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HomeMy WebLinkAboutSalon Vivacious_ CD permit set_ 8-3-20_ signedGSPublisherVersion 0.0.100.100 ............................. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F F LOO E RTI DAT AS R T E C G EISTITHERCER D A AR97108 IN T E R I O R AL T E R A T I O N S 17 2 3 & 17 2 5 Ok e e c h o b e e Rd , Fo r t Pi e r c e , FL 34 9 5 0 A-1 general notes 8/3/20 ID DA T E CO M M E N T FL De s i g n Bu i l d In s p e c t Co n s t r u c t i o n + Ar c h i t e c t u r e + Ho m e In s p e c t i o n CR C 13 3 1 2 6 3 | AA 26 0 0 3 1 4 2 | HI 10 7 7 6 77 2 .32 1 .45 0 0 fr a n k .li e b l e r @ gm a i l .co m ww w .FL D e s i g n B u l i d I n s p e c t .co m © AL L ID E A S , DE S I G N S , PL A N S AN D AR R A N G E M E N T S IN D I C A T E D ON TH I S SH E E T AR E TH E PR O P E R T Y OF FL DE S I G N BU I L D IN S P E C T , AN D WE R E CR E A T E D , EV O L V E D AN D DE V E L O P E D FO R TH I S SP E C I F I C PR O J E C T . S H E E T CODE SUMMARY Existing Overall Buiding FBC Codes FFPC Codes Occupancy Business FBC 302.1 Business 39 Construction Type 5B FBC 602 N/A N/A Gross Area of Total Bldg 21825 FBC 504 N/A N/A Allowable Height 60' / 3 stories FBC 504 N/A N/A Allowable Area 36,000 sf FBC 506 N/A N/A Sprinklers provided yes N/A N/A N/A Proposed Area of Work Occupancy Business FBC 302.1 Business 39 Min Construction Type 5B FBC 602 N/A N/A Gross Area of Work see calcs N/A see calcs N/A Gross Area Added see calcs N/A see calcs N/A Net area see calcs N/A see calcs N/A Sprinklers modified or added no N/A N/A N/A Alteration Level 2 FBC EXTG CH.5 N/A N/A Egress Occupant Load 29 FBC 1004 29 7.3 Exit Width req 6 in FBC 1005.1 N/A N/A Exit Width provided 128 in N/A N/A N/A Number of exits req 1 FBC 1006.2 2 39.2.4 Number of exits provided 4 N/A N/A N/A Panic Hardware req no FBC 1010.1.10 N/A N/A Exit Signs req yes FBC 1013.1 yes 39.2.10 Manual Fire Alarm req yes FBC 907.2 yes 39.3.4 Max common path of travel 100 ft FBC 1006.2.1 100 ft 39.2.5 Max travel distance 300 FBC 1017.2 300 ft 39.2.6 Emergency Lighting req no FBC 1008.3 yes 39.2.9 Plumbing Fixtures req WC:  see calcs FBC P 403.1 N/A N/A Lav:  see calcs FBC P 403.1 N/A N/A unisex allowed no FBC P 403.2 N/A N/A RR Public Access req yes FBC P 403.1 N/A N/A Water Cooler req no FBC P 403.1 N/A N/A Drinking Fountain req yes FBC P 403.1 N/A N/A Service Sink req yes FBC P 403.1 N/A N/A Fire Resistance structural frame 0.0 hr FBC 601 N/A N/A bearing wall ‐ exterior 0.0 hr FBC 601 N/A N/A bearing wall ‐ interior 0.0 hr FBC 601 N/A N/A non‐bearing wall ‐ exterior 0.0 hr FBC 601 N/A N/A non‐bearing wall ‐ interior 0.0 hr FBC 601 N/A N/A floor construction  0.0 hr FBC 601 N/A N/A roof construction 0.0 hr FBC 601 N/A N/A fire wall 3.0 hr FBC 706.4 N/A N/A Fire Separation none FBC 508.4 N/A N/A Interior Wall & Clg Finishes Vertical exits and exit passageways n/a FBC 803 N/A N/A Exit access corridors & other exitways CLASS C FBC 803 N/A N/A Rooms and enclosed spaces CLASS C FBC 803 any 39.3.3 Occupancy Calcs area ratio occupants unit 1723 1,411 sf 100 14.11 unit 1725 1,411 sf 100 14.11 28.2 total occupants 29 Plumbing Fixtures Calcs ratio qty male lav 40 0.36 female lav 40 0.36 male wc 25 0.58 female  wc 25 0.58 drinking fountain 100 0.15 A-1 A-2 general notes floor plan EXTG ACT FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS SHEET INDEX LOCATION KEYRCP SCALE: 3/16"= 1'-0" PROJECT LOCATION GENERAL NOTES - commercial 1. CODE COMPLIANCE: 1.1. This project was designed under the following codes. The construction documents cannot reference all of the codes require for the construction of this building. By submitting these construction documents for permit or commencing work, the contractor, hereby agrees to comply with all local, state, and federal regulations having jurisdiction over this project, and to comply with all governing codes, including but not limited to, the most current editions as adopted by the state of Florida, of the following: 2017 FBC: BUILDING/ ACCESSIBILITY/ EXISTING/ EXISTING BUILDING 6th ed 2017 FBC: ENERGY CONSERVATION, 6th ed 2017 FBC: PLUMBING/ GAS/ MECHANICAL, 6th ed FFPA 2014 NATIONAL ELECTRIC CODE 2. ALL GENERAL NOTES 2.1. THE FOLLOWING SPECIFICATIONS ARE MINIMUM REQUIREMENTS TO SUPPLEMENT THE DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THESE DRAWINGS, IN CONJUNCTION WITH OTHER SUBMITTALS, REPORTS, OR WRITTEN INSTRUCTIONS BY ARCHITECT OR CONSULTANTS, SHALL BE CONSIDERED THE COMPLETE CONSTRUCTION DOCUMENTS. 2.2. THE FOLLOWING GENERAL & SPECIFIC NOTES SHALL APPLY EQUALLY TO ALL CONTRACTORS , SUBCONTRACTORS, AND SUPPLIERS ENGAGED IN EXECUTION OF WORK ON THESE PLANS. 2.3. GENERAL CONTRACTOR SHALL FURNISH A COMPLETE SET OF DRAWINGS AND ADDENDUM'S TO ALL SUBCONTRACTORS ON THE JOB AND COORDINATE THEIR WORK. ANY DISCREPANCIES AND/OR CONFLICTS IN THE DRAWINGS SHALL BE NOTIFIED TO THE ARCHITECT BEFORE PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO SO WILL BE THE ENTIRE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY COSTS ARISING TO CORRECT THE DISCREPANCY AND/OR CONFLICT SHALL BE BORNE BY THE RESPONSIBLE PARTY. 2.4. NO DEVIATION OF THE APPROVED SET OF DRAWINGS WILL BE MADE IN THE FIELD WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT AND BUILDING OFFICIAL. IN SUCH CASE THE ARCHITECT SHALL PREPARE A REVISION IN ACCORDANCE WITH THE CHANGE. APPROVAL FROM THE BUILDING OFFICIAL SHALL BE OBTAINED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 3. ARCHITECT & CONTRACTOR RELATIONSHIP 3.1. UNLESS CONTRACTED DIRECTLY BY CONTRACTOR, THE ARCHITECT AND CONTRACTOR ARE NOT IN A CONTRACTUAL RELATIONSHIP, THE ARCHITECT IS AN AGENT OF THE OWNER. BY SUBMITTING THESE CONSTRUCTION DOCUMENTS FOR PERMIT, THE CONTRACTOR ACKNOWLEDGES THAT THEY ARE COMPETENT , UNDERSTAND THE DOCUMENTS , AND ARE BOUND BY THE TERMS OF THE DOCUMENTS. IF THE CONTRACTOR VEERS FROM THESE PLANS, THEY ARE ACCEPTING LIABILITY THAT MAY ARISE DUE TO CHANGES. ARCHITECT IS NOT LIABLE FOR THE CONTRACTOR’S INCOMPETENCY TO UNDERSTAND THE CONSTRUCTION DOCUMENTS. IT IS NOT THE ARCHITECT'S ERROR OR OMISSION IF THE ARCHITECT DOES NOT SPECIFY/REFERENCE SOMETHING THAT IS REQUIRED BY THE CODES MENTIONED, THE CONTRACTOR AND SUBS ARE REQUIRED TO UNDERSTAND AND ADHERE THE BLDG CODES NO DIFFERENT THAN THE ARCHITECT. 4. WORKMANSHIP: 4.1. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. 5. COORDINATION: 5.1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK FOR ALL TRADES. 5.2. A DRAWING MAY INADVERTENTLY OMIT SOME RELATED ITEM FROM ANOTHER DRAWING. THIS DOES NOT MEAN THAT THE SECONDARILY OMITTED ITEM IS NOT REQUIRED IN SO FAR AS IT AFFECTS THE TRADES. ALL TRADES SHALL INCLUDE EVERYTHING NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING CODE - ACCEPTABLE PROJECT, UNLESS CERTAIN ITEMS ARE SPECIFICALLY INDICATED AS BEING PROVIDED BY OTHERS AS "NIC" (NOT IN CONTRACT). 6. ABBREVIATIONS: 6.1. SEE ABBREVIATION LIST FOR DEFINITIONS WHICH ARE USED IN THESE DRAWINGS AND SPECIFICATIONS. 7. CONDITIONS NOT DETAILED: 7.1. CONSTRUCTION DOCUMENTS CANNOT DETAIL EVERY CONDITION OR INSTRUCT THE CONTRACTOR ON HOW TO PERFORM THE WORK. EVERY CONNECTION, CORNER, FLASHING, ETC. MUST BE RESOLVED. NOTIFY ARCHITECT IF A CONDITION NEEDS ADDITIONAL DIRECTION OR DETAIL. ARCHITECT IS NOT LIABLE FOR WORK THAT IS NOT DETAILED/SPECIFIED BY ARCHITECT. IF DRAWINGS HAVE A DETAILED SPECIFICATION FOR A CERTAIN PRODUCT , CONTRACTOR MAY REQUEST A SUBSTITUTION APPROVAL BY ARCHITECT . IF DRAWINGS HAVE A GENERIC SPECIFICATION CONTRACTOR IS FREE TO USE ANY PRODUCT THAT MEETS WHAT IS SPECIFIED WITHOUT APPROVAL BY ARCHITECT. 8. VERIFY SITE INFORMATION: 8.1. CONTRACTOR IS TO VERIFY ALL SITE INFORMATION AND ASSUMPTIONS, ESPECIALLY SUBTERRANEAN CONCEALED CONDITIONS INVOLVING HIDDEN UTILITIES AND SOIL CONDITIONS. SHOULD ANY CONDITIONS AFFECTING THE WORK BE DISCOVERED BY THE CONTRACTOR, HE IS TO NOTIFY THE ARCHITECT IMMEDIATELY. CONTRACTOR SHALL VERIFY THAT EXISTING SOILS MEET THE MINIMUM CAPACITY PER THE STRUCTURAL DESIGN. 9. PRIOR TO ANY EXCAVATION WORK : 9.1. THE CONTRACTOR IS REQUIRED TO LOCATE ANY AND ALL UTILITIES IN OR UNDER CONSTRUCTION , AND MAKE ARRANGEMENTS FOR THEIR LEGAL RE-ROUTING, AS ACCEPTABLE TO GOVERNING AGENCIES, AUTHORITIES, UTILITIES AND OWNER. CONTACT ALL AFFECTED UTILITY COMPANIES AND INFORM THEM OF THE IMPENDING CONSTRUCTION, AND OBTAIN THEIR ASSISTANCE IN LOCATING THEIR UTILITIES . 10. DIMENSIONS: 10.1. DIMENSIONS ON ARCHITECTURAL DRAWINGS MAY BE "ROUGH" OR "FINISH." SEE PLANS FOR REQUIREMENTS. ARCHITECTURAL DIMENSIONS SHALL TAKE PRECEDENCE OVER STRUCTURAL OR OTHER DIMENSIONS, IF NO OTHER CONFLICT RESULTS. DOCUMENT ANY SUCH DISCREPANCIES TO ARCHITECT IN WRITING. DO NOT RELY ON SCALED DIMENSIONS. 11. HEIGHT ELEVATIONS: 11.1. BUILDING HEIGHT ELEVATIONS TYPICALLY USE THE MAIN FLOOR SLAB AS ELEVATION 0'-0" (BUILDING ELEVATIONS MAY BE NOTED AS "BLDG EL. __" OR "EL. __" OR "AFF. __”) ANY ELEVATION NOT OTHERWISE DESIGNATED AS A SITE ELEVATION IS ON ANY PLANS OTHER THAN THE SITE PLAN IS ASSUMED TO BE A BUILDING ELEVATION. SITE ELEVATIONS MAY BE BASED ON THE SURVEY, WHICH MAY USE MEAN SEA LEVEL, NAVD, OR OTHER HEIGHT AS A REFERENCE DATUM. SITE ELEVATIONS MAY BE NOTED AS: "SEL __" OR "__ NAVD" OR " +X.X' ". CONSULT ARCHITECT FOR ANY QUESTIONABLE LOCATIONS PRIOR TO CONSTRUCTING. 12. AMBIGUITY: 12.1. IN THE EVENT OF ANY AMBIGUITY OR QUESTION WITH REGARD TO THE INTENT OF THE DOCUMENTS, THE ARCHITECT SHALL INTERPRET THE CONSTRUCTION DOCUMENTS. 12.2. IN CASE OF CONFLICTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, CONSULT WITH ARCHITECT . IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, CONSULT WITH ARCHITECT. 13. FLORIDA PRODUCT APPROVALS / SUBMITTALS / SHOP DRAWINGS: 13.1. THE SUBMISSION OF REQUIRED NOTICES OF ACCEPTANCE (NOA) / PRODUCT APPROVALS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO MAKE THESE AVAILABLE AT TIME OF INSPECTION . EVEN IF THE ARCHITECT PROVIDES THESE THE CONTRACTOR MAY CHANGE TO A DIFFERENT PRODUCT THAT MEETS THE SAME OR HIGHER BUILDING DESIGN PRESSURES, SOME JURISDICTIONS WILL REQUIRE A REVISION. IF THERE IS A DISCREPANCY BETW THE FASTENING OF PRODUCTS, ACCORDING TO MFR INSTALLATION AND ARCHITECT 'S SPECS, VERIFY W/ ARCHITECT. 13.2. SHOP DRAWINGS/SUBMITTALS WILL BE REVIEWED FOR DESIGN CONFORMITY AND GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES/TECHNIQUES OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER TRADES, AND FULL COMPLIANCE WITH CONSTRUCTION DOCUMENTS. 14. GENERAL STRUCTURAL 14.1. ONCE SIGNED & SEALED BY ARCHITECT OR ENGINEER. DESIGN PROFESSIONAL CERTIFIES THAT THE CONSTRUCTION DOCUMENTS MEET THE LOAD REQUIREMENTS STATED IN THE APPLICABLE FBC REFERENCED. 14.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION PHASE LOADS. 14.3. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL CONSTRUCTION AND ITS CONTENTS. 14.4. SPECIFIC PRODUCT DATA MUST BE PROVIDED TO ARCHITECT FOR APPROVAL OF HEAVY FINISHES SUCH AS TILE ROOFS OR STONE ON RAISED FLOORS. 30. FIRE RATED UL FLOOR, WALL, & ROOF PENETRATIONS: 30.1. CONTRACTOR MUST USE SPECIFIC UNDERWRITER'S LABORATORIES DESIGN NUMBERED SYSTEMS FOR PENETRATING RATED WALLS, FLOORS, AND CEILINGS. ARCHITECT'S DOCUMENTS MAY OR MAY NOT INDICATE CERTAIN SYSTEMS . CONTRACTOR TO FURNISH UL NUMBERS IF APPLICABLE. 30.2. PENETRATIONS AS PER FBC 714 31. EGRESS: 31.1. DOORS AS PER FBC 1010 AND FBC ACCESSIBILITY 404 31.3. EXIT SIGN AS PER 1013 32. FIRE PROTECTION: 32.1. CONTRACTOR SHALL CONSULT WITH THE AHJ/ FIRE MARSHALL REGARDING REQUIREMENTS FOR FIRE EXTINGUISHER. 32.3. PROVIDE FIRE BLOCKING AS PER FBC 718.2. 33. MISC: 33.6. RESTROOM FIXTURES AND DRINKING FOUNTAINS AS PER FBC ACCESSIBILITY CH.6 35. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: 35.1. WEATHERING: NEGLIGIBLE, TERMITE AREA: VERY HEAVY SCOPE OF WORK 1. EXTG CEILING TO REMAIN AS IS. 2. EXTG HVAC DUCTS TO REMAIN AS IS. 3. EXTG ELECTRICAL FIXTURES/RECEPTACLES TO REMAIN AS IS. 4. EXTG PLUMBING FIXTURES & CLEARANCES ARE TO REMAIN AS IS. 6. NEW OPENING IN COMMON WALL. CODE SUMMARY: PROJECT DESCRIPTION INTERIOR ALTERATIONS TO EXTG UNITS IN A STRIP MALL. COMBINE TWO ADJACENT UNITS TO HAVE COMMON TENANCY. EXTG TENANT OF UNIT 8627 IS EXPANDING TO INCLUED UNIT 8629. CHANGE OF USE FROM MERCENTILE TO BUSINESS FOR UNIT 8629. PROPERTY INFORMATION: parcel id: 3414-501-1912-500-6 General Com (St Lucie County) flood zone: X UTILITY INFORMATION: gas: n/a sewage: public potable water: public DocuSign Envelope ID: A2ED5E25-48DC-4E9E-A97D-19EBB4855C03 8/3/2020 GSPublisherVersion 0.0.100.100 ............................. .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F F LOO E RTI DAT AS R T E C G EISTITHERCER D A AR97108 IN T E R I O R AL T E R A T I O N S 17 2 3 & 17 2 5 Ok e e c h o b e e Rd , Fo r t Pi e r c e , FL 34 9 5 0 A-2 floor plan 8/3/20 ID DA T E CO M M E N T FL De s i g n Bu i l d In s p e c t Co n s t r u c t i o n + Ar c h i t e c t u r e + Ho m e In s p e c t i o n CR C 13 3 1 2 6 3 | AA 26 0 0 3 1 4 2 | HI 10 7 7 6 77 2 .32 1 .45 0 0 fr a n k .li e b l e r @ gm a i l .co m ww w .FL D e s i g n B u l i d I n s p e c t .co m © AL L ID E A S , DE S I G N S , PL A N S AN D AR R A N G E M E N T S IN D I C A T E D ON TH I S SH E E T AR E TH E PR O P E R T Y OF FL DE S I G N BU I L D IN S P E C T , AN D WE R E CR E A T E D , EV O L V E D AN D DE V E L O P E D FO R TH I S SP E C I F I C PR O J E C T . S H E E T 57 ' - 1 1 " 57 ' - 1 1 " 24'-4 1/2"7"24'-4 1/2" 0'-0" FLR -0'-2" FLR-0'-2" FLR 0'-0" FLR E-PANEL UNIT: 8629 SALON UN I T : 86 2 5 BU S I N E S S US E EXIT EXIT FRONT COMMON OPEN/ COVERED WALKWAY UNIT: 8627 EMPTY SPACE CU REAR PAVED ALLEY D2 D1 D3 D4 EXIT E-PANEL EXIT UNISEX HC RR CU UN I T : 86 31 BU S I N E S S US E UTILITY UTILITY EL EL FP FA FP FA SERVICE/ MOP SK LAUND SK WA DR STORAGE UNISEX HC RR SH A M P O O CH A I R SH A M P O O CH A I R SH A M P O O CH A I R SH A M P O O CH A I R DRYER CHAIR DRYER CHAIR D 5 D 6 HI DF LO DF SHELVES EXIT ID LOCAT SIZE TYPE MATERIAL GLAZING HANDLE HARDWARE RENO STATUS OCCUPANCY >  50 NOTE D1 1/ EXT 36" x 80"S. SWING ALUM/GLASS YES PUSH BAR/PULL HANDLE, LOCK EXTG NO CHANGES NO EXTG ADA THRESHOLD D2 1/ EXT 36" x 80"S. SWING ALUM/GLASS YES PUSH BAR/PULL HANDLE, LOCK EXTG NO CHANGES NO EXTG ADA THRESHOLD D3 1/ EXT (2) 36" x 80"D. SWING STEEL NO LEVER W/ LOCK EXTG NO CHANGES NO D4 1/ EXT (2) 36" x 80"D. SWING STEEL NO LEVER W/ LOCK EXTG NO CHANGES NO D5 1/ INT 36" x 80"S. SWING NO LEVER W/ LOCK EXTG NO CHANGES NO D6 1/ INT 36" x 80"S. SWING NO LEVER W/ LOCK EXTG NO CHANGES NO D7 1/ INT 36" x 80"S. SWING NO LEVER W/O LOCK EXTG NO CHANGES NO D8 1/ INT 36" x 80"S. SWING NO LEVER W/O LOCK EXTG NO CHANGES NO DOOR SCHEDULE 57 ' - 1 1 " 6' - 8 " 6' 11 ' - 4 " 12 ' - 1 " 9' 9' 14 ' - 1 0 " 8' 57 ' - 1 1 " 24'-4 1/2"7"24'-4 1/2" 11'-1" 0'-0" FLR -0'-2" FLR-0'-2" FLR 0'-0" FLR 8'H NEW 8'H OPENING, NON BRG 8'H 8'H 8'H 8 'H 8 'H E-PANELFE UNIT: 8629 SALON UN I T : 86 2 5 BU S I N E S S US E EXIT EXIT FRONT COMMON OPEN/ COVERED WALKWAY UNIT: 8627 EMPTY SPACE CU REAR PAVED ALLEY D2 D1 D3 D4 E-PANEL EXIT CU UN I T : 86 31 BU S I N E S S US E UTILITY UTILITY EL COUNSELING MASSAGE EL FP FA FE FP FA SERVICE/ MOP SK LAUND SK WA DR STORAGE SH A M P O O CH A I R SH A M P O O CH A I R SH A M P O O CH A I R SH A M P O O CH A I R DRYER CHAIR DRYER CHAIR DRYER CHAIR DRYER CHAIR D 5 D 6 D 7 D 8 HI DF LO DF SHELVES SHELVES MALE HC RR FEMALE HC RR TR A V E L DI S T 61 '-0 " EXIT PLAN LEGEND EXIT LIGHT W/ BATTERY BACKUP WALL TYPE 1: EXTG, 5/8 GWB OVER 8" CMU, NO FIRE RESISTANCE REQ WALL TYPE 2- EXTG, 2x4 @ 16" OC W/ GWB, NO FIRE RESISTANCE REQ WALL TYPE 3- EXTG, 1 HR (PERSCRIPTIVE) TENANT SEP, 6" METAL STUD @ 16" OC W/ 2 LAYERS 5/8 GWB EA SIDE EXIT FE WALL TYPE 3- EXTG, ABANDONED TENANT SEP, 6" METAL STUD @ 16" OC W/ 2 LAYERS 5/8 GWB EA SIDE WALL TYPE 4- NEW, 3-5/8 METAL STUD @ 16" OC W/ 2 LAYERS 5/8 GWB EA SIDE, FLOOR TO DROP CLG UNO EL PORTABLE MOUNTED FIRE EXTINGUISHER PER MARSHALL EMERGENCY LIGHT, BATTERY BACKUP FA EXTG FIRE ALARM FP EXTG MANUAL FIRE ALARM PULL FS EXTG AUTO FIRE SPRINKLERS EXISTING FLOOR/ LIFE SAFETY PLAN SCALE: 1/4"= 1'-0" PROPOSED FLOOR/ LIFE SAFETY PLAN SCALE: 1/4"= 1'-0" DocuSign Envelope ID: A2ED5E25-48DC-4E9E-A97D-19EBB4855C03 8/3/2020