The URL can be used to link to this page

FCMP2019-0012 SilverrockProject Details PROJECT NUMBER F City of La Qu i nta FCM P2019-0012 Description: SILVERROCK / PA-6 PENDRY BRANDED RESIDENTIAL APN:777490046 Status: WITHDRAWN Type: FIRE CONSTRUCTION MASTER PLAN Status Date: 12/19/2019 Subtype: OTHER Applied: 11/1/2019 Address: 79179 AHMANSON LN Approved: City, State, Zip: LA QUINTA,CA92253 Closed: 9/22/2020 Project Manager: Expired: Details: PERMIT LINKED TO SILVER ROCK ADDRESS UNTIL ADDRESS LINKED TO APN:777-490-046 DAYS REVIEWS 4 ACTIONS 2 INSPECTIONS 101011QIIIs] ►R CASE OPEN OPEN COMPLETED CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE KOHL HETRICK 12/9/2019 12/9/2019 Emailed correction items to applicant. NOTE KOHL HETRICK 1/9/2020 1/9/2020 Sam Chan provided revised AMMR Letter and Water/Sewer plans for reference. See Attachments for current 2nd Submittal Documents Male]• •► e NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT BAR ARCHITECTS 315 WEST 9TH STREET SUITE 500 LOS ANGELES CA 90017 OWNER CITY OF LA QUINTA P O BOX 1504 LA QUINTA CA 0 Printed: Thursday, March 02, 2023 2:11:03 PM 1 of 5 CENTRALSQLIARE Project Details PROJECT NUMBER F City of La Qu i nta FCM P2019-0012 �VI'T4� CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 3 $483.00 $0.00 Total Paid for FIRE FEES: $483.00 $0.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $0.00 MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $0.00 TECHNOLOGY 502-0000-43611 0 $5.00 $0.00 ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00 0• 00 $0.00 1:141101LIM INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED RESULT REMARKS —7 DATE NOTES REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE The request is for the AHJ to accept a building design where a single means of egress is provided from the 2nd story, 3rd story and occupiable roof level. This particular design component is in conflict with CBC Table 1006.3.2(2). The AM&M Application references this code section but the summary Request does not. The AM&M Request gives the impression that designing the fire sprinkler systems per NFPA 13 in lieu of NFPA 13R is an enhancement or alternative. This is misleading because the fire sprinkler systems for these proposed buildings shall be designed to NFPA 13 based on the CBC Printed: Thursday, March 02, 2023 2:11:03 PM 2 of 5 CENTRALSQLIARE Project Details PROJECT NUMBER F City of La Qu i nta FCM P2019-0012 �VI'T4� 1ST FIRE (3WK) KOHL HETRICK 11/1/2019 11/29/2019 12/9/2019 REVISIONS REQUIRED SEE NOTES requirement related to allowable building height and number of stories. (CBC Table 504.3 and Table 504.4) Only the proposed increased design density from Light Hazard to Ordinary Hazard Group 1 is considered an enhancement or alternative. The AM&M request shall be revised to clarify this. The proposal of providing emergency rescue windows within each sleeping room as an enhancement or alternative shall be clarified. CBC section 1030 requires emergency rescue openings for sleeping rooms in this type of occupancy with certain exceptions. The AM&M request shall clarify which CBC exceptions apply, thereby making the providence of emergency rescue openings an alternative or enhancement. The proposal is for emergency escape windows, however, the building plans show what appear to be access doors to exterior balconies. Furthermore, the AM&M narrative shall mention that the exterior grade and landscaping adjacent to the buildings shall be such to enable the use of fire department ground ladders to access the emergency rescue openings. Although the fire alarm system design may not be considered an enhancement or alternative, the AM&M request shall specify the specific type of fire alarm system to be provided for these buildings. (i.e. CFC 907.2.8.1 - Manual fire alarm system that activates the occupant notification system) "The excel spreadsheet we developed states the maximum distance from the fire apparatus access road to the furthest exterior wall of the buildings is 180 feet. Please confirm if this is accurate information. If so, then I don't believe this Printed: Thursday, March 02, 2023 2:11:03 PM 3 of 5 CENTRALSQLIARE Project Details PROJECT NUMBER F FCM P2019-0012 City of La Qu i nta distance warrants any additional enhancements." This is the "hose -lay distance" around all exterior portions of the structures from the nearest Fire Access. 1ST PERMIT PERMIT TECH 11/1/2019 11/4/2019 11/1/2019 COMPLETE CREATED PER FIRE REQUEST TECHNICIAN (1DAY) BUCKET ESGIL HAS COMPLETED THEIR REVIEW OF THE PROJECT AND HAS CONSIDERED THE ALTERNATIVES, THIS ALONG WITH THE 2ND BLDG (2WK) AJ ORTEGA 12/26/2019 1/9/2020 2/13/2020 REVISIONS REQUIRED CONSULTING FIRM INTERWEST, AND INCLUDING THE BUILDING OFFICIAL REVIEW OF THE REQUEST, EXITS ARE NOT ALLOWED TO BE REMOVED. KOHL FIRE SUPPORTS BUILDING OFFICIAL IN THE 2ND FIRE (3WK) 12/26/2019 1/10/2020 9/22/2020 REVISIONS REQUIRED BLDG DENIED AM&M DENIAL OF THE AM&M AFFECTING BUILDING HETRICK EGRESS REQUIREMENTS ei ZUVA FA I Lei Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST SUBMITTAL 191030 AMandM AMandM Application DOC 11/1/2019 AARON HICKSON Silver Rock Resort Application_SilverRockR 0 esort_PendryResidences Pendry Residences Stamped _Stamped.pdf 1ST SUBMITTAL Silver 191030—Silver DOC 11/1/2019 AARON HICKSON Rock Pendry Residences Rock_Pendry 0 AMMR Residences-AMMR.pdf DOC 11/1/2019 AARON HICKSON 1ST SUBMITTAL Silver SLSCA1178 - Silver Rock 0 Rock AMMR Letter AMMR Letter.pdf 191030 AMandM DOC 12/26/2019 KOHL HETRICK 2ND SUBMITTAL Application_SilverRockR 0 AMandM Application esort PR Stamped.pdf Printed: Thursday, March 02, 2023 2:11:03 PM 4 of 5 CENTRALSQLIARE Project Details PROJECT NUMBER F FCM P2019-0012 City of La Qu i nta Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 191218_Silver DOC 12/26/2019 KOHL HETRICK 2ND SUBMITTAL - ARCH Rock_Pendry 0 PLANS Residences-ARCH.pdf DOC 1/9/2020 KOHL HETRICK 2ND SUBMITTAL - Fire Water Sewer 0 WATER AND SEWER.pdf Exhibit 2020-01-08.pdf SLSCA1178 - Silver Rock 2ND SUBMITTAL - DOC 1/9/2020 KOHL HETRICK AMMR LETTER - AMMR 0 Request_Revised_01072 REVISED.pdf O.pdf Printed: Thursday, March 02, 2023 2:11:03 PM 5 of 5 CENTRALSOUARE - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .M_ 7I A / /1 /1 A T\ I a / / 1 \ \ 1 I I 1 LEGEND PROPOSED BUILDINGS PROPOSED SIDEWALKS PROPOSED FIRE ACCESS PROPOSED 150' HOSE PULL HOSE PULL UNCOVERED AREA PROPOSED FIRE TRUCK CL PROPOSED FIRE TRUCK FOR PATH OF TRAVEL PROPOSED FIRE TRUCK PATH OF TRAVEL S PROPOSED SEWER MAIN W PROPOSED WATER MAIN S PROPOSED PRIVATE SEWER MAIN W PROPOSED PRIVATE WATER MAIN F PROPOSED PRIVATE FIRE SERVICE FIRE HYDRANT ASSEMBLY ® GATE VALVE OR BUTTERFLY VALVE — W— EXISTING WATER MAIN — S — EXISTING SEWER MAIN — U — EXISTING UTILITIES: GAS, TELEPHONE, TV, ETC. WATER SERVICE I` SEWER LATERAL ® DETECTOR CHECK ® FIRE DEPARTMENT CONNECTION AND POST INDICATOR VALVE O PROPOSED CLEAN OUT Q PROPOSED MANHOLE PROPOSED WATER SERVICE WITH BACKFLOW DEVICE �® REDUCER VALVE AND BLOW —OFF ASSEMBLY PROPOSED REDUCER o R � 0' 30' 60' 90' 120' SCALE 1 "=30' a 0" u f 11 u G�J 0 N �W a \A A \ \ \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \\\ \\\ \ \\ \ \ \ \ \\\ \ \\ \ \ I r MSA CONSULTING, INC. v PLANNING > CIVIL ENGINEERING > LAND SURVEYIN4 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com MASTER WATER SEWER AND FIRE EXHIBIT November 26,2019 PENDRY RESIDENCES/CLUBHOUSE - SILVERROCK C O P Y R I G H T© 2019 BAR architects PEPIDRY BRANDED RES DEPICES La Guinta, CA 92253 PROJECT TEAM ■ OWNER: ■ ARCHITECT: ■ CIVIL ENGINEER: ■ LANDSCAPE ARCHITECT: ■ STRUCTURAL ENGINEER: ■ MECHANICAL ENGINEER: ■ PLUMBING ENGINEER: ■ FIRE SUPPRESSION ENGINEER: ■ ELECTRICAL ENGINEER: ■ ELEVATOR CONSULTANT: SILVERROCK DEVELOPMENT COMPANY BAR ARCHITECTS CONSULTANT TO OWNER BURTON STUDIO GOUVIS ENGINEERING CONSULTING GROUP GOUVIS ENGINEERING CONSULTING GROUP GOUVIS ENGINEERING CONSULTING GROUP NP MECHANICAL, INC. GOUVIS ENGINEERING CONSULTING GROUP EDGETT WILLIAMS CONSULTING GROUP 79-179 AHMANSON LN 901 BATTERY STREET, SUITE 300 MSA CONSULTING, INC. 307 S CEDROS AVE 15 STUDEBAKER 15 STUDEBAKER 15 STUDEBAKER P.O. BOX 309 15 STUDEBAKER 102 EAST BLITHEDALE AVE SUITE 1 LA QUINTA, CA 92253 SAN FRANCISCO, CA 94111 34200 BOB HOPE DR SOLANA BEACH, CA 92075 IRVINE, CA 92618 IRVINE, CA 92618 IRVINE, CA 92618 CORONA, CA 92878 IRVINE, CA 92618 MILL VALLEY, CA 94941 TEL: 760.634.6543 TEL: 415.293.5700 RANCHO MIRAGE, CA 92270 TEL: 858.794.7204 TEL: 949.752.1612 TEL: 949.752.1612 TEL: 949.752.1612 TEL: 951.667.9040 TEL: 949.752.1612 TEL: 415.388.1880 CONTACT: ROBERT GREEN, BILL ENGLE CONTACT: EARL WILSON TEL: 760.230.9811 CONTACT: PATRICK BALDWIN CONTACT: HUAN NGUYEN CONTACT: DAVID GANYO CONTACT: LARRY CAVANAUGH CONTACT: MARTY MARTINEZ CONTACT: MEHDI HOSSEINZADEH CONTACT: THOM CHIARAMONTE EMAIL: INFO@THEROBERTGREENCOMPANY.COM EMAIL: EWILSON@BARARCH.COM CONTACT: JULIAN DE LA TORRE EMAIL: PATRICK@BURTONSTUDIO.COM EMAIL: HNGUYEN@GOUVISGROUP.COM EMAIL: DGANYO@GOUVISGROUP.COM EMAIL: LCAVANAUGH@GOUVISGROUP.COM EMAIL: MARTY.MARTINEZ@RICESERVICEINC.COM EMAIL: MEHDI@GOUVISGROUP.COM EMAIL: THOM@EWCG.COM EMAIL: JDELATORRE@MSACONSULTINGINC.COM ■ TITLE 24 AND SUSTAINABILITY CONSULTANT: ■ TELECOM AND LOW VOLTAGE CONSULTANT GOUVIS ENGINEERING CONSULTING GROUP ULTIMATE COMMUNICATION SYSTEMS 15 STUDEBAKER 2579 WEST WOODLAND DRIVE IRVINE, CA 92618 ANAHEIM, CA 92801 TEL: 949.752.1612 TEL: 714.484.3101 CONTACT: JOYCE LEE CONTACT: ROBERT BOHAN EMAIL: JOYCE@GOUVISGROUP.COM EMAIL: RBOHAN@UCOMSYS.COM ■ ACOUSTICAL CONSULTANT: CHARLES M SALTER ASSOCIATES, INC 130 SUTTER ST, 5TH FLOOR SAN FRANSICO, CA 94104 TEL: 415.397.0454 CONTACT: CHARLES SALTER EMAIL: CHARLES.SALTER@CMSALTER.COM ■ CODE CONSULTANT: SLS FIRE INC 555 W 5TH ST SUITE 34031 LOS ANGELES, CA 90013 TEL: 714.330.2181 CONTACT: ANDREW THUL EMAIL: ATHUL@SLSFIRE.COM ■ WATERPROOFING CONSULTANT: AQUATECH 1 COMMERCIAL BLVD, STE 201 NOVATO, CA 94949 TEL: 415.884.2121 CONTACT: EDWARDO CARRANZA EMAIL: EDUARDO@NOLEAK.COM ■ AQUATIC CONSULTANT: AQUA DESIGN INTERNATIONAL 7534 N LA CHOLLA BLVD TUSCAN, AZ 85741 TEL: 520.219.8929 CONTACT: KEN PAULSON EMAIL: KEN@AQUADESIGN.NET ■ GEOTECHNICAL CONSULTANT: SLADDEN ENGINEERING 45090 GOLF CENTER PARKWAY, SUITE F INDIO, CA 92201 TEL: 760.863.0713 CONTACT: BRETT ANDERSON EMAIL: BANDERSON@SLADDENENGINEERING.COM ■ DRY UTILITIES CONSULTANT: NV5 26835 JEFFERSON AVENUE SUITE A MURRIETA, CA 92562 TEL: 951.538.7233 CONTACT: LEANNA THRANE EMAIL: LEANNA.THRANE@NV5.COM ■ LIGHTING CONSULTANT: RON NEAL LIGHTING DESIGN 527 N HWY 101 SUITE A SOLANA BEACH, CA 92075 TEL: 760.942.4240 CONTACT: RON NEAL EMAIL: RON@RNLD.COM PR-G0.00 - COVER SHEET 4 U v m 0 N C O U U Q' CD CD CD T CD w M 0 a a oC�? M x o N 0 U o L ARCHITECTURAL ABBREVIATIONS # NUMBER / POUND GM & AND GR GSF A/C AIR CONDITIONER / GSM CONDITIONING GYP ACC ACCESS / ACCESSIBLE ACOUS ACOUSTICAL HB ACT ACOUSTICAL CEILING TILE HC AD AREA DRAIN HDBD ADDL ADDITIONAL HDG ADJ ADJUSTABLE HDR ADJAC ADJACENT HDW AFF ABOVE FINISH FLOOR HDWD AGGR AGGREGATE HM AHJ AUTHORITY HAVING HORIZ JURISDICTION HR AHU AIR HANDLING UNIT HRA ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED HSS APPROX APPROXIMATE ARCH ARCHITECT / HT ARCHITECTURAL HVAC ASPH ASPHALT / ASPHALTIC AWRB AIR & WATER RESISTIVE BARRIER ID IN BD BOARD INCL BFP BACKFLOW PREVENTER INFO BITUM BITUMINOUS INSUL BLDG BUILDING INT BLKG BLOCKING BM BEAM JAN BO BOTTOM OF JST BR BEDROOM JT BSMT BASEMENT BTWN BETWEEN KIT BUR BUILT UP ROOF LAM CABT CABINET LAV CEM CEMENT / CEMENTITIOUS LB CER CERAMIC LIN CIP CAST IN PLACE LT CJ CONTROL JOINT CLG CEILING M CLKG CAULKING MAINT CLOS CLOSET MATL CLR CLEAR / CLEARANCE MAX CMU CONCRETE MASONRY UNIT MB CNTR COUNTER MC COL COLUMN MDF CONC CONCRETE COND CONDITION MDO CONN CONNECTION CONSTR CONSTRUCTION MECH CONT CONTINUOUS MEMBR CONTR CONTRACTOR MFR CORR CORRIDOR MIN CPT CARPET MISC CT CERAMIC TILE MTD CTR CENTER MTL CTSK COUNTERSINK (N) D DRYER N DBL DOUBLE NC DEMO DEMOLISH / DEMOLITION NIC DF DRINKING FOUNTAIN NO DIA DIAMETER NOM DIM DIMENSION NSF DN DOWN NTS DR DOOR DS DOWNSPOUT OC DTL DETAIL OD DU DWELLING UNIT OFCI DW DISHWASHER DWG DRAWING OFOI DWR DRAWER OLF (E) EXISTING OPNG E EAST OPP EA EACH EJ EXPANSION JOINT P EL ELEVATION PERIM ELEC ELECTRICAL PL ELEV ELEVATOR PLAM EMER EMERGENCY PLAS ENCL ENCLOSE/ENCLOSURE PLYWD EPB ELECTRICAL PANEL BOARD PNL EQ EQUAL PNT EQUIP EQUIPMENT PREF EXP EXPANSION PSI EXT EXTERIOR PT PTD F FREEZER PTN FA FIRE ALARM FAF FLUID -APPLIED FLASHING R FD FLOOR DRAIN / FIRE RA DEPARTMENT RAD FDC FIRE DEPARTMENT RB CONNECTION RC FE FIRE EXTINGUISHER RCP FEC FIRE EXTINGUISHER RD CABINET REF FFE FINISHED FLOOR REFL ELEVATION REG FIN FINISH / FINISHED REINF FIXT FIXTURE REQD FL FLOOR RESIL FLASH FLASHING REV FLUOR FLUORESCENT FO FACE OF RM FOC FACE OF CONCRETE RO FOF FACE OF FINISH ROW FOS FACE OF STUD RWD FR FRAME RWL FRP FIBERGLASS REINFORCED PLASTIC S FRT FIRE RETARDENT TREATED SA FSD FIRE SMOKE DAMPER SAF FT FOOT / FEET SBL FTG FOOTING SC FURR FURRED / FURRING SCD SCHED GA GAUGE SD GALV GALVANIZED SEAL GD GARBAGE DISPOSAL SECT GEN GENERAL SED GFCI GROUND FAULT CIRCUIT INTERRUPTER SEP GFRC GLASS FIBER REINFORCED SF CONCRETE SG GL GLASS SHR GM GAS METER SHT GAS METER SHTG GRADE SIM GROSS SQUARE FEET Si GALVANIZED SHEET METAL SL GYPSUM SLID HOSE BIBB SMD HOLLOW CORE HARDBOARD SMS HOT DIPPED GALVANIZED SOG HEADER SP HARDWARE SPD HARDWOOD SPEC HOLLOW METAL SPF HORIZONTAL HOUR SO HOT FLUID APPLIED SSD RUBBERIZED ASPHALT WATERPROOFING SSTL HOLLOW STRUCTURAL ST SECTION STC HEIGHT HEATING VENTILATING & STD AIR CONDITIONING STL STN INSIDE DIAMETER STOR INCH STRUCT INCLUDE / INCLUDING INFORMATION SV INSULATION / INSULATING SW INTERIOR SYM SYS JANITOR JOIST T JOINT T&G TC KITCHEN TEL LAMINATE TEMP LAVATORY THK POUND TO LINEN CLOSET / LINEAR TOC LIGHT TOP TOS MICROWAVE TPO MAINTAIN/MAINTENANCE MATERIAL TRANS MAXIMUM TW MACHINE BOLT TYP MEDICINE CABINET MEDIUM DENSITY UON FIBERBOARD MEDIUM DENSITY OVERLAY VAR MECHANICAL VCT MEMBRANE VEN MANUFACTURER VERT MINIMUM VEST MISCELLANEOUS VGDF MOUNTED METAL VIF VOL NEW VP NORTH NOISE CONTROL NOT IN CONTRACT W NUMBER W/ NOMINAL W/D NET SQUARE FEET W/0 NOT TO SCALE WC ON CENTER WD OUTSIDE DIAMETER WDW OWNER FURNISHED WH CONTRACTOR INSTALLED WP OWNER FURNISHED WPM OWNER INSTALLED WR OCCUPANT LOAD FACTOR WRB OPENING OPPOSITE WT WUI PANTRY PERIMETER PLATE PLASTIC LAMINATE PLASTER PLYWOOD PANEL PAINT PREFINISHED PER SQUARE INCH PRESSURE TREATED PAINTED PARTITION RISER / REFRIGERATOR RETURN AIR RADIUS RESILIENT / RUBBER BASE RESILIENT CHANNEL REFLECTED CEILING PLAN ROOF DRAIN REFERENCE REFLECTED REGISTER REINFORCED REQUIRED RESILIENT REVISION / REVISED / REVERSED ROOM ROUGH OPENING RIGHT OF WAY REDWOOD RAIN WATER LEADER SOUTH SUPPLY AIR SELF -ADHERED FLASHING SETBACK LINE SOLID CORE SEE CIVIL DRAWINGS SCHEDULE STORM DRAIN SEALANT SECTION SEE ELECTRICAL DRAWINGS SEPARATE / SEPARATION SQUARE FEET SEMI -GLOSS SHOWER SHEET SHEATHING SIMILAR SEISMIC JOINT SLIDING SEE LANDSCAPE DRAWINGS SEE MECHANICAL DRAWINGS SHEET METAL SCREWS SLAB ON GRADE STANDPIPE SEE PLUMBING DRAWINGS SPECIFICATION / SPECIFIED SPRAY POLYURETHANE FOAM SQUARE SEESTRUCTURAL DRAWINGS STAINLESS STEEL STONE SOUND TRANSMISSION CLASS STANDARD STEEL STAI N STORAGE STRUCTURAL/STRUCTURE SUSP SUSPENDED SHEET VINYL SHEAR WALL SYMMETRICAL SYSTEM TREAD / TRASH TONGUE AND GROOVE TOP OF CURB TELECOMMUNICATIONS / TELEPHONE TEMPERED THICK / THICKNESS TOP OF TOP OF CONCRETE TOP OF PLATE TOP OF STEEL THERMOPLASTIC POLYOLEFIN TRANSPARENT TOP OF WALL TYPICAL UNLESS OTHERWISE NOTED VARIES VINYL COMPOSITION TILE VENEER VERTICAL VESTIBULE VERTICAL GRAIN DOUGLAS FIR VERIFY IN FIELD VOLUME VENEER/VENETIAN PLASTER WEST / WASHER WITH WASHER / DRYER WITHOUT WALL COVERING / WATER CLOSET WOOD WINDOW WATER HEATER WATERPROOFING WATERPROOF MEMBRANE WATER-RESISTANT WATER -RESISTIVE BARRIER WEIGHT WILDLAND URBAN INTERFACE Indian Wells BUILDING ELEVATION NUMBER a 3 SHEET NUMBER A3.01 BUILDING VICINITY MAP Bermuda `h Dunes Indio Indian Palms Country Club & Resort o PROJECT SITE pFantnsy Springs Resort Casino m Coachella Augustine Casino Q SITE MAP PROJECT SITE KEY MAP n v �lG � F99 C�, v ARCHITECTURAL SYMBOLS KEYNOTE 08 51 13.01 (LONG FORM) KEYNOTE 08.01 (SHORT FORM) SECTION NUMBER a 3 3 PARTITION TAG \ SHEET NUMBER 3.11 SEE PARTITION SCHEDULE WALL LEGEND PZ T SECTION NUMBER a 3 SHEET NUMBER 3.31 DETAIL NUMBER 2 SHEET NUMBER 8.02 AREA REFERENCE DETAIL NUMBER •-•� 44.01�j SHEET NUMBER INTERIOR ELEVATION A NUMBER INTERIOR ELEVATION D 5 0 B LETTER SHEET NUMBER C /\ GRID TAG WORK POINT OR LEVEL 02 _ DIMENSION POINT 'r + 10,4, NEXT SHEET MATCH LINE REVISION NUMBER REVISION CLOUD REFERENCE NORTH N MATERIAL TAG P11 SHEET NOTE 1 ROOM NAME 'KITCHEN 101 � ROOM NUMBER APPLICABLE CODES & REGULATIONS 1. CALIFORNIA CODE OF REGULATIONS, TITLE 24, PUBLISHED BY THE CALIFORNIA BUILDING STANDARDS COMMISSION: • PART 2, "2016 CALIFORNIA BUILDING CODE" (CBC) • PART 3, "2016 CALIFORNIA ELECTRICAL CODE" (CEC) • PART 4, "2016 CALIFORNIA MECHANICAL CODE" (CIVIC) • PART 5, "2016 CALIFORNIA PLUMBING CODE" (CPC) • PART 6, "2016 CALIFORNIA ENERGY CODE" • PART 9, "2016 CALIFORNIA FIRE CODE" (CFC) • PART 11, "2016 CALIFORNIA GREEN BUILDING STANDARDS CODE" ALONG WITH ANY OTHER APPLICABLE CALIFORNIA STATE LAWS AND REGULATIONS OR WITH ANY OTHER APPLICABLE LOCAL MORE RESTRICTIVE PROVISIONS AND ADOPTED ORDINANCES THAT APPLY TO THE CONSTRUCTION OF BUILDINGS. 2. CALIFORNIA CODE OF REGULATIONS, TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6 "ELEVATOR SAFETY ORDERS", PUBLISHED BY THE CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS, DIVISION OF INDUSTRIAL SAFETY. 3. NFPA 13 "STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS" (2013), PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATION 4. 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AS PUBLISHED BY THE DEPARTMENT OF JUSTICE SEPTEMBER 15, 2010. PROJECT DATA & CODE SUMMARY PROJECT ADDRESS: MULTIPLE ADDRESSES (SEE A1.01), LA QUINTA, CA 92253 ASSESSOR'S PARCEL NO.: 77-490-046 ZONING: TOURIST COMMERICAL (CT) LOT AREA: 10.33 ACRES PROJECT DESCRIPTION 3 STORIES WITH ROOF DECK - 11 IDENTICAL BUILDINGS GARAGES CONSTRUCTION TYPE: TYPE V-B SPRINKLERED: FULLY SPRINKLERED NFPA13 OCCUPANCY GROUP(S): R1 STORIES / HEIGHT ALLOWED: 3 STORIES / 60'-0" STORIES / HEIGHT PROPOSED: 3 STORIES / 47'-0" BUILDING AREA ALLOWED 17,780 SF BUILDING AREA PROPOSED: 15,089 SF PARKING PROPOSED: 112 SPACES (INCLUDING 11 VAN ACCESSIBLE SPACES) N PARKING CALCULATIONS PARKING REQUIREMENTS FOR PA 10A. PER SDP2016-0009 REQUIRED PROVIDED 2.5 SPACES PER 4 SLEEPING QUARTERS 55 GARAGED SPACES (EV CAPABLE) (2.5/4) X 44 = 27.5 SPACES z� 28 SPACES 56 UNCOVERED SPACES 2 SPACES PER 3 SLEEPING QUARTERS (INCLUDING 11 VAN ACCESSIBLE SPACE, 1 ACCESSIBLE SPACE, 18 EV SPACES) 2/3 X 99 = 66 SPACES 112 TOTAL SPACES 1.5 SPACES PER 2 SLEEPING QUARTERS 1.5/2 X 22 =16.5 z 17 SPACES 55 GARAGED GOLF -CART SPACES 111 TOTAL SPACES PROJECT PARCEL PA6 .YJ HARDWARE GROUP r DOOR TAG 10k- 14 DOOR NUMBER WINDOW TAG Al LOUVER TAG LZ SPOT ELEVATION + V-6" FLOOR FINISH TRANSITION PROPERTY LINE CENTER LINE DEFERRED AHJ SUBMITTALS 1. INTERIOR AND EXTERIOR STEEL STAIRS 2. AUTOMATIC FIRE SPRINKLER SYSTEM 3. FIRE ALARM SYSTEM 4. LOW VOLTAGE WIRING AND DISTRIBUTION SYSTEMS 5. SECURITY SYSTEM 6. SOLAR WATER HEATING SYSTEM 7. TENANT IMPROVEMENTS FOR SHELL SPACES 8. ROOF TRUSSES 9. PHOTOVOLTAIC SYSTEM 10. NON-LOADBEARING STEEL STUD FRAMING AND ELEMENTS 11. NON-STRUCTURAL ITEMS AND EQUIPMENT ANCHORAGE 12. GUARDS AT DECKS AND BALCONIES 13. WINDOW WASHING / BUILDING MAINTENANCE SYSTEM 14. EXTERIOR BUILDING IDENTIFICATION SIGNAGE 15. FOOD SERVICE EQUIPMENT 16. EMERGENCY GENERATOR 17. ELEVATOR EQUIPMENT AND INSTALLATION 18. FIRE SUPRESSION SYSTEM 19. POOL / SPA EQUIPMENT BUILDING GENERAL NOTES 1. THE INTENT OF THE DRAWINGS (WHICH ARE A PART OF THE CONTRACT DOCUMENTS) IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THESE DOCUMENTS DESCRIBE DESIGN INTENT, AND DO NOT INTEND TO SHOW EVERY ITEM REQUIRED TO CONSTRUCT THE WORK.THE INTENT OF THE DRAWINGS (WHICH ARE A PART OF THE CONTRACT DOCUMENTS) IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THESE DOCUMENTS DESCRIBE DESIGN INTENT, AND DO NOT INTEND TO SHOW EVERY ITEM REQUIRED TO CONSTRUCT THE WORK. 2. THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS, WHETHER COMPLETED OR PARTIALLY COMPLETED, INCLUDES LABOR, MATERIALS, EQUIPMENT AND SERVICES PROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S OBLIGATIONS. THIS MAY CONSTITUTE THE WHOLE OR PART OF THE PROJECT. 3. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND TOGETHER DESCRIBE THE PROJECT REQUIREMENTS. PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR BEFORE BIDDING AND PROCEEDING WITH THE WORK. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS, BETWEEN DRAWINGS AND SPECIFICATIONS, OR WITHIN THE SPECIFICATIONS, AND A RESOLUTION IS NOT OBTAINED FROM THE ARCHITECT PRIOR TO THE BIDDING DATE, THE MOST STRINGENT ALTERNATE WILL BECOME THE CONTRACTUAL REQUIREMENT. DO NOT PROCEED WITH AFFECTED WORK UNTIL THE DISCREPANCY HAS BEEN RESOLVED. 4. DETAILS AND NOTES ARE TYPICAL. SIMILAR DETAILS AND NOTES APPLY IN SIMILAR CONDITIONS. 5. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS. 6. PLAN DIMENSIONS ARE TO FACE OF CONCRETE, EDGE OF SLAB, FACE OF STUD, CENTERLINE OF GRID, CENTER OF DOOR, CENTER OF WINDOW OR CENTER OF PLUMBING FIXTURE, UNLESS OTHERWISE NOTED. 7. DOORS AND WINDOWS ARE DIMENSIONED TO CENTER LINES, UNLESS OTHERWISE NOTED. WHERE LOCATIONS ARE NOT DIMENSIONED, CENTER DOORS AND WINDOWS IN THE WALL OR PLACE 4 INCHES NOMINAL FROM THE FACE OF FRAME TO THE FACE OF FINISH AT ADJACENT PERPENDICULAR WALL, UNLESS OTHERWISE NOTED. 8. CHECK DIMENSIONS NOTED VIF PRIOR TO CONSTRUCTION. REPORT ANY VARIANCES TO THE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING. 9. INSTALL WORK TRUE, PLUMB, SQUARE, LEVEL AND IN PROPER ALIGNMENT. 10. VERIFY CLEARANCES FOR ITEMS INCLUDING BUT NOT LIMITED TO FLUES, VENTS, CHASES, SOFFITS AND FIXTURES BEFORE ANY CONSTRUCTION, ORDERING OR INSTALLATION OF SUCH ITEMS OF WORK. 11. INSTALL FIRE EXTINGUISHERS PER CODE. OBTAIN APPROVAL OF THE BUILDING AND FIRE DEPARTMENTS AND REVIEW OF THE ARCHITECT PRIOR TO INSTALLATION. 12. PROVIDE GYPSUM BOARD OR PLASTER BEHIND AND AROUND ALL OPENINGS INCLUDING WALL CABINETS, RECESSED FIRE HOSE VALVE AND FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS AND ELECTRICAL BOXES WHERE REQUIRED BY CODE TO MAINTAIN FIRE RATED CONSTRUCTION. 13. CONSTRUCTION REQUIREMENTS FOR EARTHWORK, UTILITIES, VEHICULAR AND PEDESTRIAN PAVING, AND LANDSCAPING ARE PROVIDED IN DRAWINGS AND SPECIFICATIONS PREPARED BY THE CIVIL ENGINEER AND THE LANDSCAPE ARCHITECT. SUCH ELEMENTS INDICATED ON THE ARCHITECT'S DRAWINGS ARE FOR REFERENCE ONLY. 14. INSTALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS, AND OTHER SUPPORT FOR APPLIANCES, FIXTURES, EQUIPMENT, SHELVING AND CASEWORK. SHEET INDEX ILE NO NAME 00 - GENERAL PR-G0.00 COVER SHEET • PR-G0.01 GENERAL INFORMATION • PR-G0.02 SHEET INDEX PR-G0.10 CODE ANALYSIS • PR -GO. 11 CODE ANALYSIS FLOOR PLANS • PR-G0.12 FLOOR AREA CALCULATIONS • PR-G0.21 ACCESSIBILITY COMPLIANCE DETAILS - RESIDENTIAL UNITS AND COMMON USE FACILITIES • PR-G0.24 CODE REQUIRED SIGNAGE • PR-G0.32 CALGREEN MANDATORY MEASURES -RESIDENTIAL • PR-G0.33 CALGREEN MANDATORY MEASURES -RESIDENTIAL • PR-G0.41 TITLE 24 FORMS MANDATORY MEASURES • PR-G0.42 TITLE 24 ENERGY COMPLIANCE FORMS • PR-G0.43 TITLE 24 ENERGY COMPLIANCE FORMS • 02 - CIVIL PR-C.10.0 CONCEPTUAL GRADING • PR-C.20.0 PRELIMINARY MASTER WATER, SEWER AND FIRE PLAN • 03 - LANDSCAPE PR-L-1.00 LANDSCAPE SITE PLAN • PR-L-5.01 LANDSCAPE DETAILS • 04 - ARCHITECTURAL PR-A1.01 SITE PLAN • PR-A1.11 SLAB PLAN & FLOOR PLAN • PR-A1.11 GARAGE - SLAB PLAN & FLOOR PLAN • PR-A1.12 ROOF PLAN & RCP • PR-A1.12 PR-A1.13 GARAGE - ROOF PLAN & RCP EXTERIOR ELEVATIONS • • PR-A1.13 GARAGE - EXTERIOR ELEVATIONS • PR-A1.14 BUILDING SECTIONS • PR-A1.14 GARAGE - BUILDING SECTIONS • PR-A2.01 SLAB AND FLOOR PLAN - LEVELS 1 • PR-A2.02 FLOOR PLAN - LEVELS 2-3 • PR-A2.03 ROOF PLAN • PR-A2.21 DOOR SCHEDULE • PR-A2.23 WINDOW TYPES • PR-A2.31 FINISH SCHEDULE PR-A3.01 ENLARGED EXTERIOR ELEVATION • PR-A3.02 ENLARGED EXTERIOR ELEVATION • PR-A3.03 ENLARGED EXTERIOR ELEVATION • PR-A3.04 ENLARGED EXTERIOR ELEVATION • PR-A3.12 AXONOMETRIC VIEWS BUILDING SECTIONS BUILDING SECTIONS • PR-A3.21 • PR-A3.22 • PR-A3.31 WALL SECTIONS • PR-A3.32 WALL SECTIONS • PR-A4.01 ENLARGED FLOOR PLAN • PR-A4.02 ENLARGED FLOOR PLAN • PR-A4.03 ENLARGED FLOOR PLANS • PR-A4.04 ENLARGED FLOOR PLAN • PR-A4.05 ENLARGED FLOOR PLAN • PR-A5.01 INTERIOR ELEVATIONS • PR-A5.02 INTERIOR ELEVATIONS - ADA • PR-A5.11 INTERIOR ELEVATIONS - LEVEL 01 PR-A5.21 INTERIOR ELEVATIONS - UNIT BATHROOMS PR-A5.22 INTERIOR ELEVATIONS - UNIT KITCHENS PR-A6.01 REFLECTED CEILING PLAN • PR-A6.02 REFLECTED CEILING PLAN • PR-A7.01 STAIR PLANS AND SECTIONS • PR-A7.11 ELEVATOR PLANS AND SECTIONS • PR-A7.21 STAIR DETAILS ELEVATOR DETAILS • PR-A7.31 • PR-A8.01 EXTERIOR WALL SCHEDULE • PR-A8.11 EXTERIOR DETAILS - FLOOR • KEYNOTES KEY DESCRIPTION 113100.05 RANGE NO NAMELU a- PR-A8.12 EXTERIOR DETAILS - WALLS • PR-A8.13 EXTERIOR DETAILS - WALLS • PR-A8.14 EXTERIOR DETAILS - ROOF • PR-A8.51 WINDOW/DOOR DETAILS • PR-A8.52 WINDOW/DOOR DETAILS • PR-A8.53 WINDOW/DOOR DETAILS • PR-A8.54 WINDOW/DOOR DETAILS • PR-A9.01 INTERIOR WALL SCHEDULE • PR-A9.11 INTERIOR DETAILS • PR-A9.12 INTERIOR DETAILS • PR-A9.13 INTERIOR DETAILS • PR-A9.14 INTERIOR DETAILS • 05 - STRUCTURAL PR-SN-1 GENERAL NOTES & REQUIREMENTS • PR-S-3.1 FOUNDATION PLAN RESIDENCES A • PR-S-3.2 2ND FLOOR FRAMING PLAN RESIDENCES A • PR-S-3.3 3RD FLOOR FRAMING PLAN RESIDENCES A • PR-S-3.4 4TH FLOOR FRAMING PLAN RESIDENCES A • PR-S-3.5 ROOF FRAMING PLAN RESIDENCES A • PR-SN-2 STRUCTURAL NOTES & DETAILS • PR-SN-3 STRUCTURAL DETAILS & NOTES • PR-SD-1 STRUCTURAL FOUNDATION DETAILS • PR-SD-2 STRUCTURAL NOTES & DETAILS • PR-SD-3 STRUCTURAL NOTES & DETAILS • PR-SD-4 STRUCTURAL DETAILS • 06 - MECHANICAL PR-M-0.1 GENERAL NOTES & LEGENDS • PR-M-0.2 EQUIPMENT SCHEDULES • PR-M-2.1 BUILDING TYPE A FIRST FLOOR PLAN • PR-M-2.2 BUILDING TYPE A SECOND FLOOR PLAN • PR-M-2.3 BUILDING TYPE A THIRD FLOOR PLAN • PR-M-2.4 BUILDING TYPE A ROOF PLAN • PR-MD-1 DETAILS • 07 - PLUMBING PR-P-0.1 GENERAL NOTES & SHEET INDEX • PR-P-0.2 MATERIAL AND FIXTURE SCHEDULES • CALCULATIONS PR-P-3.1A BUILDING TYPE A 1ST FLOOR PLAN COLD / HOT • WATER AND NATURAL GAS PR-P-3.2A BUILDING TYPE A 2ND FLOOR PLAN COLD / HOT • WATER AND NATURAL GAS PR-P-3.3A BUILDING TYPE A 3RD FLOOR PLAN COLD / HOT • WATER AND NATURAL GAS PR-P-3.4A BUILDING TYPE A ROOF PLAN COLD / HOT WATER • AND NATURAL GAS PR-P-3.1 B BUILDING TYPE A 1 ST FLOOR PLAN WASTE / VENT • PIPING AND STORM DRAIN PR-P-3.213 BUILDING TYPE A 2ND FLOOR PLAN WASTE / VENT • PIPING AND STORM DRAIN PR-P-3.3B BUILDING TYPE A 3RD FLOOR PLAN WASTE / VENT • PIPING AND STORM DRAIN PR-P-3.413 BUILDING TYPE A ROOF DECK PLAN WASTE / VENT • PIPING AND STORM DRAIN PR-P-3.513 BUILDING TYPE A ROOF PLAN WASTE / VENT • PIPING AND STORM DRAIN PR-P-D.1 DETAILS • PR-P-D.2 GAS DIAGRAMS • 08 - ELECTRICAL PR-E-0.1 SHEET INDEX & GENERAL NOTES • PR-E-0.2 ABBREVIATIONS & SYMBOL LIST • PR-E-0.3 DETAILS • PR-E-0.4 SINGLE LINE DIAGRAM LOAD CALCULATION & PANEL SCHEDULE RESIDENCES • PR-E-3.1 BUILDING RESIDENCES A FIRST FLOOR PLAN • PR-E-3.2 BUILDING RESIDENCES A SECOND FLOOR PLAN • PR-E-3.3 BUILDING RESIDENCES A THIRD FLOOR PLAN • PR-E-3.4 BUILDING RESIDENCES A ROOF PLAN • TOTAL-111 BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N Uj U z Uj 0 N � M Uj J c�v � N O � C Q Uj E U 0 � � Z Q c m � J 0 Z Uj am DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 12.16.19 PERMIT SUBMITTAL GENERAL INFORMATION SCALE: As indicated PR-GOA1 ELEVATION OPENING DIAGRAM CODE SECTIONS U cn QLLJ a �I Y U O 0 U m a o M X 0 N � to t] U o �0_ ELEVATION STEP BACK I .19% OPENINGS 160yo OPENINGS f 17% OPENINGS 15% OPENINGS % 0% " r r -r` 22% OPENINGS 17% OPENINGS EAST ELEVATION 2% OPENING 77% OPENING ./0%, " 77%OPENINGS , ELEVATION STEP BACK I WEST ELEVATION GARAGE ELEVATIONS PLUMBING FIXTURE COUNT SCHEDULE (PER 2016 CALIFORNIA PLUMBING CODE) NUMBER OF OCCUPANCY UNIT SLEEPING ROOMS WATER CLOSETS LAVATORIES BATHTUBS OR SHOWERS OTHERS R-1 (HOTEL) 1 PER SLEEPING ROOM 1 PER SLEEPING ROOM 1 PER SLEEPING ROOM 1 SERVICE SINK OR LAUNDRY TRAY 2 2 SERVICE SINK REQUIRED 2 2 A 2 PROVIDED 3 6 5 2 SERVICE SINK REQUIRED 3 3 3 3 SERVICE SINK B 3 PROVIDED 4 7 4 4 5 3 SERVICE SINK 4 SERVICE SINK REQUIRED 4 C 4 PROVIDED 6 12 9 4 SERVICE SINK REQUIRED 3 3 3 1 SERVICE SINK D 3 PROVIDED 14 7 3 3 3 5 1 SERVICE SINK REQUIRED E 3 1 SERVICE SINK PROVIDED 4 7 5 1 SERVICE SINK 6. FIRE RESISTANCE ALLOWED: 0 HOUR FIRE RATING FOR EXTERIOR WALLS PROVIDED: 0 HOUR FIRE RATING FOR EXTERIOR WALLS TABLE 6t12 FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE'-d,9 FIRE SEPARATION OCCUPANCY OCCUPANCY TYPE OF OCCUPANCY DISTANCE =X GROUP F-1. GROUP A- B. E. F-2, (feet] CONSTRUCTION GROUP H°. L M, S-if I Rh S-2 Uh X<5� All 3 2 1 IA 3 2 1 SsX4 10 Others• 2 1 IA, IB 2 1 1 10!-X<30 IIB,VB 1 0 O Others 1 1 1` x a 30 All 0 0 0 For 51:1 teat - 3uca mm. Load-bearingexterior walls shall also comply with the fire -resistance ratio requirements of Table 601. PY 9 q See Section 706.1.1 for party walls. Open parking garages complying with Section 406 shall not be required to have a fire -resistance rating. The fire -resistance ratio of an exterior wall is determined based upon the fire separation distance of the exterior wall and the story in which 9 P P Y the wall is located. For special requirements for Group H occupancies, see Section 415.6. For special requirements for Group S aircraft hangars, see Section 412.4.1. Where Table 705.8 permits nonbearing exterior walls with unlimited area of unprotected openings, the required fire -resistance rating for the exterior walls is 0 hours. For a building containing only a Group U occupancy private garage or carport, the exterior wall shall not be required to have a fire -resistance ratio where the fire separation distance is 5 feet 1523 or greater. 9 P ( 1 Group R-3 and Group U occupancies when used as accessory to Group R-3 occupancies, shall not be required to have a fire -resistance rating where the fire separation distance is 5 feet or more; or when equipped throughout with an automatic residential fire sprinkler system installed in accordance with Section 903.3 the fire -resistance rating shall not be required where the fire separation distance is 3 feet or more. 7. AUTOMATIC SPRINKLER SYSTEMS [F] 903.3.1.1 NFPA 13 sprinkler systems Where the provisions of this code require that a building or portion thereof be equipped throughout with an automatic sprinkler system in accordance with this section, sprinklers shall be installed throughout in accordance with NFPA 13 as amended in Chapter 35 except as provided in Sections 903.3.1.1.1 and 903.3.1.1.2. 7. EGRESS FROM SPACES 1006.2.1 Egress based on occupant load and common path of egress travel distance Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values listed in Table 1006.2.1. ROOM UNIT NUMBER 111 A 102 101 121 132 B 141 131 211 202 201 C 311 302 301 221 232 D 241 231 111 E 102 101 PROVIDED: NFPA13 SPRINKLER SYSTEM ALLOWED: 75' WITH SPRINKLER SYSTEM TABLE 1006.2.1 ;PAC ; WITH ONE EXIT OR EXIT ACCESS DOORWAY OCCUPANCY MAXIMUM OCCUPANT LOAD OF SPACE MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (feet) without Sprinkler System (feet) With Sprinkler system (feet) Occupant Load 0 l 30 O L > 30 10 NP NP ,;a r;-- 10 NP NP 125a R-2.7 10 NP NP 75 R-3r R-3.1" 10 NP NP 729% 9 R-4e 10 NP NP 125't 8 - 29 1DO 75 1001a U 49 100 75 75" --,ee Section 453.6. T ror 51, 1 foot = 3Q4.8 mrr NP = Not Permitted. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5. For a room or space used for assembly purposes having fixed seating, see Section 1029.8. For the travel distance limitations in Group 1-2 or 1-2.1, see Section 407.4. The length of common path of egress travel distance in a Group R-3 occupancy located in a mixed occupancy building or within a Group R-3 or R-4 congregate living facility. The length of common path of egress travel distance in a Group S-2 open parking garage shall be not more than 100 feet. For the travel distance limitations in Group R-3 and R-4 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3, see Section 1006.2.2.6. For holding cells, see Section 408.3.11. OCCUPANCY SCHEDULE FUNCTION OF SPACE FLOOR AREA PER OCCUPANT OCCUPANT ROOM NAME AREA SF GROUP (PER CBC 2010 TABLE 1004.1.2) (PER CBC 2016 TABLE 1004.1.2) LOAD UNIT A LOCK -OFF 289 R1 RESIDENTIAL 200 GROSS 2 UNITA 273 R1 RESIDENTIAL 200 GROSS 2 LIVING SPACE 767 R1 RESIDENTIAL 200 GROSS 8 2 UNIT B LOCK -OFF 289 R1 RESIDENTIAL 200 GROSS UNIT B 276 R1 RESIDENTIAL 200 GROSS 2 UNIT B LOCK -OFF 288 R1 RESIDENTIAL 200 GROSS 2 LIVING SPACE 721 R1 RESIDENTIAL 200 GROSS 8 UNIT C LOCK -OFF 291 R1 RESIDENTIAL 200 GROSS 2 UNIT C 275 R1 RESIDENTIAL 200 GROSS 2 LIVING SPACE 783 R1 RESIDENTIAL 200 GROSS 8 UNIT C LOCK -OFF 291 R1 RESIDENTIAL 200 GROSS 2 UNIT C 275 R1 RESIDENTIAL 200 GROSS 2 LIVING SPACE 710 R1 RESIDENTIAL RESIDENTIAL 200 GROSS 8 UNIT D LOCK -OFF 291 R1 200 GROSS 2 UNIT D 275 R1 RESIDENTIAL 200 GROSS 2 UNIT D LOCK -OFF 288 R1 RESIDENTIAL 200 GROSS 2 LIVING SPACE 723 R1 RESIDENTIAL 200 GROSS 8 UNIT A LOCK -OFF 289 R1 RESIDENTIAL 200 GROSS 2 UNITA 273 R2 RESIDENTIAL 200 GROSS 2 LIVING SPACE 767 R1 RESIDENTIAL 200 GROSS 8 506.2.3 Single -occupancy, multistory buildings The allowable area of a single -occupancy building with more than one story above grade plane shall be determined in accordance with Equation 5-2: AQ = [Ar + (NS x 1Ir)] x S. Aa= [7,000 + (7,000 x 0.27)] x 2 =17,780 where: ALLOWED: 17,780 SF Aa=Allowable area (square feet). PROVIDED: 15,089 SF At=Tabular allowable area factor (NS, S13R or SM value, as applicable) in accordance with Table 506.2. NS=Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building (regardless of whether the building is sprinklered). If=Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3. Sa=For other than Group A, E, H, I, L and R occupancies, high-rise buildings, and other applications listed in Section 1.11 regulated by the Office of the State Fire Marshal, actual number of building stories above lane not to exceed three. For Group grade plane, p A, E, H, I, L and R occupancies, high-rise buildings, and other applications listed in Section 1.11 regulated by the Office of the State Fire Marshal, actual number of building stories above grade plane, not to exceed two. No individual story shall exceed the allowable area (Aa) as determined by Equation 5-2 using the value of Sa = 1. 506.3 Frontage increase Every building shall adjoin or have access to a public way to receive an area factor increase based on frontage. Area factor increase shall be determined in accordance with Sections 506.3.1 through 506.3.3. 506.3.2 Minimum frontage distance To qualify for an area factor increase based on frontage, the public way or open space adjacent to the building perimeter shall have a minimum distance (W) of 20 feet (6096 mm) measured at right angles from the building face to any of the following: 1. The closest interior lot line. 2. The entire width of a street, alley or public way. 3. The exterior face of an adjacent building on the same property. Where the value of W is greater than 30 feet (9144 ml a value of 30 feet (9144 mm) shall be used in calculating the building area increase based on frontage, regardless of the actual width of the public way or open space. Where the value of W varies along the perimeter of the building, the calculation performed in accordance with Equation 5-5 shall be based on the weighted average calculated in accordance with Equation 5-4. ILI x „"I + L_ x vs,_ + L, x L, ,. , _ 1/F W= 0 04.8'x104.8' + 104.8'x104.8') / 402' = 54.6 30 where W (Width: weighted average) _ Calculated width of public way or open space (feet). Ln = Length of a portion of the exterior perimeter wall. wn = Width (>_ 20 feet) of a public way or open space associated with that portion of the exterior perimeter wall. F = Building perimeter that fronts on a public way or open space having awl of 20 feet (6096 mm) or more. 506.3.3 Amount of increase The area factor increase based on frontage shall be determined in accordance with Equation 5-5- It = [F/P - 0. 51W130 where: If = Area factor increase due to It= [104.8*2/402 -0.25130 / 30 =0.27 frontage. F = Building perimeter that fronts on a public way or open space having minimum distance of 20 feet (6096 ml P = Perimeter of entire building (feet). W = Width of public way or open space (feet) in accordance with Section 506.3.2. 5. TYPE OF CONSTRUCTION PROVIDED: TYPE V-B TABLE 601 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) TYPE TYPE TYPE I TYPE Il TYPE V BUILDING ELEMENT Ili IV A B A B A B HT Ad B Primary structural frame( [see 5ectlon ,_ _ -IT 1 202j Bearing walls Exteriore•f _ 1 0 2 2 2 1 Interior 3a Za 1 0 1 0 11'i-iT 1 Nontl Yval€s and partitions See Table 602 ExteriGr Nonhearingwalls and partitions C° nterlard 0 0 0 0 0 0 5ecuon 0 602-4,6 Floor construction and associated 2 2 1 0 1 0 HT secondary members (see Section 202) Roof construction and associated 11/2b 1bc Ib.c Oc 14c: 0 I HT Ib.c U secondary members (see section 200 ) 11 si_ 1 Toac - 3042 mm. 1 .00CUPANCY CLASSIFICATIONS 310.3 Residential Group R-1 Residential occupancies containing sleeping units where the occupants are primarily transient in nature, including: 2.SPECIAL REQUIREMENTS BASED ON USE AND OCCUPANCY 420.2 Separation walls Walls separating dwelling units in the same building, walls separating sleeping units in the same building and walls separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as fire partitions in accordance with Section 708. 420.3 Horizontal separation Floor assemblies separating dwelling units in the same buildings, floor assemblies separating sleeping units in the same building and floor assemblies separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as horizontal assemblies in accordance with Section 711. 3. BUILDING HEIGHT/STORIES 504.3 Height in feet The maximum height, in feet, of a building shall not exceed the limits specified in Table 504.3. 504.4 Number of stories. The maximum number of stories of a building shall not exceed the limits specified in Table 504.4. 310.3 Residential Group R-1 HOTELS (TRANSIENT) ALLOWED: 1/2HR (PER 708.3.2) PROVIDED: 1 HR ALLOWED: 1/2HR (PER 711.2.4.3) PROVIDED. 1 HR TYPE V-B S (WITHOUT AREA INCREASE) ALLOWED: 60' MAXIMUM / 3 STORIES PROVIDED: 47' / 3 STORIES TABLE 5D4,.r ' ALL ❑WARLE BUILDING HEIGHT W FFFT AGOVT GRADE PLANE TYPE OF CONSTRUCTION SEE TYPE I TYPE If TYPE III TYPES IV TYPE V OCCUPANCY CLASSIFICATION FOOTNOTES A B A B A B HT A B ll UL 160 65 55 65 55 65 50 40 513R 60 6Q 50 55 60 55 50 50 40 R_ 1h s(without area UL 7S0 85 75 SS ?{ _ 9� - _ �.'C increase] S (Wrh area increase) 11L 160 65 55 65 55 65 50 40 TASLE504.40, 6, n ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE TYPE OF CONSTRUCTION SEE TYPE I TYPE II TYPE Ill TYPE Ili TYPE V OCCUPANCY CLASSIFICATION FOOTNOTES A B A 8 A B HT A B NS' UL 11 3 2 •'+ 4 4 - - S13R A 3 2 S (without arealnc-rease) UL 12 5 5 = - - - 7h S (with area UL 1 .r 4 4 4 4 Increase) Note: UL = Unlimited; NP = Not Permitted,- NS = Buildings not equipped throughout with an automatic sprinkler system; S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1,- S13R = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2,- S13D = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.3. h.New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8. 4. ALLOWABLE AREA 506.2 Allowable area determination The allowable area of a building shall be determined in accordance with the applicable provisions of Sections 506.2.1 through 506.2.4 and Section 506.3. Aa= 21,000 SF TASLE306. - ALLOWABLEAREA FACTORfA,zN.%51, 513R vrSM,as?ppikvb e)INWVAAEFFFr TYPE OF CONSTRUC nON OCI CLASSIFICATION ON SEE FOOTNOTES TYPE I TYPE IF TYPe Ill TYPE IV TYPE V A B A S A B FIT A 8 N$d UL UL 24000 -6,N0 24,0°0 16.000 20.500 1ZOM 7,000 $13R S} _ OL 96.0X 69000 96OW &tODO 82,O 4&OX 28,OW . _ . Sns lwihyour height UL L+L 7,Z000 4dOW 72,000 4S.000 61,500 _X000 21,000 lrxreasel stir rw'rh height UL UL 24UW T6,UM 24O00 f6," 20,5U0 12000 7,VP1i ] increase) Note: UL- Unlimited; NP- Not permitted; For SI: 1 square foot- 0.0929 m2. NS -Buildings not equipped throughout with an automatic sprinkler system; S1 - Buildings a maximum of one story above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; SM = Buildings two or more stories above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; S13R = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2; S13D = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.3. h.New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8 BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U Z Uj 0 N Uj LU 0 Z Q m 0 Z LU a � m J N � N O � � Q EU Q � rn � I� J DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 11.08.19 DD 100 12.16.19 PERMIT SUBMITTAL I CODE ANALYSIS SCALE: 1 /8" =1 '-0" PR-GO..10 U m 0 N O r a O U BATHROOM BATHROOM 212 222 Q B PATIO PATIO cp \ PATIO 214 224 / 236 / ° PATIO LIVING \ I UNI C U IT D 1 / LIVING 10 208 SPACE \ 1 LOCK OFF LOC -OFF 1 / SPACE 237 \ 201 1 211 21 1 1 1 231 / EC . 1111114, 402 440 432 UNIT � � � � � � � U IT D 202 232 � BATHROOM wN I BATHROOM OV. L I I *==El _ 203 _ ❑ I I oN °r-— / L —T_ 400 S — ------ --� DOWN oo DO UP ❑ LOCK -OFF 241 MR - EXIT C4 EXIT C2 EXIT D1 TRAVEL DISTANCE: 33' - 2" TRAVEL DISTANCE FROM A: 58' - 4" TRAVEL DISTANCE: 42' - 11" WIDTH OF OPENING: 3'-0" TRAVEL DISTANCE FROM B: 61' - 7" WIDTH OF OPENING: 3'-6' WIDTH OF OPENING: 3'-6" [EX�F4 EXIT C1 *D2— [1X�D3 TRAVEL DISTANCE: 33' - 2" TRAVEL DISTANCE: 42' - 11" TRAVEL DISTANCE FROM C: 61' - 7" TRAVEL DISTANCE: 42' - 4" WIDTH OF OPENING: 3'-0" WIDTH OF OPENING: 3'-6" TRAVEL DISTANCE FROM D: 58'- 4" WIDTH OF OPENING: 3'-0" WIDTH OF OPENING: 3'-6" TYPICAL FLOOR PLAN - ROOF DECK TYPICAL FLOOR PLAN - LEVEL 2 EXIT A4 EXIT A5 EXIT B4 EXIT B5 TRAVEL DISTANCE FROM B: 24' - 0" TRAVEL DISTANCE: 18' - 0" TRAVEL DISTANCE: 18' - 0" TRAVEL DISTANCE FROM C: 24' - 0" WIDTH OF OPENING: 6 -0 WIDTH OF OPENING: 6'4' WIDTH OF OPENING: 6'4' WIDTH OF OPENING: 6'-0" BATHROOM BATHROOM 312 322 EXIT A3 EXIT B6 Q TRAVEL DISTANCE FROM A: 14' ❑ - 4" PATIO PA 10 PATIO ❑ PATIO TRAVEL DISTANCE FROM D. 14' - 4" \ PATIO B \\ 307 PATIO PATIO 314 324 336 / D WIDTH OF OPENING: 6' -0 4 109 114 124 136 WIDTH OF OPENING: 6'-0" \ c� \ / \ � / \ / ° r' ❑ \\ 1 1 j LIVING ❑ \ - REC RUMHOCK-OFF )UNIT C UNIT El LOCK -OFF / LI�/ING — / PATIO \ LIVING\ I I / SPACE 131 PATIO \ 301 \ 311 321 1 4PACE / / 108 i SPACE \ / UNIT A UNIT B 137 \ I 1 I 1 331 101 \ I LOCK -OFF LOCK -OFF 1 \\ B ,e ° BATHROOM M UNIT 302 \ I C� I / ❑ (IL U T E 332 BATHROOM — \ I ❑ ❑ ❑ ❑ I I I / �] 133 EXIT B6 / / UNITA \ I I ! I UNIT At 132 TRAVEL DISTANCE: 12' - 10" � I I I I I I WIDTH OF OPENING: 3'-6" ` - O I OLLj BATHROOM I �I I ❑ ❑ BATHROOM I I ® ❑ ❑ I / 103 ❑ ov. I I I ® I I ❑ ❑ I ❑ PATIO 303 I ❑ I � -- L 1� 0 -1 � 1-7. 143 FF L I J rA OUTDOOR L — — — -- -- / SHOWER — -----� L r ---- ----- L J 41 ' ---- T— L: UNIT B - oow uP ❑ UNIT E UP ❑ LOCK -OFF LOCK -OFF ELEV. 141 341 EQU 155 C OUTDOOR SHOWER CLOSET HALLWAY BATHROOM 306 304 100 142 EXIT C4 EXIT E1 EXIT A2 EXIT B1 TRAVEL DISTANCE FROM A: 58' - 4" TRAVEL DISTANCE: 42' - 11" TRAVEL DISTANCE FROM A: 32' - 2" TRAVEL DISTANCE: 18' - 1" TRAVEL DISTANCE FROM B: 61' - 7" WIDTH OF OPENING: 3'-6" TRAVEL DISTANCE FROM B: 24' - 8" WIDTH OF OPENING: 3'-6" WIDTH OF OPENING: 3'-6" WIDTH OF OPENING: 3'-6" EXIT C3 EXIT E2 EXIT E3 EXIT Al EXIT B2 EXIT B3 TRAVEL DISTANCE: 42' - 11" TRAVEL DISTANCE FROM C: 61' - 7" TRAVEL DISTANCE: 42' - 4" TRAVEL DISTANCE: 18' - 1" TRAVEL DISTANCE FROM C: 24' - 8" TRAVEL DISTANCE: 16' - 7" WIDTH OF OPENING: 3'-6" TRAVEL DISTANCE FROM D: 58'- 4" WIDTH OF OPENING: 3'4' WIDTH OF OPENING: 3'-6" TRAVEL DISTANCE FROM D: 32' - 2" WIDTH OF OPENING: 3'4' WIDTH OF OPENING: 3'-6" WIDTH OF OPENING: 3'-6" TYPICAL FLOOR PLAN - LEVEL 3 TYPICAL FLOOR PLAN - GROUND FLOOR BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U z LU 0 N � M Lu J c�v � N O m C Q LU � U 0 � ro Z Q c DRAWN BY CHECKED BY PROJECT NO DATE 11.08.19 JL SC 17028 ISSUE DID 1 D0 12.16.19 PERMIT SUBMITTAL CODE ANALYSIS FLOOR PLANS SCALE: 3/32" =1'-0' PR-GOml 1 BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com 0 TYPICAL GARAGE FLOOR PLAN - LEVEL 1 TYPICAL FLOOR PLAN - ROOF DECK TYPICAL FLOOR PLAN - LEVEL 3 TYPICAL FLOOR PLAN - LEVEL 2 TYPICAL FLOOR PLAN - GROUND FLOOR Pendry Residence FLOOR UNIT BEDROOMS FLOOR AREA (SF) COVERED OUTDOOR AREA (SF) GROSS FLOOR AREA (SF) ROOF DECK AREA (SF) EXTERIOR WALKWAY (SF) 1st A 2 1,721 597 4,936 287 B 3 2,011 607 2nd C 4 1,721 470 4,742 287 D 2 2,011 540 3rd C 4 1,665 497 4,746 287 E 3 2,011 573 C 538 Roof Deck E 538 202 Total 11,140 3,284 1,075 1,062 Total Building Area 15,486 not part of total bldg area N LU U z LU 0 N � M LU J c�v � N O � C Q LU E U 0 ro Z Q c m � J 0 Z LU am DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE 11.08.19 ISSUE DID 100 12.16.19 PERMIT SUBMITTAL i# �UF FLOOR AREA CALCULATIONS SCALE 3/32" =1'-0' PR-G012 U U CD CD CD CD U C cc CD 0 cc 0 m a 0 cx o x o N V rn U o U EXISTING LAKE (NIC) SITE PLAN 1 " = 50'-0" PENDRY CLUBHOUSE (NOT PART OF PERMIT) EXISTING LAKE (NIC) X EV READY V READY VAN ACCESSIBLE PORrFI I(FV GOLF VILLAS 10A CLUB HOUSE 6A PENDRY UNITS 6A LEGEND PROPERTY LINE PROPOSED STRUCTURE HYDRANT EV SPACES —""" ADA PATH PERMEABLE PAVING ACCESSIBLE GUESTROOMS WITHIN UNIT Z` IMAGINARY LINE, FIRE SEPERATION DISTANCE COVERED PARKING TYP GUEST ROOM SCHEDULE BUIILDING 1 UNIT A: 1X KING, 1X LOCK -OFF KING. UNIT B: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT C: 2X KING, 1X LOCK -OFF QUEEN, 1X LOCK -OFF KING. ROOF DECK UNIT D: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT E: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. ROOF DECK BUIILDING 2 UNIT A: 1X KING, 1X LOCK -OFF KING. UNIT B: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT C: 2X KING, 1X LOCK -OFF QUEEN, 1X LOCK -OFF KING. ROOF DECK UNIT D: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT E: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. ROOF DECK BUIILDING 3 UNIT A: 1X KING, 1X LOCK -OFF KING. UNIT B: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT C: 2X KING, 1X LOCK -OFF QUEEN, 1X LOCK -OFF KING. ROOF DECK UNIT D: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT E: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. ROOF DECK BUIILDING 4 UNIT A: 1X KING, 1X LOCK -OFF KING. UNIT B: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT C: 2X KING, 1X LOCK -OFF QUEEN, 1X LOCK -OFF KING. ROOF DECK UNIT D: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT E: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. ROOF DECK BUIILDING 5 UNIT A: 1X KING, 1X LOCK -OFF KING. UNIT B: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT C: 2X KING, 1X LOCK -OFF QUEEN, 1X LOCK -OFF KING. ROOF DECK UNIT D: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT E: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. ROOF DECK BUIILDING 6 UNIT A: 1X KING, 1X LOCK -OFF KING. UNIT B: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT C: 2X KING, 1X LOCK -OFF QUEEN, 1X LOCK -OFF KING. ROOF DECK UNIT D: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT E: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. ROOF DECK BUIILDING 7 UNIT A: 1X KING, 1X LOCK -OFF KING. UNIT B: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT C: 2X KING, 1X LOCK -OFF QUEEN, 1X LOCK -OFF KING. ROOF DECK UNIT D: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT E: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. ROOF DECK BUIILDING 8 UNIT A: 1X KING, 1X LOCK -OFF KING. UNIT B: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT C: 2X KING, 1X LOCK -OFF QUEEN, 1X LOCK -OFF KING. ROOF DECK UNIT D: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT E: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. ROOF DECK BUIILDING 9 UNIT A: 1X KING, 1X LOCK -OFF KING. UNIT B: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT C: 2X KING, 1X LOCK -OFF QUEEN, 1X LOCK -OFF KING. ROOF DECK UNIT D: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT E: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. ROOF DECK BUIILDING 10 UNIT A: 1X KING, 1X LOCK -OFF KING. UNIT B: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT C: 2X KING, 1X LOCK -OFF QUEEN, 1X LOCK -OFF KING. ROOF DECK UNIT D: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT E: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. ROOF DECK BUIILDING 11 UNIT A: 1X KING, 1X LOCK -OFF KING. UNIT B: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT C: 2X KING, 1X LOCK -OFF QUEEN, 1X LOCK -OFF KING. ROOF DECK UNIT D: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. UNIT E: 1X KING, 1X LOCK -OFF KING, 1X LOCK -OFF QUEEN. ROOF DECK SITE TOTALS 55 RESIDENTIAL UNITS ADDRESS TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS (Table 224.4) 52-801 2 0 0 2 0 52-802 3 0 1 2 0 52-803 4 1 0 3 1 52-805 3 0 0 3 0 52-806 3 0 0 3 0 15 1 1 13 1 ADDRESS TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS 52-807 2 0 0 2 0 52-808 3 0 0 3 0 52-809 4 0 0 4 1 52-810 3 0 0 3 0 52-811 3 0 0 3 0 15 0 0 15 1 ADDRESS TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS 52-812 2 0 0 2 0 52-813 3 0 0 3 0 52-815 4 0 0 4 0 52-816 3 0 0 3 0 52-817 3 0 1 2 1 15 0 1 14 1 ADDRESS TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS 52-818 2 0 0 2 0 52-819 3 0 0 3 0 52-820 4 0 0 4 1 52-821 3 0 0 3 0 52-822 3 0 0 3 1 15 0 0 15 2 ADDRESS TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS 52-823 2 0 0 2 0 52-825 3 0 1 2 0 52-826 4 0 0 4 1 52-827 3 0 0 3 0 52-828 3 0 0 3 0 15 0 1 14 1 ADDRESS TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS 52-829 2 0 0 2 0 52-830 3 0 0 3 0 52-831 4 0 0 4 1 52-832 3 0 0 3 0 52-833 3 0 0 3 1 15 0 0 15 2 ADDRESS TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS 52-835 2 0 0 2 0 52-836 3 0 0 3 0 52-837 4 0 0 4 1 52-838 3 0 0 3 0 52-839 3 0 1 2 0 15 0 1 14 1 ADDRESS TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS 52-850 2 0 0 2 0 52-851 3 0 0 3 0 52-852 4 0 0 4 1 52-853 3 0 0 3 0 52-855 3 0 0 3 0 15 0 0 15 1 ADDRESS TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS 52-856 2 0 0 2 0 52-857 3 0 1 2 0 52-858 4 1 0 3 1 52-859 3 0 0 3 0 52-860 3 0 0 3 0 15 1 1 13 1 ADDRESS TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS 52-861 2 0 0 2 0 52-862 3 0 0 3 0 52-863 4 0 0 4 1 52-865 3 0 0 3 0 52-866 3 0 0 3 1 15 0 0 15 2 ADDRESS TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS 52-867 2 0 0 2 0 52-868 3 0 0 3 0 52-869 4 0 0 4 1 52-870 3 0 0 3 0 52-871 3 0 1 2 0 15 0 1 14 1 TOTAL ROOMS ADA (SHOWER) ADA (TUB) ADAPTABLE COMMUNICATION FEATURES BATH ROOMS 165 2 min. 6 min. 157 14 min. BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U z LU 0 N � M LU J c�v � N O � C Q LU � U 0 � ro Z Q c m � J 0 Z LU am DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 11.08.19 DID 100 12.16.19 PERMIT SUBMITTAL I SITE PLAN SCALE As indicated PR -Al mOl 2 U a m 0 N O a 0 U CID U U)I Q CD C N DE _T N d YI U O O LU W cc _O U m a O � m mO X N V rn U o C2 U 12 11 10 9 q'10 8 6 5 4 3 2 1 - 9 7/8" 5'-87/8" 7'-7" 6'-2" 18'-7" 13'-10" 13'-10" 18'-7" 6'-2" 7'-7" 7'-9" 3'-0" FIRE ACCESS CLEARANCE _A3 -A3 1 -A3. 0 P - -- ----------- o o PATIO PATIO PATIO A IO 109 114 124 q_1 - EO 0' - 1 /_j -0' - 0 1 /4" 0' - 0 1 / I--------- 1.---------- --- --- ----------- O (V 131.7 _ LIVING_ - LIVING - MILL: I ® SPACE SPACE ® N 101 UNIT A UNIT B 131 PATI LOCK--OFLOCK-OFF108 1 ;=+ STORAGE 111 121 STORAGE 137 01 0 1/4 1 110 — 0' - 0" 0' - 0" 138 3 2.3 -0 - 01/ FIRE ACCESS CLEARANCE E I � � O 0'-0" 0, _0" OE 2 11.4 121.4 � 1 UNITA I � UNIT B I = 102 I I J ° ° LO 0' - 0" ATHROOM MM 0' - 0" _ 1 N 1 co .} 122 � — zo -A3. - -A3. MECH. I MOT -1 _ _ ®® SIDE YARD °II®IIII® BATHR ;OM N — 11 11.8 121. 133 102.4- 14 F BATHROOM 101. - - PAN. REF. OV. A IO 103 131.1 ® 13 PWDR r--- 143 ® 101.6 --� -- J I 11 I, EL V , I ILl - I I -I J-0 1 131. 2.1 �, �� EL1-1 1 1.1 Il 102.'� ' �r2 L-- 00 5/16" L 1 1 �4 --- IRV I 1.3 PQ2 / 4 o �� I 2 ' a J- _ s ANIPI E 1HR 14 LOCK -OFF = 0 0 -A3. ` OUTDOOR H SHOWER 1 5. 141 "' 106 o up _ H K- I I I - - - - - - I EL ,/8,,,,,_0„ — _ I I 151 ------ --, - - 1 CLOSET PWDR HALLWAY ; ; 1411.5 , R-A4.0 U I P co 104 105 100 155 J ° 1 3 R-A4.0 R-A7.1 EDGE OF ROOF ABV. BATHRO M 142 4 3 1 -A3. 12 11 9 8 7 6 5 3 2 1 FLOOR PLAN - LEVEL 1 1/8" = 1'4° �5'-87/8"7'-7" 6'-2" ❑A.n TVD 0 G - O 12 11 10 9 SLAB PLAN -LEVEL 1 1 /8" = V-0" 18'-7" :01 13' -10" 7 108' - 9 7/8" 13' - 10" x ©ME 18'-7" 6'-2" 7'-7" DAn TVD. 2 7'-9" 13'-0 0 O O 00 O 00 i ew N co 0 0 -o 0 O li 0 O O O O �O SHEET NOTES 1. SEE ENLARGED UNIT PLANS X FOR UNIT XX DIMENSIONS, FINISHES, AND ADDL INFO. 2. RESIDENTIAL UNIT TO RESIDENTIAL UNIT PARTY WALLS ARE TYPE LION. 3. RESIDENTIAL UNIT TO CORRIDOR PARTITIONS ARE UON. TYPE F-q 4. SLOPES ARE 1/4" PER FOOT MIN, UON. 5. SLAB PLAN DRAIN ELEVATIONS REPRESENT DRAIN AT STRUCTURAL SLAB, SLD FOR FINISH GRADE DRAIN ELEVATION. LEGEND 1 HR RATED FIRE BARRIER 2 HR RATED FIRE BARRIER / FIRE WALL CMU WALL NON RATED WALL o FIRE EXTINGUISHER CABINET FEC EMERGENCY EGRESS WINDOW DIRECTION OF SLOPE KEYNOTES KEY DESCRIPTION PARCEL KEY GOLF VILLAS 10A N CLUB HOUSE 6A PENDRY UNITS 6A BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 11.08.19 DID 100 12.16.19 PERMIT SUBMITTAL SLAB AND FLOOR PLAN - LEVELS 1 SCALE: As indicated PR-A2m01 12 11 10 9 8 7 6 5 4 3 2 1 108' - 9 7/8" 15'-87/8" 7'-7" 6'-2" 18'-7" 13'-10" 13'-10" 18'-7" 6'-2" 7'-7" 7'-9" 3'-0" - 11 3/4 4 3 1 1 -A3. '-A3. -A3. -A3. - � - PATID- - - ' 314 PATIO , 324 I I A 10 II� °° 336PATIO 22'-1 331.6 . I � �301.8 MM- 321.3 23'- 0" "22-l 2113/4 L.L 23'- 0" - -�SSTIORAGLE DOWN STORAGE 308 UNIT C = UNIT E LIVING 337 c° O pF LOCK -OFF - LOCK -OFF SPACE M M 11 3 4 o F 331 IRV 2 1 ' I o BATHROOl F 303 I f G 2 OUTDOOR SHOWER , 306 w UNIT E y� y� BATHROOM n -- ' , ■ �� III �� , 'I'� c ■■!!■PATIO �Y� � �71 � � ICE � ► �� .. — i,� �■�I � I_ �i�i�i��uu.uu.uuuuuuuuuu.ui.uuuuiiouiiuuu.uu.uuuuuuuuui.uu.uuuuuuuuui - �--�� 71 w r,_ ■■i■ i I1 •.�I—uuauuuuuuuuuiau--I—�� I — - ff qll m- 1. 71 MCI: 01.2 - - _ _ _ —� —�� nu.uuuuuuuuui.uu.uuuuuuuuuiu��iuuuuuuuuui.uu.uuuuuuuuuui�u�� ii�ll— uu an��.uuuuuuuum.uii.uuuuuuuuuup.uu.ugiiim�.riiriwn�uiuiuiri�uiuiuuuuuuu.ui.uuuuuuuum.uu.uuuuuuuuuuim_-- RIME R m — — q 5/8, ,1 _0" R-A4.0 CLOSET PWDR 304 305 FLOOR PLAN - LEVEL 3 12 11 9 1/8" = 1'4' 12 11 10 go - L LOCK- ' n DO N \ENT BELO j- OP n 23" k I 3 HK R-A7.0 i i c' 351 b � P. 00 1 BATHROOM 1 2 H R 4 3 -A3. -A3. 8 -A3 7 6 5 3 2 1 176 5 4 O3 2 108' - 9 7/8" 5'-87/8" 7'-7" 6'-2" 18'-7" 13'-10" 13'-10" 18'-7" 6'-2" 7'-7" 7'-9" 3'-0" / a \ / 3 \ 410, 1 0 PATIO BATHR001 203 OUTDOOR �1 SHOWER - 206 204 FLOOR PLAN - LEVEL 2 1 /8" =1 '-0" 0 N N co 9 0 Ul O O F O O ■ SHEET NOTES 1. SEE ENLARGED UNIT PLANS X FOR UNIT XX DIMENSIONS, FINISHES, AND ADDL INFO. 2. RESIDENTIAL UNIT TO RESIDENTIAL UNIT PARTY WALLS ARE TYPE F-�7N- LION. 3. RESIDENTIAL UNIT TO CORRIDOR PARTITIONS ARE TYPE F_q� U0N. 4. SLOPES ARE 1/4" PER FOOT MIN, UON. 5. SLAB PLAN DRAIN ELEVATIONS REPRESENT DRAIN AT STRUCTURAL SLAB, SLD FOR FINISH GRADE DRAIN ELEVATION. LEGEND 1 HR RATED FIRE BARRIER 2 HR RATED FIRE BARRIER / FIRE WALL CMU WALL NON RATED WALL o FIRE EXTINGUISHER CABINET FEC OE EMERGENCY EGRESS WINDOW — DIRECTION OF SLOPE KEYNOTES KEY DESCRIPTION PARCEL KEY GOLF VILLAS 10A N CLUB HOUSE 6A PENDRY UNITS 6A BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U z LU 0 N � M LU � N O � C Q LU E U 0 � Z Q c DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 11.08.19 DD 100 12.16.19 PERMIT SUBMITTAL I FLOOR PLAN - LEVELS 2-3 SCALE: As indicated PR-A2mO2 12 11 n10 n9 r2 FLOOR PLAN - ROOF PLAN 5 4 3 2 1 12 11 10 9 8 7 6 5 4 3 2 1 108' - 9 7/8" 5'-87/8" 7'-7" 6'-2" 18'-7" 13'-10" 13'-10" 18'-7" 6'-2" 7'-7" 7'-9" 3'-0" 4 3 1 1 -A3. -A3. -A3. -A3. a- - ocl c11 m FLOOR PLAN - ROOF DECK 1 /8" =1 '-0" N N N N 6� N co O F O 0 0 0 0 0 0 0 0 SHEET NOTES BARarchitects 1. SEE ENLARGED UNIT PLANS X FOR UNIT 901 Battery Street, Suite 300 XX San Francisco, CA 94111 DIMENSIONS, FINISHES, AND ADDL INFO. 415 293 5700 2. RESIDENTIAL UNIT TO RESIDENTIAL UNIT PARTY www.bararch.com WALLS ARE TYPE F_L:p_ UON. 3. RESIDENTIAL UNIT TO CORRIDOR PARTITIONS ARE TYPE M UON. 4. SLOPES ARE 1/4" PER FOOT MIN, UON. 5. SLAB PLAN DRAIN ELEVATIONS REPRESENT DRAIN AT STRUCTURAL SLAB, SLID FOR FINISH GRADE DRAIN ELEVATION. z LU J LO LU c� O U) LEGEND Uj no U a E 1 HR RATED FIRE BARRIER C� 2 FIR RATED FIRE BARRIER / FIRE WALL Z a 77777777 CMU WALL • NON RATED WALL c' FIRE EXTINGUISHER CABINET FEC J E'l EMERGENCY EGRESS WINDOW DIRECTION OF SLOPE LU am KEYNOTES KEY DESCRIPTION PARCEL KEY GOLF VILLAS 10A CLUB HOUSE 6A PENDRY UNITS 6A DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 11.08.19 DD 100 12.16.19 PERMIT SUBMITTAL FLOOR PLAN LEGEND - VER ICAL 1 /8" = V-0" ROOF PLAN SCALE: As indicated PR-A2mO3 2 BARarchitects m 901 Battery Street, Suite 300 o San Francisco, CA 94111 N 0 415 293 5700 www.bararch.com r a O U 12 11 10 9 8 7 6 5 4 3 2 1 Uj z 4 3 1 LU v � -A3. � � � � -A3. 13 — � M U) U) 9 © P © © © 0 -A7. i LU J LO T.O. TRELLIS 45' -10" 0 U) Q 440.1 © L LU U E 13 ROOF DECK 36 - 5,1 Z a P-2 ©.31111 © U)• — ;, © © _ _ T.O. LOWER ROOF J 302.E / ` q IAL ffr B1. - B P- 0 0 Nil 11 nil I I i i ---TUT-T- ii ii III I I I I I 111 11 11 Fllu[_�[_�[_�irLl BRAKE METAL P- LEVEL 03 23' - 0° Uj EXTERIOR ELEVATION - SOUTH 1 /4" = V-0" FINISH SCHEDULE KEYNOTES KEY DESCRIPTION LEGEND CP-1 CEMENT PLASTER CMU-1 CONCRETE MASONRY UNIT P-1 PAINT METAL P-2 PAINT WHITE S-1 STONE VENEER GLAZING OWINDOW TAG 0 FINISH TAG SHEET NOTES LEVEL 02 11'-6" LEVEL 01 0'-0" KEY DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 12.16.19 PERMIT SUBMITTAL ENLARGED EXTERIOR ELEVATION SCALE: As indicated PR-A101 BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com O B O A E O O H O 1 EXTERIOR ELEVATION - WEST �t'Y 1/4" = V-0" FINISH SCHEDULE KEYNOTES KEY U)c 1 DESCRIPTION m c 1 LEGEND CP-1 CEMENT PLASTER CMU-1 CONCRETE MASONRY UNIT P-1 PAINT METAL P-2 PAINT WHITE S-1 STONE VENEER GLAZING OWINDOW TAG FINISH TAG SHEET NOTES T.O. TRELLIS 45' - 10" ROOF DECK 36' - 5" T.O. LOWER ROOF 33' - 2" LEVEL 03 23' - 0" LEVEL 02 11'-6" LEVEL 01 0'-oil KEY N LU U z LU 0 N LU 13 w 0 z Q m 0 z LU am � m J N � N O � � Q EU Q � rn � I� J DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 12.16.19 PERMIT SUBMITTAL �OF ENLARGED EXTERIOR ELEVATION SCALE: As indicated PR-A102 BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com 1 2 3 4 5 6 7 8 9 10 11 -A3. 3 4 -A3. -A3. EXTERIOR EXTERIOR ELEVATION - NORTH 1 /4" = 1 '-0" FINISH SCHEDULE 72 _T U O �2 1 W I U 0 I N O O ' KEYNOTES KEY 113100.05 RANGE P-1 221.3 DESCRIPTION LEGEND CP-1 CEMENT PLASTER CMU-1 CONCRETE MASONRY UNIT 17 P-1 PAINT METAL P-2 PAINT WHITE S-1 STONE VENEER GLAZING OWINDOW TAG 0 FINISH TAG SHEET NOTES T.O. TRELLIS 45' - 10" ROOF DECK 36' - 5" T.O. LOWER ROOF 33' - 2" LEVEL 03 23- 0" LEVEL 02 11'-6" LEVEL 01 0'-oil KEY N LU U z LU 0 N � M LU J c�v � N O � C Q LU � U 0 � ro Z Q c m � J 0 Z LU am DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 12.16.19 PERMIT SUBMITTAL OF ENLARGED EXTERIOR ELEVATION SCALE: As indicated O N PR-A103 O O O O O O O O O EXTERIOR ELEVATION - EAST 1 /4" = V-0" FINISH SCHEDULE KEYNOTES KEY 113100.05 RANGE DESCRIPTION LEGEND CP-1 CEMENT PLASTER CMU-1 CONCRETE MASONRY UNIT P-1 PAINT METAL P-2 PAINT WHITE S-1 STONE VENEER L � GLAZING OWINDOW TAG 0 FINISH TAG T.O. TRELLIS 45' - 10" ROOF DECK 36' - 5" T.O. LOWER ROOF 33' - 2" SHEET NOTES LEVEL 03 23' - 0" LEVEL 02 11'-6" LEVEL 01 0'-01. KEY BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U z LU 0 N LU 13 w 0 z Q m 0 z LU am � m J N � N O � � Q EU Q � rn � I� J DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 12.16.19 PERMIT SUBMITTAL �OF ENLARGED EXTERIOR ELEVATION SCALE: As indicated PR-A104 NEAXONOMETRIC SWAXONOMETRIC BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U z LU 0 N � M LU J c�v � N O � C Q LU E U 0 ro Z Q c DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE 11.08.19 ISSUE DID 100 12.16.19 PERMIT SUBMITTAL AXONOMETRIC VIEWS SEAXONOMETRIC NWAXONOMETRIC SCALE: PR-A3ml2 A B C D E F G H 1 Z -A3. -A3. INSULATION PER TITLE 24 CALCS �1 PATIO r 307 PATIO 209 PATIO Jff ' �0000l IIIIII IAlF 7'-6 23/32" FIRE ACCESS CLEARANCE ROOF ' DECK I 402 EC ROOM 301 ` i LIVING SP CE 201 o I 0 o 0 o o , LIVING SPACE 101 I _ 1 2 -A NORTH SOUTH SECTION AT STAIR WELL 1/8" =1 '-0" C T.O. TRELLIS 3-A3 45'- 10' IM ROOF DECK 36' - 5" — _ T.O. UPPER ROOF 35' - 5" T.O. LOWER ROOF HALLWAY 300 LEVEL 03 23' - 0" HALLWAY 200 HALLWAY 100 A B C D E F G H 1 2 TA3. N�A I I I INSULATION PER TITLE 24 CALCS 6 -A7. IM I I 2 , T.O. LOWER ROOF JN -- -� 33'-2" N I UNIT I ' HA PATIO LOCK -OFF BATHROOM; ELEV 300 AY 314 311 312 I EL1-3 LEVEL 03 23- 0" I I 1 I UNIT C HALLWAY PATIO OCK-OFF BATHROOMI , ELEV 200 214 211 212 EL1-2 i ' I _ I LEVEL 02 11'-6" i UNIT A I i HALLWAY PA�10 OCK-OFF BATHROOM I ELEV 100 moo I 114 I 111 112 i EL1-1 ' oo , LEVEL 01 — 0'-0" �--� - - -A3. -A3. FIRE ACCESS CLEARANCE NORTH SOUTH SECTION AT ELEVATOR LEVEL 02 11'-6" LEVEL 01 12 11 10 9 1 1 1 UNIT C ROOF e 8 7 6 k k -A3. -A3. UNIT C UNIT E LCK-OFF LOCK -OFF UNIT D F LOCK -OFF 221T: :1 ®�4i" ©� UNIT E ROOF 432 5 4 3 - INSULATION PER TITLE 24 CALCS m Ell EF 0 !,I r!7,1 I! EllL4!,l MENOMONIE SIDE YARD MENEM MONROE moozoo EAST WEST SECTION 1/8" = 1'4' M N 0 N M M T.O. TRELLIS 45' - 10" ROOF DECK 36' - 5" T.O. UPPER_ROOF 35' - 5" T.O. LOWER ROOF 33' - 2" LEVEL 03 23' - 0" LEVEL 02 11'-6" LEVEL 01 0'-0" BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U z LU 0 N � M Lu J c�v � N O � C Q LU E U 0 ro Z Q c m � J 0 Z LU am DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 12.16.19 PERMIT SUBMITTAL I BUILDING SECTIONS SCALE: 1/8" =1'-0" PR-A3m2l U m 0 N O IX r a O U 08 10 9 OUTDOOR 0111 SHOWER 8 7 4 3 -A3. -A3. I I I i i� a Il �i ii Elm mill 11 U IT E LOCK -OFF 341 OUTDOOR LOST P DR ; H L W Y UNIT B 104 105 ' 100 LOCK -OFF SHO ER L-11:11ITT 11 111/ 1 "1 106 i I 0 141 F _M 9 I_� 7� -A3. -A3. EAST WEST SECTION AT HALLWAY T.O. TRELLIS 45' - 10" SEE TITLE 24 CALCULATIONS FOR INSULATION RFD. ROOF DECK 36' - 5" T.O. LOWER ROOF 33' - 2" LEVEL 03 23' - 0" LEVEL 02 11'-6" LEVEL 01 0'-0" SEE TITLE 24 CALCULATIONS FOR INSULATION REG. T.O. LOWER ROOF 33' - 2" IIIIIIIIIIIIIIII IIIIIII IIIIII III_IIIII FIRE ACCESS CLEARANCE NORTH SOUTH SECTION @ LOCK -OFF LEVEL 03 23' - 0" _LEVEL 02 AlL 11'-6" _LEVEL 01 0'-0" BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U z LU 0 N � M LU J c�v � N O � C Q LU E U 0 ro Z Q c m � J 0 Z LU am DRAWN BY JL CHECKED BY SC PROJECT NO 17028 DATE ISSUE 12.16.19 PERMIT SUBMITTAL �QC I BUILDING SECTIONS 1/8" =1'-0" 1/8" = 1'4' SCALE: 1/8" =1'-0' PR-A122 STORAGEI 308 ' I� I I I BATHR00�1 303 I I PATIO FLOOR PLAN - LEVEL 3 1 /8" =1 '-0" STORAGE 210 I BATHROOM 144 J °(D .o . 4 4 Q Q Q Q� 4 T 3 T ATIO I 4 ■ O STORAGE 337 I BATHROOM 333 , I PATIO STORAGE 238 �J_llt1. I 237 I _BATHR00 233 , I II SHEET NOTES 1. SEE ENLARGED UNIT PLANS X FOR UNIT XX DIMENSIONS, FINISHES, AND ADDL INFO. 2. RESIDENTIAL UNIT TO RESIDENTIAL UNIT PARTY WALLS ARE TYPE n] UON. 3. RESIDENTIAL UNIT TO CORRIDOR PARTITIONS ARE TYPE M UON. 4. LOCATE FIRE EXTINGUSHER CABINETS AT MAX TRAVEL DISTANCE OF 75'; NOT REQUIRED WITHIN RESIDENTIAL UNITS. 5. RECESS MOUNT FIRE EXTINGUISHER CABINETS UON. SURFACE MOUNT AT CONCRETE OR CMU WALLS. LEGEND 1 HR RATED FIRE BARRIER 2 HR RATED FIRE BARRIER / FIRE WALL 3 HR RATED FIRE BARRIER / FIRE WALL CONCRETE WALL 77777777 CMU WALL 1 HR RATED FIRE PARTITION NON RATED WALL FIRE EXTINGUISHER CABINET FEC O EMERGENCY EGRESS WINDOW - DIRECTION OF SLOPE KEYNOTES KEY DESCRIPTION PARCEL KEY GOLF VILLAS 10A N CLUB HOUSE 6A PENDRY UNITS 6A BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U z Q LU U 0 N a LU z � a Z w am DRAWN BY CHECKED BY PROJECT NO 17028 DATE ISSUE 10.31.19 Alternate Materials and Methods N KEY PLAN (D FLOOR PLAN - LEVELS 2-3 a m M x N Cl) ' C' U oN o = a FLOOR PLAN - LEVEL 2 1 /8" =1 '-0" SCALE: As indicated 07/08/2019 A2mO2 V� 2 FLOOR PLAN - ROOF PLAN A2.03 1 /8" = V-0" a- - 12 11 4 3 3.21 3.21 3 A3.01 I I I i I I 12 11 10 O9 O8 7 6 5 4 Mal 10 Y O 7 6 [:5 Y Y Y Y O Y O F� _(D __0 __0 SHEET NOTES 1. SLOPES ARE 1/4" PER FOOT MIN, UON. 2. SLAB PLAN DRAIN ELEVATIONS REPRESENT DRAIN AT STRUCTURAL SLAB, SLID FOR FINISH GRADE DRAIN ELEVATION. LEGEND CONCRETE SLAB /�/�//X/j/ STEPPED SLAB/ SLAB DEPRESSION O DRAIN ® 2-STAGE DRAIN DIRECTION OF SLOPE SLAB OPENING KEYNOTES KEY DESCRIPTION PARCEL KEY GOLF VILLAS 10A N CLUB HOUSE 6A PENDRY UNITS 6A BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U z w 0 N LU z LU am Q U a z O a J DRAWN BY Author CHECKED BY Checker PROJECT NO 17028 DATE ISSUE 10.31.19 Alternate Materials and Methods KEY PLAN ROOF PLAN 0 !410 73 Cl) O 0 M 1 FLOOR PLAN - ROOF DECK 1 /81, = 1 1-01, SCALE: 07/08/2019 As indicated A2mO3 4 U m s N O a O U n OH n OF OE OD OC OB OA 4 EXTERIOR ELEVATION - EAST .0. TRELLIS 45' - 10" ROOF DECK 36' - 5" )WER ROOF 33' - 2" LEVEL 03 23' - 0" LEVEL 02 11'-6" LEVEL 01 01-oil 1 3.22 K 3 EXTERIOR ELEVATION - NORTH A3.01 1/8" = V-0" 12 11 10 9 8 7 6 5 4 3 2 1 4 3 1 y 3.21 3.2 T.O. TRELLIS 45' - 10" ROOF DECK 36' - 5" 0ILO VER ROOF 33' - 2" N O LEVEL 03 23' - 0" � N M M LEVEL 02 11'-6" LEVEL 01 0'-0" 1 2 .21- -3.21 3.2 3.21 3.2 3 EXTERIOR ELEVATION -WEST 0 EXTERIOR ELEVATION -SOUTH 1 /81, = 1 1-01, FINISH SCHEDULE KEYNOTES KEY DESCRIPTION 1/8" = V-0° LEGEND CP-1 CEMENT PLASTER CMU-1 CONCRETE MASONRY UNIT P-1 PAINT METAL P-2 PAINT WHITE S-1 STONE VENEER GLAZING OWINDOW TAG 0 FINISH TAG SHEET NOTES _ T.O. TRELLIS 45' - 10" ROOF DECK 36' - 5° T.O. LOWER ROOF 33'-2° _ LEVEL 03 23' - 0" LEVEL 02 11'-6" LEVEL 01 0'-0" T.O. TRELLIS 45' - 10" ROOFDECK 36' - 5" _T.O. LOWER ROOF 33' - 2" LEVEL 03 23' - 0" LEVEL 02 11'-6" LEVEL 01 0'-0" KEY BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com U) LU U z w 0 N LU z LU am Q U a z O a J DRAWN BY R CHECKED BY SC PROJECT NO 17028 DATE ISSUE 10.31.19 Alternate Materials and Methods �Qfi KEY PLAN 0 EXTERIOR ELEVATIONS SCALE: 07/08/2019 1/8" =1'-0' A3m01 NEAXONOMETRIC SWAXONOMETRIC BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com U) LU U z w 0 N LU Q U a z O Q J DRAWN BY Author CHECKED BY Checker PROJECT NO 17028 DATE ISSUE 10.31.19 Alternate Materials and Methods 0 OF KEY KEY PLAN AXONOMETRICS a m 0 fM X N V U M Cl) rn O N O M O SEAXONOMETRIC NWAXONOMETRIC SCALE: 07/08/2019 A3ml 2 4 U m s N O a O U A B C D E F G H 1 2 T 3.2 UNIT C ROOF DECK NORTH SOUTH SECTION AT STAIR WELL 1/8" =1'4' m 0 NORTH EAST SECTION AT ELEVATOR 1/8" =1'-0" HALLWAY 300 HALLWAY 200 1ALLWAY 100 T.O. TRELLIS 45' - 10' ROOF DECK 36' - 5" T.O. UPPER ROOF 35' - 5" T.O. LOWER ROOF LEVEL 03 23' - 0" LEVEL 02 11'-6" LEVEL 01 0'-0 H I 12 11 10 T.O. T.O. LOWER ROOF 33' - 2" HALLWAY 300 LEVEL 03 23- 0' HALLWAY 200 HALLWAY 100 LEVEL 02 11'-6" LEVEL 01 0'-0" KEY DESCRIPTION EAST WEST SECTION 1/8" =1'-0" 9 8 7 6 5 4 3 4 3 3.21 3.21 UNIT C UNIT E UNIT A UNIT B LOCK -OFF LOCK -OFF 4 111 _ 3 121 3.21111v N M M T.O. TRELLIS 45' - 10" ROOF DECK 36' - 5" T.O. LIPPER_ROOF 35'-5" T.O. LOWER ROOF 33' ------ LEVEL 03 23' - 0' LEVEL 02 11'-6" LEVEL 01 0'-0" BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U z w 0 N LU z LU am Q U a z O a J DRAWN BY CHECKED BY PROJECT NO 17028 DATE ISSUE 10.31.19 Alternate Materials and Methods OF KEY PLAN 0 !410 BUILDING SECTIONS SCALE: 1/8" =1'-0' 07/08/2019 A3m21 4 U m s N O lX r a O U 12 11 10 9 8 7 6 5 4 3 2 1 F G H 4 3 1 2 y 3.21 3.2 3.2 i ROOF DECK 36' - 5" T.O. LOWER ROOF T. 33' - 27r, LEVEL 03 23' - 0" LEVEL 02 ILI I 11'-6" IL LEVEL 01 4 3 1 2 3.21 IA3.21 3.2 V.2 SECTION AT EXT HALLWAY SECTION AT LOCK -OFF 0. LOWER ROOF 33' - 2" LEVEL 03 23' - 0" LEVEL 02 11'-6" LEVEL 01 0'-0" BARarchitects 901 Battery Street, Suite 300 San Francisco, CA 94111 415 293 5700 www.bararch.com N LU U z w 0 N LU I r rl J RAWN BY Author CHECKED BY Checker PROJECT NO 17028 D DATE ISSUE 10.31.19 Alternate Materials and Methods OF KEY KEY PLAN 0 �i BUILDING SECTIONS 1/8" =1'-0" CD M M m O N O M O 1/8" = 1'-0" SCALE: 1/8" =1'-0' 07/08/2019 A3m22 SILVER ROCK RESORT, PENDRY RESIDENCES ALTERNATE MEANS AND METHODS REQUEST 12/13/19 1 SLSCA # 1178 VIA EMAIL DELIVERY Sam Chan Architect I Project Manager BAR Architects 315 W 9t" Street, Suite 500 Los Angeles, 90017 SILVER ROCK RESORT, PENDRY RESIDENCES - AMMR REQUEST - NUMBER OF EXITS FROM STORIES IN GROUP R-1 OCCUPANCIES Dear Sam, SLS Fire, has prepared this letter regarding the above -mentioned project for consideration and review by the Authority Having Jurisdiction. Project Description This project includes the construction of eleven 3-story Type VB buildings which each contain five (for -sale) Group R-2 dwelling units. We also understand that these units have a portion of which that can be "Locked Off' resulting in a maximum of 15-units which are a combination of dwelling units and sleeping units based on the ability of the owners of the five dwelling units to allow the "Lock Off" units to be rented on a short-term basis at their discretion as transient lodging facilities (Group R-1 hotel rooms). Please note a manual fire alarm system designed in accordance with CBC 907.2.8.1 for Group R-1 occupancies that activates the occupant notification system in accordance with CBC 905 will be provided for all of the buildings. Building Code Compliance Challenge Because this building is comprised of for -sale dwelling units, the CBC could classify these units as R-2 based on the assumed duration of stay. However, based on the potential and intended use for short-term rentals, the classification of these buildings as Group R-1 is more appropriate. The building code compliance challenge associated with this approach towards short- term rentals is that the means of egress requirements for Group R-1 facilities are much more restrictive than those found for R-2. Specifically, CBC Table 1006.3.2(1) would SLS FIRE, INC. I SLSFIRE.COM I SILVER ROCK RESORT, PENDRY RESIDENCES M SILVER ROCK RESORT, PENDRY RESIDENCES ALTERNATE MEANS AND METHODS REQUEST 12/13/19 1 SLSCA # 1178 allow a Group R-2 Occupancy up to the fourth story to be provided with a single exit provided the building is sprinklered throughout in accordance with NFPA 13/13R, the common path of travel does not exceed 125 feet and emergency rescue windows are provided in accordance with CBC Section 1030. Group R-1 occupancies are only permitted to be served by a single means of egress when located on the first story above or below grade plane (second story). Group R-1 occupancies are required to be provided with access to not less than two means of egress when located on the second story above grade plane or higher. The requirements for Group R-1 Transient lodging facilities does not allow for a single exit above the first story. The reason that a single exit configuration is not permitted from R-1 occupancies above the first story is, generally speaking, the lack of occupant familiarity with the building, potential for delayed egress times and extended means of egress times based on building size and configuration. Additionally, occupancies which are open to the public and utilized for transient housing are generally held to a higher level of safety than long term residential occupancies (where -in owners and renters can make an informed long-term decision regarding safety - this is similar to assembly occupancies for public use and assembly occupancies at a place of employment for Seismic Structural Risk Category.) Alternate Method Request Based on the relatively small building size and low occupant loading in addition to the credible severe case fire scenarios (cooking fire, electrical fire, barbecue/gas heating appliance fire) utilization of the single exit allowances for this occupancy is reasonable given the dual use of the buildings as Group R-1 /R-2 and does not affect the overall level of fire/life safety for building occupants when the following building enhancements are implemented. 1. Separate the egress balcony from the all unit interiors by 2-hour fire partitions in lieu of 1-hour fire partitions. 2. Provide Emergency Rescue Windows exceeding the minimum size of 5.7 square feet required by CBC 1030.2 within each sleeping room. More specifically, the emergency escape and rescue windows will be via a sliding door providing access to an exterior deck with a minimum door size of 21 square feet for all of the lock -off units and 34 square feet for the main living spaces. Additionally, the landscaping on the ground level has incorporated not less than 9.5 feet of clear space at all of the exterior balconies to allow ladder access for the fire department at an angle of not less than 70 degrees. See architectural Sheets PR- SLS FIRE, INC. I SLSFIRE.COM I SILVER ROCK RESORT, PENDRY RESIDENCES SILVER ROCK RESORT, PENDRY RESIDENCES ALTERNATE MEANS AND METHODS REQUEST 12/13/19 1 SLSCA # 1178 A3.21 and PR-A3.22 for the diagram of this condition for each of the Group R-1 sleeping units. 3. Design and install the fire sprinkler system in accordance with NFPA 13 with an increased sprinkler design density in accordance with the requirements for an Ordinary Hazard Group 1 hazard classification (in lieu of Light Hazard). 4. Provide a safety briefing by bell -staff during arrival for short term renters or additional egress and life safety information such as an egress map and informational pamphlet upon check in. Conclusion It is the professional opinion of SLS Fire, that the use of a single means of egress from the upper stories is reasonable given the for -sale nature of these units. Because these units are for sale - means of egress requirements aligned with R-2 requirements can be appropriate and to mitigate concerns regarding their short-term rental/use - application of one or multiple of the above approaches will result in a code equivalent level of fire/life safety. The above outlined design enhancements result in an equivalent level of safety for the following reasons: 1. The units themselves are only required to have a single exit access door based on the unit size and occupant load. The goal of providing multiple exits from a single story is to provide multiple options for building occupants during a credible fire scenario should one means of egress be rendered unusable by a fire event. By providing an enhanced level of separation of the exit stair, the likelihood of the stair being rendered unusable because of a single fire event is reduced based on the enhanced fire endurance rating and separation of the egress balcony/ exterior exit stair from the units. 2. Providing emergency rescue windows in each sleeping room which directly access exterior decks aligns with the requirements for allowing a single exit from upper levels of R-2 occupancies from CBC 1006.3.2.(1) and is appropriate here as it allows occupants who are trapped within a unit due to a fire within their unit or an adjacent unit to be rescued by the responding fire department. Access to the deck via doors in lieu of windows will allow occupants and the fire department to more easily navigate the second means of egress. Lastly, the occupants have been provided a staging area on the exterior decks which allows an additional level of protection as the buildup of smoke and toxic gasses would not be expected in a noncovered exterior environment. Lastly, a clear space for fire department use has been provided to allow for the effective use of the exterior decks for rescue purposes. Please note that all exterior walls of buildings 2, 3, 4, 5, 6, 7, 8,9 and 10 are within the maximum 150-foot hose pull requirement from CFC 503.1.1. The maximum hose pull distance for Buildings 1 and 1 1 is 170'-6" and 163' - 9", respectively. CFC Section 503.1.1 allows for the fire code official to extend the hose pull distance in sprinklered buildings. Based on sprinkler protection with an increased density, the design team requests the slight extension of the hose pull SLS FIRE, INC. I SLSFIRE.COM I SILVER ROCK RESORT, PENDRY RESIDENCES SILVER ROCK RESORT, PENDRY RESIDENCES ALTERNATE MEANS AND METHODS REQUEST 12/13/19 1 SLSCA # 1178 distance for Buildings 1 and 11. Please see the Master Water Sewer and Fire Exhibit where the hose pull distances have been identified for each building. 3. Providing an NFPA 13 fire sprinkler system with a design density increased from light hazard to comply with the requirements for an Ordinary Hazard Group 1 hazard classification also improves the likelihood of a fire being controlled or extinguished by the Fire Sprinkler system, thus improving occupant safety and increasing the likelihood that building occupants will be able to egress to the protected balcony (Separated by 2-hour construction) prior to flashover and full -room involvement. 4. Providing a safety briefing and safety pamphlet to building occupants will increase occupant awareness and allow them to take note of the egress configuration during their stay. Based on the size of these buildings and inclusion of a safety briefing and pamphlet building occupants will be acquainted, aware and familiar with unit and building exits. If you have any questions or need further assistance, then please do not hesitate to contact us. Very Truly Yours, Prepared by: SLS Fire, Inc. i Josh Apolenis, PE Sr. Associate/Fire Protection Engineer Reviewed by: SLS Fire, Inc. Andy Thul, PE Principal/Fire Protection Engineer SLS FIRE, INC. I SLSFIRE.COM I SILVER ROCK RESORT, PENDRY RESIDENCES M SILVER ROCK RESORT, PENDRY RESIDENCES ALTERNATE MEANS AND METHODS REQUEST 10/31 /19 1 SLSCA # 1178 VIA EMAIL DELIVERY Sam Chan Architect I Project Manager BAR Architects 315 W 9t" Street, Suite 500 Los Angeles, 90017 SILVER ROCK RESORT, PENDRY RESIDENCES - AMMR REQUEST - NUMBER OF EXITS FROM STORIES IN GROUP R-1 OCCUPANCIES Dear Sam, SLS Fire, has prepared this letter regarding the above -mentioned project for consideration and review by the Authority Having Jurisdiction. Project Description This project includes the construction of eleven 3-story Type VB buildings which each contain five (for -sale) Group R-2 dwelling units. We also understand that these units have a portion of which that can be "Locked Off' resulting in a maximum of 15-units which are a combination of dwelling units and sleeping units based on the ability of the owners of the five dwelling units to allow the "Lock Off" units to be rented on a short-term basis at their discretion as transient lodging facilities (Group R-1 hotel rooms). Building Code Compliance Challenge Because this building is comprised of for -sale dwelling units, the CBC could classify these units as R-2 based on the assumed duration of stay. However, based on the potential and intended use for short-term rentals, the classification of these buildings as Group R-1 is more appropriate. The building code compliance challenge associated with this approach towards short- term rentals is that the means of egress requirements for Group R-1 facilities are much more restrictive than those found for R-2. Specifically, CBC Table 1006.3.2(1) would allow a Group R-2 Occupancy up to the fourth story to be provided with a single exit provided the building is sprinklered throughout in accordance with NFPA 13/13R, the SLS FIRE, INC. I SLSFIRE.COM I SILVER ROCK RESORT, PENDRY RESIDENCES M SILVER ROCK RESORT, PENDRY RESIDENCES ALTERNATE MEANS AND METHODS REQUEST 10/31 /19 1 SLSCA # 1178 common path of travel does not exceed 125 feet and emergency rescue windows are provided in accordance with CBC Section 1030. The requirements for Group R-1 Transient lodging facilities does not allow for a single exit above the first story. The reason that a single exit configuration is not permitted from R-1 occupancies above the first story is, generally speaking, the lack of occupant familiarity with the building, potential for delayed egress times and extended means of egress times based on building size and configuration. Additionally, occupancies which are open to the public and utilized for transient housing are generally held to a higher level of safety than long term residential occupancies (where -in owners and renters can make an informed long-term decision regarding safety - this is similar to assembly occupancies for public use and assembly occupancies at a place of employment for Seismic Structural Risk Category.) Alternate Method Request Based on the relatively small building size and low occupant loading in addition to the credible severe case fire scenarios (cooking fire, electrical fire, barbecue/gas heating appliance fire) utilization of the single exit allowances for this occupancy is reasonable given the dual use of the buildings as Group R-1 /R-2 and does not affect the overall level of fire/life safety for building occupants when the following building enhancements are implemented. l . Separate the egress balcony from the all unit interiors by 2-hour fire partitions in lieu of 1-hour fire partitions. 2. Provide Emergency Rescue Windows within each sleeping room. 3. Design and install the fire sprinkler system in accordance with NFPA 13 in lieu of NFPA 13R. Increase the sprinkler design density to Ordinary Hazard Group 1 (in lieu of Light Hazard). 4. Provide a safety briefing by bell -staff during arrival for short term renters or additional egress and life safety information such as an egress map and informational pamphlet upon check in. Conclusion It is the professional opinion of SLS Fire, that the use of a single means of egress from the upper stories is reasonable given the for -sale nature of these units. Because these units are for sale - means of egress requirements aligned with R-2 requirements can be appropriate and to mitigate concerns regarding their short-term rental/use - application of one or multiple of the above approaches will result in a code equivalent level of fire/life safety. The above outlined design enhancements result in an equivalent level of safety for the following reasons: SLS FIRE, INC. I SLSFIRE.COM I SILVER ROCK RESORT, PENDRY RESIDENCES SILVER ROCK RESORT, PENDRY RESIDENCES ALTERNATE MEANS AND METHODS REQUEST 10/31 /19 1 SLSCA # 1178 The units themselves are only required to have a single exit access door based on the unit size and occupant load. The goal of providing multiple exits from a single story is to provide multiple options for building occupants during a credible fire scenario should one means of egress be rendered unusable by a fire event. By providing an enhanced level of separation of the exit stair, the likelihood of the stair being rendered unusable because of a single fire event is reduced based on the enhanced fire endurance rating and separation of the egress balcony/ exterior exit stair from the units. 2. Providing emergency rescue windows in each sleeping room aligns with the requirements for allowing a single exit from upper levels of R-2 occupancies and is appropriate here as it allows occupants who are trapped within a unit due to a fire within their unit to be rescued by the responding fire department. 3. Providing an NFPA 13 fire sprinkler system results in a more robust system that is more likely to be effective in controlling and/or suppressing a fire. Upgrading the sprinkler design density to Ordinary Hazard Group 1 from Light Hazard also improves the likelihood of a fire being controlled or extinguished by the Fire Sprinkler system, thus improving occupant safety and increasing the likelihood that building occupants will be able to egress to the protected balcony (Separated by 2-hour construction) prior to flashover and full -room involvement. 4. Providing a safety briefing and safety pamphlet to building occupants will increase occupant awareness and allow them to take note of the egress configuration during their stay. Based on the size of these buildings and inclusion of a safety briefing and pamphlet building occupants will be acquainted, aware and familiar with unit and building exits. If you have any questions or need further assistance, then please do not hesitate to contact us. Very Truly Yours, Prepared by: SLS Fire, Inc. Andrew J. Thul, PE Principal/Fire Protection Engineer �a rn rn P, 1� 0 -9�>' Rol Ci ��FEJSIg t SLS FIRE, INC. I SLSFIRE.COM I SILVER ROCK RESORT, PENDRY RESIDENCES