x 3x (2)2x 3x 16" O.G. 6" O.G. 1 3/4" 6" O.G. 680 C150 (5) 15/52" 5TRUGT 1 24 BOTH SIDES 4" O.G. 12" O.G. 2x 3x 5x (2)2x 3x 12" O.G. 4" O.G. 3 1/2" 8" O.G. EA SIDE 1020 1450 (5) 15/32" 5TRUGT 1 23 BOTH SIDES 5" O.G. 12'' O.G. 2x 3x 5x (2)2x 3x 12" O.G. 3" O.G. 5TA66 3 1/2" 8" O.G. EA 51DE 1550 1560 (5) 15/52" 5TRUGT 1 22 BOTH SIDES 2" O.G. 12'' O.G. 2x 3x 3x (2)2x 3x 12" O.G. 2" O.G. 5TA66 3 1/2" (SEE DETAILS) 1740 2435 (5) NOTES: 1. INSTALL 5HEATHING PANELS VERTICALLY. 2. BLOCKING 15 REQUIRED AT 5HEATHIN6 PANEL ED6E5. 3. WHERE 5HEATHIN6 15 APPLIED ON BOTH FACES OF WALL, PANEL JOINT5 SHALL BE 5TAOOERED 50 THAT JOINT5 ON OPP051TE SIDES ARE NOT LOCATED ON THE SAME STUDS OR BLK'6 4. 5HEATHING AND NAILING SHALL OCCUR OVER THE ENTIRE LENGTH INDICATED ON THE PLAN. 5. NAILS SHALL BE PLACED NOT LE55 THAN 5/5" FROM PANEL E0)6E5 AT 2X MEMBERS AND 1/2'' AT 3X MEMBERS. 6. NAIL HEADS SHALL NOT PENETRATE OUTER PLY OF 5HEATHIN6. SHEARWALL NAILING SCHEDULE HEADER, PER PLAN C516 STRAP T. 4 B. (NOTE 1) 3x BLOCKING GONT. AT STRAP // r / z \ / • • \ / SHEAR \ / • • \ / PER Pl \ • • \ / STRA EN6TH J.A.ME AS • OF IN6 • STRAP L N6TH ME A5 Of ENIN6/ MIN.P �ING \/ • • \/ • • ►\� ••••••••• a a a a a a a a a a a SDW 5GREW DBL KING STUDS (MATCH EN SPAGIN6) ABOVE 4 BELOW OPENING TYP. AT DBL KING STUDS NOTES: 1. IN LIEU OF E.N., INSTALL STRAP ON OUTSIDE OF SHEATHING AND NAIL STRAP THROUGH SHEATHIN6 INTO BLOCKING WITH 10d NAILS IN EACH HOLE. OPENING IN SHEARWALL (ALLOWED ONLY WHERE INDICATED FOR OPENINGS LARGER THAN 32" WIDE) PANEL -AN NN I 7. WHERE 5x 15 INDICATED . (2) 2x MAY BE 5UBTITUTED, PROVIDE THAT THEY ARE 5PIKED TOGETHER W/ 16d COMMON NAILS. SPIKES SHALL BE 5PACED AT SAME 5PACIN6 AS EDGE NAILING. 8. HOT -DIPPED GALVANIZED (ELECTRO-PLATING 15 NOT ACCEPTABLE) NAILS ANCHOR BOLTS NUTS 4 PLATE WA5HER5 SHALL BE USED WHERE IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. 9. WHERE 5HEATHING 15 REQUIRED ON ONE SIDE ONLY. 5GREW ANCHORS MAY BE USED IN LIEU OF CAST -IN ANCHORS. MIN CONCRETE PENETRATION = 4'' DOUBLE TOP PLATE FIELD NAI AT 5TUDE OPENINGS WITHIN A STUD BAY (MAX) STUDS— @ 16" O.0 EDGE NA ALL ARO SHEATHING — PANEL PER 5GHED EDGE NAILING AT PANEL EDGE NAILING AT DBL TOP PLATE i ' / • \ PANEL JOINT5 CENTERED ON 5' \\ / •� \ / 0 / • \/ « • « • • / \ • « / / \ KING STUD e • TRIM STUD / \ LING / \ • / LU LL -� • )ND r / \ •e / u1 EDGE NAILING / KING STUD • LU ` / PANEL INT5 ` IU CENTERS 50LID BL6CKIN6 ON _ ILL I • • • • • • • • • • • •� • r • • • • • 14 I SHEARWALL ELEVATION LOWEST GONST.JT HEADED ANCHOR ROD .'GRADE BEAM L— EDGE NAILING AT SILL PLATE )WN .ONST.JT ROD SUDS tT �— HOLD DOWN AT KING POST HOLDOWN SCHEDULE HOLD DOWN MIN KING POST CL ANCHOR DIA A B CAPACITY HDU2 2-2x 1-5/16 5/8" 8" 5" 3075# HDU4 2-2x 1-5/16" 5/8" 8" 5" 4565# HDU5 2-2x 1-5/16" 5/8" 8" 5" 5645# HDUS 4x 1-3/8" 7/8" 8" 10" 7870# HDQS 4x6 1-1/4'' 7/8" 8" 10" c1230# HDU11 6x6 1-3/8" 1" 10" 10" 11175# HHDQ11 4x6 1-1/2'' 1" 10" 15" 11810# HHP014 6x6 1-1/2" 1" 10" 15" 13710# HDU14 6x6 1-9/16" 1" 10" 15" 14445# of NOT USED n25I NOT USED G O) B A 1 5 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal 1 Signature Q(DFESS/pNq� c No.33 2 Exp.12-31-23 JJ9lsTRUCT 3 F OF C NO SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description TYPICAL DETAILS Scale 1 If = 1'-01 1 GR S00114 00 © 2015 Gensler 0 0 0 00 LO r_ LO LO w ry U ry F- Ui w U� ry (D in- U 06 0 U) E O O O U O a> C) U Q 0 Cl) 00 M LO r` LO LO 0 0 co M 66 N (V O N ti T 2 3 T 4.7 5 5.3 6 7 83'-8 3/4" 40 7-4 3/4" 15'-10" 15-2" 15-7 1/2" 5-8 1/2" 10'-0" 14'-0" 40 vp FOUNDATION PLAN - GR1 SCALE. 1/4 - 1-0 JT. PE ARG4 (2" MIN.) 6x6 F3.0 F2.0 F2.0 5" PIPE 5TD. 6x6 LL-----F2.0--------------------L--------------------------L--- — -- GRADE BEAM SCHEDULE MARK WIDTH DEPTH TOP REINF. BOTTOM REINF. TIE REINF. 613-1 2'-0" 2'-0" (3)-#5 (3)-#5 #3 @ 12'' 6B-2 3'-0" 2'-0" (4)-#5 (4)-#5 #3 @ 12'' I I I 3 m III � II b- - ----- ---J L. ---------------- 16 6x6 = 6x6 -------------=22'-3"-----------L--------------------------------- O ----I J_ I_—HDU4 LJ SPREAD FOOTING SCHEDULE MARK SIZE WxLxD REINFORCEMENT F2.0 2'-0" x2'-0" x1'-3" (3)-#5 E.W. F3.0 3'-0" x3'-0" x1'-3" (4)-#5 E.W. FOUNDATION NOTES: 1. FOR FOUNDATION NOTES AND LEGEND, SEE SHEET 500.103. 2. FOR STEEL COLUMN SGHEI7ULE, SEE SHEET 500.105. s X F.5 KEYPLAN nnr"' SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States COFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com '� Date Description 2019.04.16 50% DESIGN DEVELOPMENT 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal 1 Signature Q,�O ESS /Orygl AMA, No. 33 Exp.12-31-23 sTTU�P� ��9jF RUCOF CAI.\F��\P SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description FOUNDATION PLAN - GR1 Scale As indicated 00 GR1 S02101 © 2015 Gensler 1 2 3 4 4.7 5 5.3 6 7 m 0 1 ROOF FRAMING PLAN - GR1 SCALE: 1/4" = V-0" co N 00 N N O N U❑ U FRAMING NOTES: 1. FOR FRAMINO NOTES AND LEGEND, SEE SHEET 500.103. 2. GONNEGT HEADER TO H55 GOL. PER 3G AND TO KING POST PER 3D 505.201 505.201 KEYPLAN SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.04.16 50% DESIGN DEVELOPMENT 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q,�OHSS/Orygl �Co P AMU F�G� No.33 2 Exp.12-31-23 �Jq� TRUCT U�P F OF C NL\F SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description ROOF FRAMING PLAN - GR1 Scale As indicated O GR1 S01202 © 2015 Gensler 2 T1 2 1 2 ROOF FRAMING PLAN - GRP SCALE: 1/4" = 1'-0" FRAMING NOTES: 1. FOR FRAMING NOTES AND LEOEND, SEE SHEET 500.103. L-- - - - - - -7 -J FOUNDATION PLAN - GRP 1 SCALE: 1/4" = 1'-0" FOUNDATION NOTES: 1. FOR FOUNDATION NOTES AND LEGEND, SEE SHEET 500.103. KEYPLAN KA(-", SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.08.24 ISSUE FOR PERMIT 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q,�O ESS /Orygl �Co P AMU F�G� No.33 2 Exp.12-31-23 �Jq� TRUCT U�P F OF C NO SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description STRUCTURAL PLANS - GRP Scale As indicated O GRP S02.201 © 2015 Gensler 0 FOUNDATION PLAN — GR2 1 SCALE: 1/4" = 1'-0" 75 co N LO N (V O N ti 1 2 3 4 5 6 _ 15'-8 3/8" _ 14'-G 5/8" _ 15'-8 Val, _ 15'-8 _7/8" _ 16'-1" IF__ t — — — — — — — — — — — — — — — — — — — — 4,_0„ I � F ,0 L=5-10" 6x6 4x6 F2.0 ---- 14 -- HDU5-- 14 ----- _ _---- ----- n ----- _—_— 4x6 I GB-1 ~ 4x6 GB-1 HDU5 I I I HDU5 I I I la o I I I I I I I I I I o I I I 4x6 I I �t I HDU2 I 6x6 HDUS OUTLINE OF — � ROOF ABOVE 4'-O" 40P 40 40 6x6 4x6 bx6 HDUS I 4x6 GB-1 HDUS I I I I I I a� I I I I o I I I I I 6x6 /I II � a - L=2'-8" 4x6 L=5-10" 4x4 I I L=5-10" 3 16 HDU5 16 16 /HPU5 1- 3 --- — -- - - - -� L- -- -� --J r2x4 @ 16" — — — — l/ I � I I — — — — — —2x4 @ 16, I �16 I OUTLINE OF LOW ROOF ABOVE I .J i i FOUNDATION NOTES: 1. FOR FOUNDATION NOTES AND LEGEND, SEE SHEET S00.103. 2. FOR STEEL GOLUMN SGHEDULE, SEE SHEET 500.105. 3. FOR SPREAD FTG AND GRADE BEAM SCHEDULES, SEE SHEET GR1 502.201. �1 M IN C C.2 KEYPLAN AH HS H1 GR MC CC SS H2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States COFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com Date Description 2019.04.06 50% DESIGN DEVELOPMENT 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q,�O ESS /Orygl �CO Q= P . Atij� No. 33 Exp.12-31-23 �Jq� TRUCT U�P F �F CAL�F� SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description FOUNDATION PLAN - GR2 Scale As indicated 00 GR2 S02101 © 2015 Gensler 1) r2 (3) r4 r5) r6 1 3/4x 11 -7/8 LSL / 11 7/8 TJI 360 @ 12" O.G. / I / 11 7/8 TJ 1 360 @ 16" O.G. I / 11 7/5 TJ 1 360 @ 16" O.G. 5.125x12 GLBPT 5T-1 I III � m QII IIII � III X 1 3/4x 11 7/8 LSL 5T-1 I I III N Ul III ml II NI II II U)IIII U;I I I III II III 1111/ III III 5.125x12 GLB 1 11 III 3.125x12 GLB 1 3/4x 11 7/5 L5L 3.125x12 GLB ST-1 II\ /11 11 5T-2 1 3/4x 11 7/5 LSL 1 3/4x 11 7/5 LSL 11 7/5 TJI 360 @ 16" O.G. 3.125x12 GLB ST-1 STRAPS IN GENERAL 1 3/4x 11 7/5 L5L 11 7/8 TJI 360 @ 12'' O.G. 5.125x12 GLB III U) TI I� II II -1 I I IIII Hi __= 11 1 I III 1 1 �� 111 I � II � IIII II II II 1111 IIII r II � IIII IIII II x II II 1 3 AWN II QI II IQ I I I I I I �I 11 I� 3.125x12 GLB QII I 0 3 IIII 3 = 11 I= HDR — 1 3/4x 11 7/8 L5L — — tz 1 3/4x 11 7/5 L5L 1 1 5T-31 1 1 1 _ — — — — — — — d 1 1 3/4x1 /8 L5L 3.125x12 5LB 5T-2 1 3/4x11 7/8 L5L 5T-1I III 1 3/4x11 7/5 L5L Li 3.125x12 GL 1 1 5T-1 1 3/4x11 7/8 L5L 1 11 15T-2 1 3/4x11 7/8 L5L 5T-31 I 1 1 1 1 111 1 11 I 1 1 J VL I IIII _ I I =I I I I IIIII �r �r � 1 1� /1 III �I I/ �I I/ /III I/ /I III/ u�� m 11A 1111 I I I I I IIII 3 QI IIIQ 3 IIII v IIII v 11 m X 1 1 1 1 1 1 1 1 1 1 3/4x11 7/5 L5L 1 5/4x11 7/8 L5L 1 3/4x 11 7/8 L5L 5T-1 1 3/4x11 7/8 L5L 1 15T-2 1 3/4x11 7/8 L5L 5T-2 5T-2 1 3/4x11 7/8 L5L 5T-11 II HDR — — — — HDR 1 117 m I 1 I 1 3/4x1117/5 L5L 1 3/4x11 7/8 L 5T-1 1 3/4x11 7/8 L5L 5T-1 1 5/4x11 7/8 L5L 5T-1 .125x12 GLB 11 IIII 11 IIIII 11LJ 11 7/5 TJI 560 @ 16" O.G. 3.125x12 GLB 1 IIII / \ m 1 1 IIII 1 1 II � 1 15T-2 1 3/4x11 7/8 L5L— -2 — 1 3/4x 11 7/8 L5L 5T-2 3.125x12 GLB 1 1 3 IIII I 1 3 m 1 3/4x 11 7/5 L5L x N \ cv 11 IIII 11 x P O cri � 1 1 �0 IIII 1 1, m 11 NN IIII v. 11 IIII 3.125x12 GLB I O / 1 I IIII / 1� ..❑ ry 1 1 J 5T-1 1 1 1 3/4x11 7/8 L5L 5T-1 1 3/4x 11 7/5 L5L 5T-1 11/ x N 1 ROOF FRAMING PLAN - GR2 SCALE: 1/4" = V-0" 11 7/5 TJI 230 @ 24" O.G. TYP., U.O.N. \PEN 508.211 FRAMING NOTES: 1. FOR FRAMING NOTES AtND LEGEND, SEE SHEET 500.103. 2. FOR HEA PER SCHEDULE, SEE SHEET GR1 502.202. A.2 15/52" A FAt RATED SHEATHING STRUC. 1 (32/16) EXF05URE 1 B.N.= 8d @ 6" SEE E.N.= Sd @ 6" GR 500.213 F.N.= Sd @ 12'' 6.2 D.2 KEYPLAN AH HS H1 GR MC CC SS H2 CH R2 SILVERROCK LODGING. LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States COFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.04.06 50% DESIGN DEVELOPMENT 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q,�OHSS/Orygl Atij0 F�G� �4��' �� No.33 2 Exp.12-31-23 STRUCTU�P� ��91F OF C AO��\P SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description ROOF FRAMING PLAN - GR2 Scale NOT TO SCALE O GR2 S01202 © 2015 Gensler O 5" PIPE 5 F2.0 E 15'-5 5/8" 2 14'-9 5/5" 3 15'-5 1/8" 0 15-8 ►/5" k" 16'-1" on ----------------------------------------------------- I I 1 4-O 4-0 6x6 L=5'-10" 6x6 4x6 6x61 F2.0 14 HDU5 F2.0 L— — — — — — — — — — — — — — — — — — — — — — — — — �I I q 4'-0" 44' ------ —4x6 GB-1 ------ I HDU5 I I L=5-8" 6x6 1'-0" WIDE x OUTLINE OF I HDU� 0'-10" THICK FTC, ROOF ABOVE L _ TYP. U.O.N. -----------------------------------------------�- -� ---- -- -- --J 4'-O,1 41-0,1 r — I 4x6 GB-1 I HDU5 I 6x6 4x6 6x6 1 `� I I I 14 HDUS F2.0 I �iD I -AD71 -I 1 HDUS I GB-1 — — — I I I I 1 I FOUNDATION PLAN - GR3 SCALE: 1/4" = 1'-0" I I I I I I I I I I 16 � I I I I 1 I I I I I II I I 2x4 @ 161' � � � � � � � � � � � � 2x4 @ 16" 4x4 4x6 4x4 HDU5 I � HDU5 I I HDUS Q I I � 21B I I I 500.214 II I I I 1 4x6 II 4x6 I - HDU2 I I HDU2 J°- -- -� L- -- J I --- ---- - — — — — — — r �16 , I 1 L=6'-8" 1 I L ..,. _ _ J I L _ _ , J. 1 I 4x6 4x6 I I I I I OUTLINE OF LOW ROOF, ABOVE I I 6x6 4x 4 HDU5 1 I I I I 1 I I I o I � � I I I 5" PIPE STD. F2.0 I I _ I I FOUNDATION NOTES: 1. FOR FOUNDATION NOTES AND LEGENDS, SEE SHEET S00.103. 2. FOR STEEL GOLUMN SGHEDULE, SEE SHEET 500.105. 5. FOR SPREAD FTG AND GRADE BEAM SCHEDULES, SEE SHEET GR1 502.201. A.2 6.2 MC CC SS SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States COFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com Date Description 2019.04.16 50% DESIGN DEVELOPMENT 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q,�O ESS /Orygl O P AMU No. 33 Exp.12-31-23 �Jq� TRUCT U�P F OF ChO SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description FOUNDATION PLAN - GR3 Scale As indicated LO co N (V O N ti 00 1-0 GR3 S02101 © 2015 Gensler 1 2 3 4 5 6 1 3/4x 11 7/8 L5L U❑ / 11 7/8 TJI 360@ 12" O.G. / 11 7/5 TJI 360@ 16" O.G. I I 1 3/4x11 7/8 LSL 5T-1 1 3/4x11 7/5 L5L Full L U❑ — — — 5.125x12 GLB 5T-1 — rT 3.125x12 GLB 11 7/5 TJI 360@ 16" O.G. III I 1 STRA F S IN III 1 3/4x 11 7/8 LSL I III 1 3/4x 11 7/5 LSL 3.125x12 GLB — 1 3/4x11 7/5 L5L GENERAL 1 3/4x 11 7/5 L5L M I I MI 1115T-1 m 5T-1 5T-1 ST-1 / 111 1 / 11 7/8 TJI 360@ 16" O.G. / 11 7/5 TJI 360@ 12" O.G. -71 X I I XI III XI I III I III U)I III �I I IIII I N I 1 1 3/4x 11 7/8 LSL L6 111 1 3/4x 11 7/5 LSL u�1 1 1 3/4x 11 7/8 LSL 11 — — — 3.125x12 GLB — — — 5.125x12 GLB — — — 5T-1 5T-1 I 5T-2 rST-2 III IIII II IIII II IIII II mull IIII IIQ II IIII II NIIII mull I III 1 111 I o �I III I I m 3.125x12 GLB IIII 1 111 I oI III III N III 1 IIII NO III I I U) IIII Q I IIII U)I III I I U) d) I I IIII i 1 / 11 7/5 TJI 250"I III / III I x IIII 1 @ 24" O.G. TYP., U.O.N. /I I� I IIII 77 3 QI II IQ 3 HDR L _ — — 111 1 IIII m III IIII —1�_—�� 1111 IIII II HDR 1 3/4x11 7/5 L5L _ 1 3/4x11 7/8 L5L 1 1 1 1 1 ST-2 1 3/4x11 7/8 LSL ST-1 I III 1 3 4 11 7/8 L 1 1 _ _ — I 1 3/4x ill17V8 L5L ST-3 1 3/4x 11 7/5 L5L 3.125x12 OL 1 1 ST-1 1 3/4x11 7/8 LSL 7 ST-2 1 3/4x11 7/8 L5L T 1 1 1 1 1 1 111 � I III l IIII (y] it IQ i it l 3.125x12 OLB 1 1 IIII I I I I I Q J-I, 11� III in 1 1 / / I III / / � / I I/ I 1 /1 / / cV 3.125x12 GLB 1 1 ro m IIII IIII III d) X 1 3. IIII 3 m 11 IIII NI I QI I NI I IIII X IIII X 11 IIII ,i IIII IIII I I r 1 N I I N I I /IIII 0 3.125x12 GLB 1 IIII ml I III uil I 3 Ti Q ❑ i l/ �1 Ill IIII 3 II I IIIIII VLI q�HR_1 3/4x11 7/5 LSL _ _ 1 3/4x11 7/5 LSL 1 3/4x 11 7/5 LSL 1 3/4x 11 -1/8 51,E _ -1 L L — 1 3/4x 11 7/5 LSL 1 3/4x 11 /8 LSL 1 3/4x 11 7/8 LSL 5T-1 5T-1 5T-1 5T-1 5T-1 1 3/4x11 7/8 LSL 5T-1 1 3/4x11 7/5 L5L 5T-1 1 3/4x11 7/8 L5L 5T-1 3.125x12 GLB 1 Li 3 1/ � 1 3.125x12 GLB m 1 1 11 I 1 o U 11 II111 11 ro x 3 IIII 3 I 3. "' cxv I I I I I I m I I N N IIII I � IIII 1 1 I i 3.125x12 GLB ❑ 5T-1 5T-1 S -T 11 I / 1 3/4x 11 7/8 LSL 1 3/4x 11 7/8 LSL 1 3/4x11 7/8 L5L 1 3/4x11 7/8 5L I I I 4 8 I I Q I OPEN x x I I I 1 ROOF FRAMING PLAN - GR3 SCALE: 1/4" = 1'-0" i 2 505.211 FRAMING NOTES: 1. FOR FRAMIN0 NOTES AtND LEGEND, SEE SHEET 500.103. 2. FOR HEA PER SCHEDULE. SEE SHEET OR1 502.202. 15/32'' AFA RATED 5HEATHIN0 5TRUG. I (32/16) EXF05URE 1 B.N.= Sd @ 6" SEE E.N.= Sd @ 6" OR 500.213 F.N.= 8d @ 12" AH HS H1 GR MC CC SS H2 CH R2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensle 225 Broadway Suite 1600 San Diego, CA 92101 United States r Tel 619.557.2500 Fax 619.557.2520 COFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.04.16 50% DESIGN DEVELOPMENT 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q,�OHSS/Orygl A&0' F�G� 4��' �J' 'No. 33 2 Exp.12-31-23 �Jq� TRUCT U�P F OF C NO SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description ROOF FRAMING PLAN - GR3 Scale As indicated O GR3 S01202 © 2015 Gensler 1 2 3 4 0 00 0 ti LO LO ry U ry F- Ui w U� ry (D in- U 06 U) E O O O U O a) Cn U Q 00 LO LO LO 0 0 coco 2i ca IT N ti IT N (V 0 N ti 0 F �)x6 F2 O 15'-8 3/8" 16'-1 3/8" 16'-1 3/8" 16'-0 -7/8" I , I 6x6 4x6 HDU5 4x6 GB-1 HDU5 I �I II I I I II I II I � I 4'-0" & 4'-0" 6x6 L=7-0" 6x6 4x6 F2.o HDU5 Pr I HDU5 I GB-1 I II II I I I I I I I I I I II II � 5" THICK SLAB -ON -GRADE W/ #4 @ 16" O.G. EA. WAY GONTROL JOINTS FER::� 500.201 In 6x6 I I I 'II � I III I I I I I I 4x4 L=2'-8" I I L=54, 4x6 I 4x4 L=2'-8" I I L=3'-l" 4x6 3 L=5-10" I I HDU5 L=5-10" 3 I 3 L=5-10" I I HDU5 L=5-10" 3 HDU5 16 HDU5 16 16 Jr L16 -- — — —— 16 — --- L--- — 16 — ----J L------ 16 --J -- --I I 2x4 @16"I IIx4 @16"r2I— — — — I — — — — — 2x4 @16, 6x6 4x4 I \`., 4x4 HDU5 4x6 4x6 4x4HDU5 — DU5 QHDU5 HDU5 HDU5 HDU5 HHDU5 I I � 21B I I I I � 21B I I I 500.214 I I I - o I 500.214 — OUTLINE OF r — LOW ROOF ABOVE L_ _� I I I II I I I I F=J L J -J L9 F=J L- L9 �16 OUTLINE OF ROOF ABOVE I 4 N FOUNDATION PLAN - GR4 1 SCALE: 1/4" = 1'-0" FOUNDATION NOTES: 1. FOR FOUNDATION NOTES AND LEGEND, SEE SHEET 500.105. 2. FOR STEEL COLUMN SCHEDULE, SEE SHEET 500.103. 3. FOR SFREAI7 FTG AND GRADE BEAM SGHEDULES. SEE SHEET OR1 502.201. m N KEYPLAN AH HS H1 GR MC CC SS H2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States COFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com Date Description 2019.04.16 50% DESIGN DEVELOPMENT 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature �� Q(�OF ESS /Orygl O P AMU Q= No. 33 Exp.12-31-23 �Jq� TRUCT U�P F OF ChO SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description FOUNDATION PLAN - GR4 Scale As indicated GR4 S02101 00 © 2015 Gensler 1i 2 (3) r45 11 7/5 TJI 360 @ 12" O.G. U❑ 5.125x12 OLB 5T-1 rT IIo I IIII II T- I III m I I I I III ml II N I I II NI / III Ln LX6I III/ I I III I I III III III I I I I III 3.125x12 OLB III III III I II 1 III _ I II III II IIII/ m III 7 3 / QI II IQ .I II IL�iDs-- 7 3.125x12 OL I 1 5T-1 � Y II 11/ m II v 3. x II 3.125x12 OLB i 1 ElI/ / 5T 1 3/4x11 7/8 LSL EFFIE 1 .3/4x 11 7/5 LSL 1 ROOF FRAMING PLAN - GR4 SCALE: 1/4" = 1'-0" 3. 1 3/4x11 7/5 LSL 1 3/4x11 7/5 LSL 11 7/8 TJI 360 @ 16" O.G. 11 7/5 TJI 360 @ 16" O.G. 11 7/5 TJI 360 @ 12" O.G. STRAPS IN GENERAL 3.125x12 OLB 57-1 3.125x12 OLB 5T-1 5.125x12 OLB 11 7/5 TJI 230 @ 24" O.G. TYP.. U.O.N. x 141 HDR HDR 1 3/4x1 7/5 L5L 1 3/4x11 7/5 LSL II ST-1 II 11/ �1I 3. II II II II /1 I/ II IIII II IIQ I II 7-77 ml III I III I I m �I � III I I � INI X N ry1 61 III III I 1 I I III III III III I I I I III III III III I I III 01.5 3.125x12 III I � IIII I � III � x 7_ X QI II IQ 3 v I I m �� IIII III 1 3/4x11 7/5 LSL — L — 1 3/4x11 7/5 L5L — HDR 1 14x11 7/8 LSL I II 15T-1 1 3/4x11 7/8 LSL 5T-1 I 1 3.125x12 OLB I III I IIII I� I III I I ro 1 3. 3. N III I I u�xi Hill v / Im III I N N I II 1 1 1 3.125x12 OLB /I IIII /I ❑ ST-1 1, 3/4x11 7/5 LSL 115T-1 1 3/4x11 7/8 LSL 1 1 ST-1 IN, 1 3/4x11 7/5 L5L 3 v O 4X5 d) II = Q N I I �E � 2 505.211 FRAMING NOTES: 1. FOR FRAMING NOTES AND LEGEND, SEE SHEET 500.103. 2. FOR HEADER SCHEDULE, SEE SHEET OR1 502.202. 15/32" APA RATED SHEATHING STRUG. 1 (52/16) EXPOSURE 1 B.N.= Sd @ 6" SEE E.N.= Sd @ 6" OR 500.213 F.N.= Sd @ 12'' KEYPLAN AH HS H1 GR MC CC SS H2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com L Date Description 2019.04.16 50% DESIGN DEVELOPMENT 2019.05.03 100% DESIGN DEVELOPMENT 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal If Signature Q,�OHSS/Orygl Atij0 F�G� No.33 2 Exp.12-31-23 �Jq� TRUCT U�P F OF C NO SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description ROOF FRAMING PLAN - GR4 Scale As indicated O GR4 S01202 © 2015 Gensler FOR ITEMS NOT FOR ITEMS NOT FOR ITEMS NOT NOTED SEE 9A NOTED SEE 9A NOTED SEE 1A SHT(5 PER PLAN (WHERE OCCURS) SHTG PER PLAN (WHERE OCCURS) STUD WALL DOUBLE STUD WALL STUD WALL PER PLAN D 3/4" MAX. RECESS (2)-#3 GONT OPTIONAL CJ AT GLAZING SYSTEM 5'-6„ CURB WIDTH CURB WIDTH (LAP = 1'-6 9 GURB WIDTH CURB 1/2" #5 GONT #5 @ 18" x F_ MATCH OUT -TO -OUT MATCH OUT -TO -OUT MATCH OUT -TO -OUT WIDTH (LAP = 1'-6") OF FRAMING 4 SHTG OF FRAMING 4 SHTG OF FRAMING 4 SHTG OPTIONAL CJ (2)-#5 GONT E N (LAP = 1'-6") E.N.(W 01 1 1/2'' GLR HERE OCCURS) E.N. OPTIONAL GJ #5 GONT E N (LAP = 1'-6 - #5 @ 18 x L HARDSGAPE (WHERE OGGURS) N --------- ------ 7Thrr—IT III ---------- II ° — TI�TIT71 --- III III I— ------�r�IT r - �— —�-- ° -------- ---I II-- -------- ------�fT�rr—ITf rr—ITf—r----- III III Ii _----------- �r=�1 -------- III— ° — — m v ° TOF 0 III _- — III z TOF MIN. 2 AB ° PER PLAN ° III Q% QII 4 w III In PER PLAN —I=I @ 18" x -III n ° m w -III ° — ° a °° ° v DEPRESSED SLAB =III— (MIN. 2) =I z -I (WHERE OCCURS) z I 1 1/2" ° OPTIONAL GJ m #3 GONT @ 18" x ° ° ALT BENDS (MIN. 2) 1 m FTG WIDTH -0 L J B M TGHV-0'' 2 10 M FT& OR GB B AS OGGURS A G B A EXTERIOR CONT. FOOTING 9 PERIMETER CONT. FOOTING 1 FOR ITEMS NOT FOR ITEMS NOT FOR ITEMS NOT FOR ITEMS NOT NOTED SEE 2A NOTED SEE 1 NOTED SEE 2A NOTED SEE 2A O� O� SHTG PER PLAN (WHERE OGGURS) STUD LL STUD LL I STUD WALL PER T ASH ROOM PER T SH ROOM PER J CPER PER J I PLAN D PLAN J PLAN PLAN PLAN GURB OPTIONAL GJ GURB OPTIONAL GJ SHTG EA, SIDE WIDTH WIDTH DOUBLE STUD WALL (WHERE OGGURS) (2)-#5 GONT (LAP = 1'-6 9 8„ CHAMFER (2)-#5 GONT (LAP = 1'-6 9 8„ GHAMFER E.N. cv - ° - E.N. E.N. ° --------�_il - ° ° i-- ° ° 1-- ° - O TOF xU@ 18 x U _ II _TP w@ PER PLANI I y18 I _ OPTIONAL GJ m I I # 3 @ 18� xl - mv� (2) #5 GONT T&B (ALT. BENDS) — — — — — (LAP = 2'-6"9 FTG OR GB INTERIOR FTG PERIMETER FTG AS OGGURS B R G B FOOTING AT TRASH ROOM 14 INTERIOR CONT. FOOTING 2 FOR ITEMS NOT NOTED SEE 3A SHTG EA. SIDE (WHERE OGGURS) SHTG EA. SIDE (WHERE OGGURS) I PER I JPLAN STUD WALL PER J I STUD WALL PLAN GURB 1/2'' 3/4" MAX. REGE55 I WIDTH AT GLAZING SYSTEM 1 REINF. PER I j #5 GONT �� (LAP = 1'-6") \ `' N I #5 @ 18" x L HARDSGAPE (WHERE OCCURS) E.N. Z O ------- I - -Tr r--n �rl�r rn I —III —III —III —III ° ----- a — N� ----------- I --a 4 - - r--n �rl�r rn —III III —III I Z O d TF — TF E PR PLAN ICI ° a ° I' _ a ° III I' PER PLAN ° I I ° ° OPTIONAL GJ II ° a a I a° I ° I� N� v DEPRESSED SLAB = I ° ° h a a I ° I I OPTIONAL GJ GRADE BEAM REINF. °° ° a I (WHERE OCCURS) GRADE BEAM REINF. ° I f GLR. ► Q PER SGHED. a Q ° ° ° LU 4 a ° '0 a ° a I PER SGHED. ° a ° L v EXTEND (B) REINF ° ° ° ° ° L ° L 2'-6" INTO GRADE BEAM (ALT. BENDS) 43 4 ° a ° a � ° a a ° a ° ° III=1=1 I- -1 I i—i i i—III—I III, I i - -1 I i—i i i—III-1 I i III PER SGHED. m v ,III _III PER SGHED. m v B � INTERIOR GRADE BEAM 11 PERIMETER GRADE BEAM 3 SLAB OR HARDSGAPE WHERE OGGURS IW O— TOF a PER PLAN ° a a ° m ° Ilk (2)-#5 GONT T 4 B (LAP=2'-6") UON NOT USED 12 NOT USED 8 EXTERIOR CONT. FOOTING 4 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q�OFESS/pNq�F �C3 F AMU �G2 No.33 2 Exp.12-31-23 X"N' RUCT U�P FOF CNO SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description FOUNDATION DETAILS Scale 3/411 = 1'-01' GR S08n101 © 2015 Gensler N N O N 00 FOR ITEMS NOT FOR ITEMS NOT FOR ITEMS NOT FOR ITEMS NOT NOTED SEE 1A NOTED SEE 1A NOTED SEE 1A NOTED SEE 1A FTG. 4 COL. STEEL COLUMN I I I STEEL COLUMN I I I I I I I I I I STEEL COLUMN I I I I I SLOPE TOP AWAY I I i GONG. HARDSCAPE I I I I SLAB BLOCK -OUT I I FROM COL. I 3" MIN. GONG. COVER I GONG. COVER I , (OPTIONAL: MONOLITHIC I DIAMOND -SHAPED 3" GLR. I W/ HARDSCAPE POUR) , BLOCK -OUT 3" (MIN) MIN. , Z FIN. GRADE 3" GLR. I BASE PL. 8 A.B. I (2)-#5 x FTG LENGTH + 5'-O" i GONG. I , (2)-#5 x FTG LENGTH + 5'-O" 3" GLR. BASE PL. & A.B. PER SCHED. I I MIN. , i PER SGHED. I , i (CENTER UNDER COL.) COVER I I (CENTER UNDER COL.) I, I � MIN. FF (BEYOND) i FF (BEYOND) i I� I _I ---- I -2 I —III —III —I I I_I I —III —III III—__— I—III—tif�,R__F I W Q ° I ��fT�ITI I I 10 w Q IIIIIII—III_I _ —III w IIII_III—III_I —III—III_III —III _ _ — III —III _ _ _ _ —II II —III —III- _ IIII a _ _ = ° II —III —III- III- w III—III-1I _ _ _ TOF — —III PER PLAN iV z =1 ° ° ° a ° ° ° 1= ° ° a BASE PL. s A.B. w lu = PER SGHED. v '� iV z =1 ° ° ° a ° ° ° ° a 1= w = L v ° ° ° a =1 1= ° ° ° ° 2 CONT. FTG PER d ° a i ° ° i ° ° °° I 11= CONT. FTG PER '� z -1 =1 ° a ° a ° a Q L w GONSTR. C v [0 ° ° 8.1 i , 8.1 [� ° ° JOINT U1 v I- 3" GLR. m v HORIZ. REINF. HORIZ. REINF. 5" GLR. m v 40 PER SGHED. PER SGHED. CONT. THRU CONT. THRU 00, PER SGHED. EXTERIOR ISOLATED EXTERIOR ISOLATED INTERIOR W/ PERIMETER W/ INTERIOR ISOLATED E (NO HARDSCAPE) (AT HARDSCAPE) D G CONT. FTG CONT. FTG o A STEEL COL. ON PAD FOOTING G FOR ITEMS NOT FOR ITEMS NOT NOTED SEE 2A NOTED SEE 2A - - � FTG. &POST WOOD POST I I PBS POST BASE I (2) A55 (2) A55 (OFF CORNERS) HARDSCAPE (WHERE OGGUR5) (OFF CORNERS) 6'' MIN. • ---------- ----- ° a ° ---�h W LO ° _:: - d = ° d III z TOF -=1 II1=1I — 1 1- — j 1I1=1I - I w Q _ _ III =I —1 1— PER PLAN = °d 44 740GONT. FTG PER Sol ° 8.1 — ° I I d--11I b a ° a i r ° I I III 1 GONT. FTG PER 8.1 = cV m -III I ° °°4 EQ EGA aOPTIONAL ° ° II Q CJ HORIZ. REINF. HORIZ. REINF. I- 3" GLR. m v CONT. THRU T$ B CONT. THRU PER SGHED. INTERIOR W/ PERIMETER W/ INTERIOR ISOLATED G CONT. FTG CONT. FTG B A WOOD POST ON PAD FOOTING 2 NOT USED 11 NOT USED 7 NOT USED 3 NOT USED 12 NOT USED 8 NOT USED 'kl2 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q�OFESS/pNq�F �C3 F1.161 AMU �G2 No.33 2 Exp.12-31-23 JJ9lsTRUCT \3 F OF CAL�F� SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description FOUNDATION DETAILS Scale NOT TO SCALE GR S08n102 © 2015 Gensler a M M 00 N N O N O WOOD BEAM WOOD BEAM STIFFENER PL. PER PLAN EA. SIDE BM. SPLICE WHERE OCCURS BM. SPLICE WHERE OCCURS PER 22 L. GOL WOOD RIMS 0.2 1 -------------- ----I------------------- I °o. � �o° a,a _ __ _ I __________ ___ _ _ ______________ I I 1 i I I STEEL BEAM I (4)-3/4" DIA. A507 BOLTS GGQ COL. GAP PL 1/4 I GGOQ 1 DAMAGE THREADS GAP I i I COL. GAP i 1 3/4" AFTER INSTALLATION I I I STL COL. WOOD POST 3/16 i GAP PL. 1/2" I x 6'' TYP I STL COL. GAP PL TYP. 3/16 NOT USED D G B A 17 BEAM CONT. OVER COLUMN OR POST 1 WOOD BEAM WOOD BEAM STIFFENER PL. EA. SIDE L. COL WOODRIMS PER 10,II STL. BEAM ------------------------------------ EGGQ COL. EGGOQ I GAP COL. GAP '° I '° I --- -- -------------- -- - -------------- I I I (4)-3/4" DIA. A507 BOLTS GAP PL 1/4 i 1/2 DAMAGE THREADS 1 5/4" AFTER INSTALLATION STL. COL. i 3/16 I I 3 1/2' WOOD POST GAP PL. 1/2'' I GAP PL x 6'' TYP. I I I STL. COL. TYP. 3/16 NOT USED D G B A 18 BEAM END OVER COLUMN OR POST 2 PL. 1/2'' TBB (MATCH COL. DIMS.) G.L. COL G.L. COL (OPT) PP 1 I 2" 1" I 2" 4 T4 B 3/16 I I 1 1 I SIDS & I 1 I I 2" 1 2� 4 I I 2' 11 1 2" 4 I L. @ COL. 3/8 I I 0.10 I WOOD BEAM 1 i 3/16 BOTTOM 1 NS 4 I 0.10 I 0.10 1 1 WOOD RIMS I Z EA. SIDE 3/16 i FS 1/4 I i I WOOD RIMS = Z F, I i WOOD RIMS I = Z ----------------- ry --I - -------------\_------------------------------- ---------------- ;- --� - ------------------------ ----� - ------------- N — --------------- I I I ---------------7 I I I I I I I I I I I I I - I _ L r--------------------I ---------------- — = m r------------- i � r------- � � � I ------ -------------- - ----I Z m ---------------- ---- ----� Zr I I \ _ ---- i--� -I � m I I I STL. BEAM EA. SIDE EA. SIDE EA. SIDE i WOOD BEAM EA. SIDE (WHERE OCCURS) 1 (OPT) (WHERE OCCURS) HUCQ HANGER (WHERE OCCURS) (WHERE OCCURS) I I BUIL -UP W EA. SIDE 1 1 PP @ BM. T&B EGGOQ 1 I I I FACE PL. 3/8"x WIDTH OF COL. + 1 " WHERE OCCURS I I I SLOT COL. FOR 3/8 CONT. WOOD CONT. REGT. COL. GAP i 4 SHEAR PL. 5/5" x 5" i SHEAR PLATE CONT. STL. COL. 1 POST STL. COL. 'F' ; PL. 5/8'' I i I i CONT. RECT. STL. COL. CONT. RECT. STL. COL. D G B G STEEL BEAM TO STEEL COL. (FLANGES WELDED) 19 BEAM TO CONT. RECTANGULAR COLUMN OR POST 3 G.L. COL G.L. COL OPT PF STL SCREEN POST II 1/4 ; 3/16 1 I SIDES 4 5/16 1 1 1 1 I 2 4 1 1 1 1 24 1 1 I SIDE PL. 1/4 5/16 BOTTOM I I SIDE PL. 1/4 I I I 0.10 1 0.10 1 1 WOOD RIMS EA. SIDE i EA. SIDE I i I WOOD RIMS Z ,F, I WOOD RIMS I Z ___I — — IT Cn 1 1 (n I IT I T-- _ T I II I I I -- I q - - - � q- - - I I I ___� - I I f I I I ff�l I I I I I II jl ---------- ----�; I \ Z ---------- ----�I I N Z ----------------------------- ------- r------- -- 1 I - - - - - - ------------ - - - --i -i - -- ----------- = I I I i BEAM STL. BEAM STEEL BEAM EA. SIDE (WHERE OCCURS) I PER PLAN EA. SIDE (WHERE OCCURS) I I I BUILT-UP WT. 1 1 EA. SIDE 1 1 STIFFENER PL. EA. SIDE i 1 EGGOQ 1 I i I FACE PL. 3/8"x WIDTH OF COL. + 1" (WHERE OCCURS) iI i SLOT COL. FOR PER COL. GAP i 4 SHEAR PL. 5/5" x 5" SHEAR PLATE 22 F' I I I i PL. 3/8'' I i I i CONT. ROUND CONT. ROUND CONT. ROUND STL. COL. STL. COL. STL. COL. ®r, B A STEEL SCREEN POST ON STEEL BEAM 16 BEAM TO CONT. ROUND COLUMN 4 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q�OFESS/pNq�F No.33 2 Exp.12-31-23 JJ9lsTRUCT \3 F OF CAL�F� SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description STRUCTURAL DETAILS Scale 1 If = 1 1 -011 GR S08101 © 2015 Gensler O FOR ITEMS NOT NOTED SEE 2A END OF CONT L5L JOI5T JOISTS IN LIEU OF TJI END OF CONT 50LID L5L BLKG BN AT BLKG PANELS CONT L5L JOI5T IN LIEU OF TJI BN AT BLKG PANELS WEB STIFFENER EA. SIDE PER 11 JOISTS 8" LAP CONT SOLID L5L BLKG H6 @ 48" O.G. (OMIT AT INTERIOR WALLS) BN BN BN (GTR ON BN O 2 WALL) i WEB STIFFENER I I I I I I I I � EA SIDE @ H6 PER I I I I I I I I 0.2 EN A55 PER 5GHED EN A35 PER 5GHED JOISTS PERPENDICULAR ii BLKG PANEL @ 24'' O.G. 11B EA SIDE PER ii JOISTS ii PARALLEL a ° BLKG PANEL—(MIN=24'' @ 24'' O.G. 11B EA SIDE PER O.G.) WEB STIFFENER EA SIDE, EA J015T (WHERE REQ'D) WEB STIFFENER EA SIDE (WHERE REQ'D) (MIN=24'' O.G.) JOISTS CONTINUOUS GLAZING SYSTEM 0.2 � GLAZING ii 5Y5TEM 0 2 STUD WALL SEE 11B SEE 11B STUD WALL 0.2 0.2 B {'` FOR CONDITION AT 4 PIPE / CONDUIT SEE FOR CONDITION AT 4 PIPE / CONDUIT SEE FOR CONDITION AT 4 PIPE / CONDUIT SEE JOISTS OVER GLAZING SYSTEM 13 STUD WALL STUD WALL STUD WALL A A FOR ITEMS NOT A NOTED SEE 2B END OF JOISTS END OF BN AT BLKG CONT L5L J015T IN LIEU OF TJI J0I5T5 8" LAP CONT 50LID L5L BLKG MT5M16 @ 45" O.C. (OMIT AT INTERIOR WALL5) PANELS (� BN (GTR ON WALL) BN i WEB STIFFENER EA SIDE @ MT5M16 II II II II II II II II i i i. 11 PERtX 0.2 A55 PER 5GHED JOISTS CONTINUOUS BLKG PANEL @ 24" O.G. (MIN=24" O.G.) WEB STIFFENER F/7 WEB STIFFENER SIDE A35 PER 5GHED (MIN=24" O.G.) //I EA SIDE PE 11B NAILER PER EA SIDE, EA JOIST (WHERE REQ'D) SEE ( HERE REQ'D) 5EE NAILER PER 0.2 24 0.2 1 11B 11B O.2 24 0.2 1 �— CMU WALL O'2 �— CMU WALL �— CMU WALL CMU WALL--B CMU WALL CMU WALL B B NOT USED 14 JOISTS PARALLEL AT STRUCT. WALL 10 JOISTS BEARING ON STRUCT. WALL 6 JOISTS CONT. OVER STRUCT. WALL 2 5TL BEAM ASSEMBLY 5TL BEAM ASSEMBLY BN WOOD BEAM PER 21 BN BN WOOD BEAM PER 21 BN 0.2 1 L ii —J ii —J EN EN 50LID WOOD SHIM SOLID WOOD SHIM THRD STUD 5EE 17 u ii JOISTS OR BLKG u ii SS 1/4 JOISTS OR BLKG D 0.2 151M PANELS @ 24" O.G. ° ii W/ 2'' PENETRATION PANELS @ 24'' O.G. u GLAZING EA SIDE u GLAZING INTO BEAM EA SIDE MATCH 5PACIN6 PER MATCH AB SPACING PER 2 SYSTEM SYSTEM kt� (32" O.G. MAX.) (16'' O.G. MAX.) STRUCT WALL B A <DB D BEAM OVER GLAZING SYSTEM 15 NOT USED 11 BEAM OVER STRUCT. WALL 3 FOR ITEMS NOT FOR ITEMS NOT NOTED SEE 10A NOTED SEE 2A CONT 5OLI L5L BLKG BN � BN II II I I I I (5) A35 EA SIDE (3) A35 EA SIDE LJ OF PIPE G514 W/ OF PIPE (26) 10d @ 4" O.G. PIPE THRU EA SIDE OF PIPE PIPE THRU TOP PLATE TOP PLATE SEE 12 0.2 SEE 12 0.2 JOISTS PARALLEL JOISTS PERPENDICULAR B A NOT USED 16 NOT USED 12 VERTICAL PIPE / CONDUIT AT STRUCT. WALL 4 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q�OFESS/pNq�F No.33 2 Exp.12-31-23 JJ9lsTRUCT \3 F OF CAL�F� SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description STRUCTURAL DETAILS Scale 1 If = 1'-011 GR S08102 © 2015 Gensler NOT USED DAP INTO BM LOCATE BOL- BOT OF SLOT SUPPORTING BM WOOD EDGE BM CONT THRU HINGE �LTS ZTED )UTRIGOER I i V I I)"al �JER (INVERTED) EDGE BEAM CONT. AT OUTRIGGER BEAM CONNECTOR INVERTED 19 WOOD EDGE BM ❑� END OF OUTRIGGER BM WOOD OUTRIGGER BM HUG HANGER (INVERTED) LLI� V I rll ALL @ 45" O.G. 11 B EA SIDE PER 0.2 BM L=L`1 WOOD EDGE BM GONT THRU WOOD EDGE BM ❑� END OF OUTRIGGER BM ISTS A BEAM TO BEAM HINGE 14 )UTRIGOER �FR VLI�V I TIILl� @ 45' O.G. 11B EA SIDE PER 0.2 'kSSEMBLY �1 ISTS A JOISTS AT PARALLEL BEAM 9O BN — WOOD BM WEB STIFFENER EA SIDE (WHERE REO'D) SEE 11B 0.2 JOISTS IU5 HANGERS +----------- --r� I— I � I I I , I r EA. SIDE (WHERE OCCURS) SDS 1/4x3 1/2 @ 5" O.G. T 4 B @ JOIST HANGERS 5TL BM A55EM13LY PER 21 BN � 0.2 1 WEB STIFFENER EA SIDE (WHERE REQ'D) SEE PE f 11B 0.2 JOISTS IU5 HANGERS A JOISTS TO BEAM 1O F.O. WEB 5TL BM ASSEMBLY 2 2" 4 PER 21 0.10 BN � WOOD BM � BN- I N z li i i li I i •� I I , II — — — I I I I I II I li I i ililr:�'i I` i r l I I (� 11 -- LN I J ---- Z ----_____________ J T m5UPPORTED SUPPORTED SUPPORTEDWOOD BMJ WOOD BM "AX.CLRBM EA. SIDE EA. SIDE EA. SIDE MAX. (WHERE OCCURS) (WHERE OCCURS) (WHERE OCCURS) HU HANGER HU HANGER 71 ADD'L (5) 5D5 1/4x3 1/2 F WITHIN 5" EA SIDE OF BEAM HANGERS WOOD RIMS FOR ITEMS NOT NOTED SEE 2A L=j►! I o ofI Ij 11 I�JI II I I I I I I II I , II STEEL EDGE BM STEEL OUTRIGGER GONT THRU BM WOOD RIMS A EDGE BEAM CONT. AT OUTRIGGER BEAM 11 WOOD EDGE BM END OF STEEL OUTRIGGER OUTRIGGER BM BM HUG HANGER (INVERTED) WOOD OUTRIGGER BM HUG HANGER WOOD EDGE BM END OF OUTRIGGER BM FOR ITEMS NOT NOTED SEE 2A 8 DOES STEEL BEAM TO BEAM (FULL HT CONN. PLATE) 7O STEEL OUTRIGGER BM HUG HANGER A BEAM TO BEAM 2O FOR ITEMS NOT NOTED SEE 2A GJP T&B, TYP. II Ilf\�1 j II II DI II I II jl jlfl�l I � �J I I� 01 II II II�� I I I �iII �I III � I - ------------ -------------J—� —�L------------- END OF OUTRa00Ei< BM STEEL BEAM TO BEAM (FLANGES WELDED) 3O )UTRIGGER DGE BM SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensle 225 Broadway Suite 1600 San Diego, CA 92101 United States r Tel 619.557.2500 Fax 619.557.2520 ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.08.30 50% CONSTRUCTION DOCUMENTS 2011.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q(DFESS/pNq� 4PL& No.33 2 Exp.12-31-23 JJ9lsTRUCT \3 F OF CAL�F� SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description STRUCTURAL DETAILS Scale 1 If = 1 r—Off LO 00 N N O N O G B EDGE BEAM SUPPORTED AT END OF OUTRIGGER BEAM (CONNECTOR INVERTED) C6 G B A EDGE BEAM SUPPORTED AT END OF OUTRIGGER BEAM 4 GR S08103 © 2015 Gensler O STL BERM ASSEMBLY ROOF EDGE ROOF EDGE ROOF EDGE ROOF EDGE ROOF EDGE PER 21 BN FE3N STEEL OUTRIGGER BEAM BN @ BLKG FE3N PANEL BN BN @ BLKG PANEL BN —� BN @ BLKG PANEL --_________________ WEB STIFFENERS WEB STIFFENERS EA, SIDE PER 11E3 EA. SIDE PER 11E3 1 3/4" LSL 1 3/4'' LSL i 1 3/4'' LSL 00.2 WOOD BEAM 00.2 CLOSURE i CLOSURE m ! GLOSURE GONT THRU GONT THRU m (MATCH JOISTS (MATCH JOISTS (MATGH JOISTS DEPTH) DEPTH) ��i DEPTH) _____ _____= JOISTS DIREGTION JOISTS DIREGTION JOISTS JOISTS JOISTS AS OGGURS AS OCCURS BLKG PANEL BLKG PANEL BLKG PANEL WOOD OUTRIGGER BEAM (2) A55 EA. SIDE @ 48" O.G. PER 11B @ 48" O.G. PER 11B @ 48" O.G. PER 11B (2) A35 EA. SIDE 00.2 00.2 00.2 B A B A EDGE CLOSURE CONT. AT OUTRIGGER BEAM 13 EDGE CLOSURE AT PARALLEL JOISTS 9 STRUCT EDGE BEAM AT PARALLEL JOISTS 1 ROOF ROOF ROOF ROOF ROOF EDGE EDGE EDGE EDGE EDGE STL BEAM ASSEMBLY BN BN BN BN BN PE R 21 Rol F � � � � -------------------- WEB STIFFENER WEB STIFFENER 1 5/4'' LSL - N I 1 3/4'' LSL - N m i 1 3/4'' LSL WOOD BEAM EA SIDE (WHERE REQ'D) EA SIDE (WHERE REQ'D) CLOSURE (MATGH JOISTS DEPTH) CLOSURE (MATGH JOISTS DEPTH) m i� i CLOSURE (MATGH JOISTS DEPTH)0.2------------------ SEE 11E3 SEEO END OF JOISTS DIRECTION AS OCCURS END OF JOISTS DIRECTION AS OCCURS JOISTS L L JOISTS JOISTS OUTRIGGER OUTRIGGER BEAM WOOD OUTRIGGER BEAM STEEL OUTRIGGER IUS HANGERS LUS HANGERS SDS 1/4x3 1/2 @ 8" O.G. LUS HANGERS BEAM BEAM T 4 B @ JOIST HANGERS (2) A35 EA. SIDE (2) A35 EA. SIDE B A B A EDGE CLOSURE SUPPORTED AT END OF OUTRIGGER BEAM 14 EDGE CLOSURE AT OUTRIGGER JOISTS 10 STRUCTURAL EDGE BEAM AT PERP. JOISTS 2 ROOF ROOF EDGE EDGE F BN BN -------1--�— INVERTED WEB STIFFENER i �- 1 3/4'' LSL EA SIDE Eli Z GLOSURE (WHERE REQ'D) (MATGH JOISTS SEE DEPTH) 115 -i i -- WOOD 0.2 BEAM JOISTS JOISTS IUS HANGER IUS HANGER (INVERTED) (INVERTED) NOT USED NOT USED NOT USED B A B A EDGE CLOSURE AT OUTRIGGER JOISTS EDGE CLOSURE SUPPORTED AT END OF OUTRIGGER BEAM (CONNECTORS INVERTED) 15 (CONNECTORS INVERTED) 11 STRUCTURAL EDGE BEAM AT PERP. JOISTS (CONNECTORS INVERTED) 3 20 16 12 8 4 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.08.30 50% CONSTRUCTION DOCUMENTS 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q�OFESS/pNq�F No.33 2 Exp.12-31-23 JJ9lsTRUCT \3 F OF CAL�F� SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description STRUCTURAL DETAILS Scale 1 If = 1'-011 GR S08104 © 2015 Gensler co I I I I I I ALT: LOCATE STRAP OVER ALT: LOCATE STRAP OVER 5HT6 ON TOP 5HTG ON TOP I 5NU0 CONTACT I AT FACE OF COL. TYP. I I o° o° EQ. � i EQ. STRAP PER PLAN 5EE 2 STRAP PER PLAN 5EE 2 DBL. TOP 0.10 0.10 PLATE, TYP. i STRAP PER PLAN. � i 5EE i 2 STEEL COL. 0.10 (5T-1 MIN.) B A HORIZ. STRAP AT COL THRU TOP PLATE 9 HORIZ. STRAP AT WOOD BEAM TO WOOD BEAM 1 COILED STRAP ii FULL DEPTH L5L PER PLAN @ ii AT EACH STRAP EA. 51DE OF BM. (EXTEND FOR ONE SEE ii FULL J015T SPAN, UON) B.N. FULL LENGTH OF BEAM 3 0.10 i� B.N. AT ROOF 5HT6 ii TO TOP OF L5L ii ________ _______ ii ii— — — — — — — — — — — — — — — — — — — — — — STEEL BEAM A55EMBLY WOOD BEAM PER PLAN BEAM PER PER 21 END LENGTH ii END LENGTH (WHERE OCCUR5) PLAN PER SGHED. ii PER 5CHED. DBL. TOP O 2 1 PLATE STRAP LENGTH STRAP PER PLAN ii PER PLAN FULL DEPTH SEE 2 ii L5L BLOCKING Ea. iie Ea. Ar JOISTS JOISTS PARALLEL JOISTS PARALLEL A A REFLECTED PLAN B.N. AT ROOF 5HTG TO TOP OF L5L B.N. FULL LENGTH OF BLKG COILED STRAP ii JOISTS FULL DEPTH L5L PER PLAN @ ii AT EACH STRAP EA. SIDE OF BM. (EXTEND FOR FULL J015T SPAN) Lii FULL DEPTH VL L5L BLOCKING -- — — — — — — — DBL. TOP PLATE ii— — — — — — — — — — — — ------ — — — COILED STRAP PER PLAN 5EE 3 STEEL BEAM A55EMBLY ii WOOD BEAM END LENGTH 0.10 PER 21 END LENGTH PER SGHED. ii PER PLAN (WHERE OCCUR5) PER SGHED. 0.2 1 ii STRAP LENGTH �� STRAP LENGTH Aq PER PLAN ii PER PLAN JOISTS PERPENDICULAR JOISTS PERPENDICULAR B B REFLECTED PLAN COILED STRAP AT END OF WALL 11 COILED STRAP AT STEEL BEAM TO WOOD FRAMING 3 COILED STRAP PER PLAN STRAP LENGTH CONT CONT L5L CONT CONT 1 5/4'' L5L 5EE 3 PER PLAN 2x BLK'G J015T IN LIEU 2x BLKG FULL HT BLKG v OF TJI 0.10 O END LENGTH PER 5CHED. B.N� B.N� �77- LCONT. DBL. TOP PLATE 4x BLKG 16d MATCH BN BLK PANEL @ 45" O.G. 16d MATCH BN JOISTS EA. SIDE PER 11B 0.2 3" WIDE STRAP 3" WIDE STRAP PER PLAN PER PLAN JOISTS PARALLEL JOISTS PERPENDICULAR B B SHEAR WALL COILED STRAP AT STEP IN TOP OF WALL 12 ADD'L BLKG AT WIDE STRAP 4 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q�OFESS/pNq�F No.33 2 Exp.12-31-23 JJ9lsTRUCT \3 F OF C NO SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description STRUCTURAL DETAILS Scale 1 If = 1'-011 GR S08106 © 2015 Gensler O FOR ITEMS NOT NOTED SEE 9A - 5'' MIN. EMBED AT WALL ANCHOR PA18 WALL ANGHOR /71 @ 48" O.G. (MAX.) 2 BAYS 4X8 BLK6. AT (2)-#5 GONT. CHORD BARS (LAP = 2'-8") PA15 WALL ANCHOR B.N. @ 48" O.G. (MAX.) WALL ANCHOR - #4 EXTENDED 6" H3 @ 24" PAST ADJAGENT H2A @ 32 TO JOISTS VERTICAL B.N. TO STUDS REINFORCEMENT N Z (4)-10d EA. BLK B.N. N 16d @ 6" MSTA24 @ 48" EACH END (LOCATE IN BLOGK 4x JOIST PER PLAN TO BLK6 A55EA. END GOARSE IMMEDIATELY AT WALL ANCHOR 2X GONT. 5LK6 EA, BLK6. BELOW WALL ANCHOR) E.N. `t - 'U' TYPE HANGER - - - E.N. 4x8 LEDGER w/ 5/4" - A.B. @ 24" O.G. GONT 2X6 BLK6 2x8 @ 521, (2) 16d EA. STUD GONT. 2x8 LEDGER 16d @ 6" GONT. 2x8 U HANGER LEDGER JOISTS JOISTS PARALLEL PERPENDIGULAR B A WALL PARALLEL TO JOISTS WALL PERPENDICULAR TO JOISTS B A 9A 9 BALLOON WALL 1 8" GMU Ea. Ea. W/ #5(\/) @ 24" 10A #5(H) @ 24" REINF. PER (LAP (H) BARS 2'-8') DOWELS TO MATCH 1'-6" MIN. M WALL REINF LAP STRUT (2) LTP5 'A35' 8' 8„ EA. SIDE GMU Z HARDSGAPE X (L 11 GONG. 7++ WHERE OGGURS J Ea. Ea. m SLAB -ON -GRADE PER PLAN EA. SIDE a rrr Tr i— I 777771 ,,III III 6X STRUT BG GAP PER PLAN T4B — — — o ' — 1B LEDGER PER I I III I 4 . a a III III III �ii . IIIIIIII,,.III- ii y`n 4 O, 4 Q M LU 4 a 4 I a min 4 * 04 Q. < v- L O 44 (T1 3 (5)-#5 GONT v GLR. EXTEND 2'-6" ALT. BENDS INTO PAD FT65. INTERIOR PERIMETER B A 10(:D 4'-0" (MIN.) BLK'& PANELS BN AT BLK'6 BEAM 2x FLAT BLK'6 BN AT BLK'6 BEAM 2x BLK'6 @ 24" O.G. PANELS PER PLAN @ 24'' O.G. PANELS PER PLAN W/ A55 EA. END BN BN � iL -. d _ 11" (MIN.) CS STRAP ii JOISTS BLK'& PANEL JOISTS TO LAST BLK'& BLK'& PANEL Ea. Ea. PARALLEL Oil (MSiTA) @ 24" O.G. 11 B EA SIDE PER Ea. ii Ea. PARALLEL (MSTA) @ 24" O.G. 11B &LAZING 0.2 GLAZING EA SIDE PER 0.2 ° SYSTEM ii SYSTEM MSTA24 @ EA. BLK& PANEL, BENT G516 @ EA. BLK6, AROUND BEAM BENT AROUND BEAM FRAMING OVER GR2 WITH TALL DRAPERY & GR3 ENTRY GLAZING SYSTEM POCKET r(OD7 FRAMING OVER WITH DRAPERY 3 GLAZING SYSTEM POCKET 3 NOT USED 12 NOT USED L NOT USED 4 SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States ACOFFMAN ENGINEERS 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 www.coffman.com 0 Date Description 2019.09.23 PERMIT SET 2019.11.01 GMP SET A 2019.11.01 CYCLE 1 REVISIONS B 2020.02.14 CD - PERMIT 3RD CYCLE/GMP 1 2020.09.08 ISSUE FOR CONSTRUCTION 2 2021.08.27 BULLETIN #1 3 2022.04.29 BULLETIN #2 3. 2022.08.19 BULLETIN #2 Seal / Signature Q�OFESS/pNq�F �C3 F AMU �G2 No.33 2 Exp.12-31-23 JJ9lsTRUCT \3 F OF CAL�F� SIGNED: 02-14-20 Project Name NO: 177059 MONTAGE GUESTROOMS Project Number 55.7598.221 Description STRUCTURAL DETAILS Scale 1 If = 1'-011 GR S08111 © 2015 Gensler