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HomeMy WebLinkAboutRemodeling PlansARCHITECTURAL ABBREVIATIONS L Angle L Length ti Centerline LAV Lavatory 0 Diameter or round LBS Pounds ± Plus or minus LID Linear Diffuser R Plate or property line LF Linear Feet c/c Center to Center LH Left Hand LOC Location A/C Air Conditioner/ing LT Light AC Acoustical LVR Louver ACC Accessible LVT Luxury Vinyl Tile ACFL Access Floor ACT Acoustical Ceiling Tile MAX Maximum AD Area Drain MECH Mechanical ADDM Addendum MFR Manufactory ADJ Adjacent MIN Minimum ADJT Adjustable MISC Miscellaneous AFF Above Finished Floor MO Masonry Opening AFR Above Finished Roof MCT Linoleum/Marmoleum Composite Tile AHU Air Handling Unit MTD Mount (ed) (ing) A. L. Arc Length MTL Metal ALUM Aluminum MULL Mullion ALT Alternate ANOD Anodized N North AP Access Panel NAT Natural APPROX Approximate NGVD National Geodetic Vertical Datum NIC Not in Contract BD Board NO/# Number BDR Bedroom NOM Nominal BFF Below Finish Floor NRC Noise Reduction Coefficient BTWN Between NTS Not to Scale BLDG Building BLK Block OA Overall BM Beam OC On Center BOB Bottom of Beam OD Outside Dimension BOP Bottom of Pipe OFF Office BR Bathroom OH Overhead BS Both Sides OPNG Opening BTU British Thermal Unit OPP Opposite OS Occupancy Sensor CAB Cabinet CAS Casement PBD Particle Board CEM Cement PCF Pounds Per Cubic Foot CHR Chair rail PLAS Plaster CUFT Cubic Foot (Feet) PED Pedestal CIS Corner Guard PERIM Perimeter CIR Circle PLAM Plastic Laminate C.I.P. Cast in Place PLBG Plumbing CJ Control Joint PLWD Plywood CL Center Line PIV Point indication Valve CLF Chain Link Fence PNL Panel CLR Clear PNT Paint CLG Ceiling PREFAB Prefabricated CLR Clear PROP Proposed CMU Concrete Masonry Unit PSF Pounds Per Square Foot CO Clean Out PSI Pound Per Square Inch COL Column PTN Partition CONIC Concrete PT Porcelain Tile COMB Combination PTL Pressure Treated Lumber CONT Continuous PTW Pressure Treated Wood COOR Coordination PVC Polyvinyl Chloride Pipe CPT Carpet CPTT Carpet Tile QT Quarry Tile CS Cast Stone CSMT Casement R Rise CT Ceramic Tile R/W Right -of -Way CTR Counter RA Return Air CU Condensing Unit RAD/ R Radius RD Roof Drain DIA Diameter RE Relocated DIAG Diagonal REINF Reinforced/ Reinforcing DIFF Diffuser REQ'D Required DIM Dimension RM Room DW Dishwasher RUB Rubber Wall Base DR Door or Dining Room RUBTR Rubber Stair Tread DN Down RCP Reflected Ceiling Plan DET Detail REC Recessed DWG Drawing RECPT Receptacle RLG Railing E East RO Rough Opening EA Each RTU Rooftop Air Handling Unit EC Eased Corner EL Elevation S South ELEC Electric SAN Sanitary ELEV Elevator SCHED Schedule ENCL Enclose SF Square Feet ENGR Engineer (ing) SHT Sheet EQ Equal SIM Similar UIP EQUIP Equipment SP Space EWC Electric Water Cooler SPEC(S) Specifications(s) EXTG Existing STD Standard EXP Exposed, Expansion STL Steel EXT Exterior STR Structural SUP Support FD Floor Drain / Fire Damper SUSP Suspended FE Fire Extinguisher SW Sidewalk FEC Fire Extinguisher Cabinet T Thickness / Tread FF Finished Floor TOB Top of Beam FIN Finish TOC Top of Concrete FLR Floor TOF Top of Footing FS Floor Sink TOI Top of Insulation FT Feet TOP Top of Parapet TOS Top of Slab GA Gauge TOW Top of Wall GALV Galvanized TYP Typical GB Grab Bar GL Glass UNO Unless Noted Otherwise GUM Glass Unit Masonry UE Utility Easement GWB Gypsum Wallboard GYP Gypsum VCT Vinyl Composition Tile VERT Vertical H/HT Height VTR Vent thru Roof HB Hose Bib HDW Hardware W Width / West HDWD Hardwood W/ With HORZ Horizontal WCO Wall Cleanout WD Wood ID Inside Diameter WP Weatherproof IN Inch / Inches INSUL Insulation INT Interior JB Joint Bearing JT Joint JBOX Junction Box SYMBOLS AND NOTES 1-100 ROOM DESIGNATION ROOM NUMBER ROOM NAME FINISH KEY FINISH NUMBER REFER TO FINISH SCHEDULE FOR MATERIAL EQUIPMENT TAG EQUIPMENT QUANTITY / EQUIPMENT NUMBER ELEVATION DATUM T.0 PARAPET— LOCATION 0'-0" HEIGHT POINT ELEVATION KEY HEIGHT - WALL SECTION/DETAIL KEY XX/XX� X"*— SHEET N0. SECTION NO. DOOR KEY 12 DOOR NUMBER WINDOW TAG ® WINDOW NO. GENERAL NOTES: SHT DETAIL KEY ('----'� DETAIL NUMBER SHEET NUMBER AREA OF CONCERN REVISION DELTA DETAIL NO. PARTITION TYPE KEY WALL, PARTITION OR CHASE TYPE DETAIL NUMBER STUD OR MASONRY THICKNESS, IF DIFFERENT THAN INDICATED IN WX_X_ DETAIL 1 IF WALL TYPE FOLLOWED WITH AN 'S', WALL IS TO BE PROVIDED WITH INSULATION AS INDICATED IN DETAIL WALL HOURLY FIRE RATING ELEVATIONS KEY ELEVATION NUMBER 01/A1.1 — SHEET NUMBER — VIEWPOINT NORTH ARROW N 1. CONTRACTOR SHALL COMPLY WITH ALL APPROVED APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES, LAWS, REGULATIONS AND ORDINANCES. 2. ALL MATERIALS AND EQUIPMENT UTILIZED IN THIS PROJECT SHALL BE UTILIZED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 3. ALL WORK DONE UNDER THE SUPERVISION OF THE CONTRACTOR SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER IN ACCORDANCE WITH ALL GOVERNING AGENCIES, RULES AND REPUTATIONS HAVING JURISDICTION. 4. UNDER NO CIRCUMSTANCES SHALL ASSUMPTIONS BY THE CONTRACTOR BE CONSIDERED THE DESIGN INTENT NOR THE APPROVAL OF ARCHITECT OR ENGINEER WITHOUT THEIR WRITTEN APPROVAL. 5. CONTRACTOR SHALL MAINTAIN ALL EXISTS CLEAR AND UNOBSTRUCTED DURING CONSTRUCTION ACTIVITIES. 6. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. 7. ALL SHOP DRAWINGS DIMENSIONS SHALL BE FIELD VERIFIED AND SHALL BEAR THE REVIEW STAMP, DATE AND SIGNATURE OF THE CONTRACTOR BEFORE SUBMITTAL TO ARCHITECT AND/OR ENGINEER. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRIS DAILY FROM THE SITE AND FOR PROPERLY CLEANING ALL AREAS PRIOR TO FINAL ACCEPTANCE BY THE OWNER, INCLUDING BUT NOT LIMITED TO WINDOW, STOREFRONTS, FLOORS, CONSTRUCTION MATERIAL FROM THE SITE AND SHALL ALSO BE RESPONSIBLE FOR WALLS, DOORS, ETC. CONTRACTOR SHALL PROVIDE ITS OWN TRASH CONTAINER AT THE LOCATION SELECTED BY THE OWNER. ALL DEMOLITION AND CONSTRUCTION AREAS SHALL HAVE "NO SMOKING" SIGNS POSTED. 9. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL GIVE THE OWNER A COMPLETED SET OF RECORD DRAWINGS ("AS -BUILT") ALONG WITH THE WRITTEN GUARANTEES, AND ALL OPERATION AND MAINTENANCE MANUAL OF ALL EQUIPMENT AND FINISHES INSTALLED. 10. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXCEPTED TO FURNISH AND INSTALL ALL ITEMS TO COMPLETE ALL BUILDING SYSTEMS AND PROVIDE ALL APPURTENANCES FOR EQUIPMENT TO BE PLACED IN WORKING ORDER. 11. CONTRACTOR SHALL AVOID INTERFERENCE WITH THE NORMAL WORK FLOW AND PROPER FUNCTIONING OF ALL AREAS WITH THE BUILDING. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S SECURITY PROGRAM METHODS TO AVOID UNAUTHORIZED ENTRY, VANDALISM AND THEFT. 12. CONTRACTOR SHALL BE REQUIRED TO CONTINUOUSLY MAINTAIN ALL NECESSARY UTILITIES TO THE OCCUPIED FACILITIES DURING CONSTRUCTION. TEMPORARY PROVISIONS SHALL BE MADE. 13. FIRE PROTECTION SYSTEM (IF APPLICABLE) SHALL REMAIN ACTIVE DURING DEMOLITION AND RENOVATION ACTIVITIES IN THE EVENT OF A FIRE PROTECTION CUT-OFF OF SERVICE FOR MORE THAN 4 HOURS IN A 24 HOURS PERIOD. THE BUILDING SHALL BE PLACED UNDER FIRE WATCH. ALL FIRE WATCH REQUESTS MUST BE SUBMITTED IN WRITING TO THE OFFICE AND APPROVED BY THE OFFICE OF THE FIRE MARSHALL. 14, THE ARCHITECT AND ENGINEER ACCEPTS NO RESPONSIBILITY FOR WORK WHICH IS NOT IN COMPLIANCE WITH THE INTENT AND REQUIREMENTS OF THE DRAWINGS, OR WHICH HAS BEEN PERFORMED BASED UPON THE INTERPRETATION OF INTENT OF THE DRAWINGS BY PARTIES OTHER THAN THE ARCHITECT OR ENGINEER. 15. CONTRACTOR TO FIELD VERIFY (F.V.) ALL DIMENSIONS AND EXTG. CONDITIONS PRIOR TO BIDDING AND STARTING CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES. 16. ALL DIMENSION ARE NOMINAL AND TO FACE OF FINISH SURFACE. 17. CONTRACTOR TO FIELD VERIFY AND REPORT ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND FIELD CONDITIONS TO THE DESIGN TEAM PRIOR TO START OF ANY DEMOLITION. 18. CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES. 19. REFER TO SURVEY FOR LEGAL DESCRIPTION FOR PROPERTY. Aft i3keF Iti�VtfJlk?t fart Pimo Jetson rV & Appliance ��irt l�l�!re'�alarel�+air :,' Tomblixw k mi) rail lrftgw *lam R i1"60 icl "Rd PROJECT SITE Alcance Mram" i 9 r ' LIB Ivey `�, ' r e., FIL 34982 ' Cog in At t Of Ft. Piers: utirr'r A,ur a 1z" , 'f 4 can piw* Affordable Taxi 'treasure Cat in Ft ., „ri Arr sT#ShuttleB MA ra a:7rr Ft. 'E, W We , ., t9vrrTtr� a�kltt� r r�r r F;ri dee r Memedes-Oenz Of Ft Pierce le MWre"do It r � PROJECT VICINITY MAP KEY PLAN NITS il 91'�L 10 :1 0 1 4405 S US HWY 1 FORT PIERCE, FL 34982 RECEIVED St, Lucie GoUrlty Permitting ATLANTIC OCEAN OJECT SITE PIERCE EST PALM BEACH )RT LAUDERDALE DLLYWOOD IAMI DRAWING INDEX SHEET # SHEET TITLE ISSUE DATE REV. # REV. DATE GENERAL CS-1 ICOVER SHEET 08.06.21 DEMOLITION D-1 IDEMOLITION PLAN 08.06.21 LIFE SAFETY LS-1 ILIFE SAFETY PLAN & NOTES 08.06.21 ARCHITECTURAL A-1 FLOOR PLAN 08.06.21 A-1.5 ENLARGED PLAN & INTERIOR ELEVATIONS 08,06.21 A-2 REFLECTED CEILING PLAN 08.06.21 A-3 WALL TYPES, & DETAILS 08.06.21 A-4 DOOR SCHEDULE AND DETAILS 08.06.21 STRUCTURAL S-001 GENERAL NOTES AND DESIGN INFORMATION 08.06.21 S-100 NEW COLUMNS & FOUNDATION LAYOUT 08.06.21 S-101 NEW COLUMNS & FOUNDATION LAYOUT 08.06.21 ELECTRICAL E-1 ELECTRICAL POWER FLOOR PLAN 08.06.21 E-2 ELECTRICAL LIGHTING PLAN 08.06.21 E-3 ELECTRICAL PANEL 08.06.21 E-4 ELECTRICAL NOTES AND RISER 08.06,21 MECHANICAL M-1 MECHANICAL FLOOR PLAN 08.06.21 M-2 MECHANICAL DETAILS 08.06.21 PLUMBING P-1 PLUMBING FLOOR PLAN 08.06.21 P-2 PLUMBING RISERS 08.06.21 PROJECT DESIGN TEAM ARCHITECT: M/E/P ENGINEERING: D & QSTUDIO, LLC BACH DESIGN ENGINEERING, LLC 8245 S.W. 42ND STREET 5130 N. FEDERAL HWY, SUITE 1 MIAMI, FL 33155 FT. LAUDERDALE, FL 33308 TEL: 786.239.1322 TEL: 954.461.4314 EMAIL: INFO@D-Q-S.COM EMAIL: BACH@BACHENGINEERS.COM STRUCTURAL: ANDREW MORGAN SERVICES, LLC 513 US 1, #109 NORTH PALM BEACH, FL 33408 TEL: 561.881.8999 EMAIL: AMORGANSERVICES@GMAIL.COM SCOPE OF WORK SUMMARY: THIS PROJECT SHALL INCLUDES REMODELING OF INTERIOR LAYOUT AND STRUCTURAL COLUMN, ALL MATERIALS AND ELEMENTS NOT NOTED FOR REMODEL SHALL REMAIN. REFER TO PLANS FOR FURTHER INFORMATION, STUDIO ARC H I T E C T S 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WM. D-Q-S. COM © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SEAL 0 F '�• 39 •V • •LV ©� V4 F�/` FREE • •ARG DANIEL DIAZ AR # 97839 STATEMENT: TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS ARE COMPLETE AND COMPLY WITH THE "FLORIDA BUILDING CODE", THE "FIRE PREVENTION CODE", AND OTHER APPLICABLE CODES AND REGULATIONS FOR THIS SUBMITTAL. PROJECT • • W J - CV � 00 Z W }� W �J = Li- LD 0 = U � fz � W (� a Z o LJJ 4-0 ILL a FILE COPY REVISIONS NO. DATE DESCRIPTION DID PROJECT NO.: 2115 CHECKED BY: - DRAWN BY: - DATE : 07/23/21 PHASE PERMIT SET SHEET TITLE COVER SHEET SHEET NUMBER It (01 EXISTING/ DEMOLITION PLAID D-1 SCALE: 3/16" = 1' 0" 01 COMPLETELY REMOVE: ALL EXISTING TILE/CARPET FLOORING TO SUBBASE. PATCH & REPAIR AS REQUIRED FOR SMOOTH SURFACE TO ACCEPT NEW FINISH COORDINATE FINISH W/ OWNER FINISH. 02 REMOVE EXISTING ACOUSTICAL TILE CEILING AND LIGHTING FIXTURES. 03 EXISTING HVAC DIFFUSERS, DUCTWORK, MECHANICAL EQUIPMENT TO REMAIN/RELOCATED. COORDINATE MECHANICAL DWGS. 04 COMPLETELY REMOVE: PARTITION WALLS, DOORS, & FRAME SHOWN DASHED. 05 REMOVE ALL EXISTINC39 PLUMBING FIXTURES, EXHAUST VENTS, FLOOR DRAIN, AND PI UMBING LINE,. CAP ALL PLUMBING LINES WITHIN NEAREST WALL. IF PIPES ARE IN SLAB, CAP LEVEL WITH FLOOR SLAB. 05 RELOCAVE DOOR. FALL IN AS REQUIRED. REFER 10 STRUCTURAL NOTES FOR FILL IN. 06 REMOVI: CMU STRUCTURAL COLUMN UP TO ROOF STRUCTURAL TIE -BEAM COORDINATE ALL STRUCTURAL WORK WITH STRUCTURAL DWGS. 07 REMOVE RAILING FOR PROPOSED EXTENDED PLATFORM. REFER TO COORDINATE WITH PROPOSED FLOOR PLAN AND STRUCTURAL. 0811 EXISTING CONCRETE: 13LOCK WITH FURRING AND GYP BD., TO REMAIN 08AI EXISTING CONCRETE: 13LOCK DIEMISING WALL WITH FURRING AND GYP BD., TO REMAIN 09 EXISTING WATER HEATER TO REMAIN 10 EXISTING ELECTRICAL PANELS ARID EQUIPMENT TO REMAIN. COORDINATE ALL ELECTRICAL WORK WITH ELECTRICAL DWGS. 1. IT IS THE INTENT OF THESE DRAWINGS THAT THE SPACE BE CLEARED OF ALL PARTITIONS, FIXTURES, AND FINISHES, COORDINATE WITH MECHANICAL DRAWINGS EXISTING EQUIPMENT IS TO REMAIN, UNO. ALL BASE BUILDING UTILITIES TO REMAIN, INCLUDING BUT NOT LIMITED TO PLUMBING, DRAINAGE, AND ELECTRICAL SERVICE. 2, CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY THE PROJECT ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S), PROVIDE AND PLACE BRACING OR SHORING TO ENSURE SAFETY AND SUPPORT OF STRUCTURE. G.C. TO ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, OR INJURY. 4. CEASE OPERATIONS AND NOTIFY THE PROJECT ARCHITECT IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE COMPROMISED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 5. PROVIDE, ERECT, AND MAINTAIN BARRICADES, LIGHTING, AND GUARD RAILS AS REQUIRED BY APPLICABLE CODES TO PROTECT OCCUPANTS OF BUILDING, WORKERS, AND PEDESTRIANS. 6. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN PROCESSION OF MATERIALS BEING DEMOLISHED. IMMEDIATELY REMOVE FROM SITE. 7. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS. PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. 8. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 9. BURNING OF MATERIAL ON SITE IS NOT PERMITTED. 10. REMOVE DEMOLISHED MATERIALS, TOOLS, AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE SITE IN ACCEPTABLE CONDITION. bTUD10 ARCHITECTS 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW, D-Q-S. COM © 2021 BY D&Q STUDIO, LLC, THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT, THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SEAL EL IAZ eD DANIEL DIAZ AR # 97839 CONSULTANT PROJECT a a i i �- 00 �- cn d' > .J toll a W U wc) Cif n- IN I d onam d LL Lim 9:x If rqk REVISIONS NO. I DATE DESCRIPTION DO PROJECT NO.: 2115 CHECKED BY: - DRAWN BY : - DATE : 07/23/21 PHASE PERMIT SET SHEET TITLE DEMOLITION PLAN SHEET NUMBER 36 min 33 min 33 min 915 840 840 A Lf - i­ (a) (b) singlespacetwo spaces ^ V in 00 O V C.0 (a) (b) front or rear side entry entry, diameter space 60 min - 1525 E P co E o s o in I I Co 36 min 915 12 min 12 min 305 305 Figure 1: Turning Space 24 max 24 max 610 8 min 610 lzzo c I✓ c c EE�2 Er .E co° c4cl� (0 Cl) c 7 ce7 Cl) Figure 5: Clear Width of an Accessible Route N �n 150 elevation Figure 2: Toe Clearance m Figure 3: Obstructed High Forward Reach 32 ruin L17-25 430-635 (b) plan >20-25 max (a) (b) Figure 4: Unobstructed Side Reach 32 min 32 min 815 T 815 (a) (b) hinged door sliding door Figure 8: Clear Width of Doorways (c) folding door --j V 18 min E. N 445 Op E X > 8 48 min �� 4 1220 CO 205 I X > 8 — � 205 0 (a) o pull side (b) Figure 6; Cle push side Figure 305. l Clear Floor or I 12 min IrTiSpa soy c N N I E- En X>-8— ® 0 o 9 205 , M 48 min 1220 30 min 760 \-A (a) (b) (o) forward parallel push side, door provided with both closer and latch Figure 9: Maneuvering Clearances at Recessed Doors and Gates dim ira anti c, AREA OF Eq U E 3/8 min 3/8 min MEN— not in pictogram field Figure 10: Position of Braille Figure 11: Pictogram Field dark -on -light. 45° 18 min 455 I centered on tactile characters 18 min 455 Figure 12: Location of Tactile Signs at Doors NOTE: SIGNAGE PACKAGE SHALL BE PROVIDED BY OWNER. Figure 13: Height of Tactile Characters Above Finish Floor or Ground REQ. 32" USINESS / SERVIC STORAGE BREAK AREA 300 SF SF 128 SF 7-471 100 GSF/OCC s ' 300 �F/OCC 15 SF/OCC 3 OCC `...' ._ ­ 1 OCC 9 OCC s fr + 03 I 1� ;CASHIER FICEi'm BREAK AREA EI S , f RN 08 STORAGE 09 12 I I&O7 L- -- -"`---000II — --J � i 4 !�`^ # FE}. - # # .{ # # d� .& } & �h �+ k .F k i d ,. f f f f f m f --— �. v##.>; 'I 00000000 i SNACK + 7#$ # �� 77'-6" d .*°, kv*I 02�*. STATION �— :# ;# 0000000 f A ;#�i O 00 0a O 0 m0 oa O 0 f0 oa O IQ al + STORAGE I§ a a a a a a ® # o 0 0® o ®o 0 0 04 Oa 0;'#�I 0 f0 Oal 0 O IN, O 0 oa O I 1�# ;� o 0 0 ®o o *�#�� f m f ➢ f I m' oa 0 }fi ¢; O Imo Oal O O mo Oa O 0 oa 0 3#a i I GAMING I #1 OOOOOOO v F AREA I I ¢+ Oa O f'°a�#I 0 m0 O a O O Imo Oa O O f0 O♦ 0 fi#..a. ¢I t STORAGE GAMING (A-3) 260 SF ° a w4 i 1,761 SF TD 0 f o 300 SF/OCC o a 0 #s 15 NSF/OCC 108 -6 ' o 1 OCC + ' �CCUPAON +9 0 d.%.! 0 f0 Oa O OE4� Oa 0 tee 0 f0 ------------------L; ------------------------------- I'#O A O Oil O OO A O 0 0. 0 ' A O----------------- __________________ IS oa 0 P t; $ 0 I! +Jj Oa ## f O m0 Oal O O f0 Oa O O m0 Oa 0 i+ O 0 a r a �� .r. q mo I. Oa 0 *�_yl ®F4I F� lay + 0 ao oa O 0 mo oa O 0 mo oa 0° OF-0 a f a + I 0 #+ ¢ 0 mo oa 0 0 In, oa 0 0 m0 oa 0 ar a mo oa a 0 0 i k d -Y o i 6 k d .! + ^6 3 4" 4 3 b 4 Oa r < + a + # # # T + e 02 + +OEM rmril # a.d mO i 00000000 1 oorv000000 ; I / xr�R�M I , i r ® i a a a a a a a s a a a O O ---------- - ------ - ---------------------------------- uCC I ANCY LOAD NFPA 101 - 2018 EDITON, 7.3.1.2 USE PER PERSON REQ. CALCULATION TOTAL GAMING AREA 15 SF 1,561/15 = 117 BUFFET AREA 15 SF 75/15 = 5 BUSINESS AREA 150 SF 300/150 = 2 BREAK AREA 15 SF 128/15 = 9 STORAGE AREA 500 SF 90/300 = 1 STORAGE AREA 500 SF 260/300 = 1 TOTAL OCCUPANCY LOAD: 135 P-LUMBING FIXTURE COUNT FBC TABLE 2902.1 REQUIRED MEN WOMEN DRK. FOUNT. SERVICE SINK OCCUPANCY TOILETS URINALS LAWS TOILETS LAWS ASSEMBLY (135) 70/100 70/250 70/50 70/250 GAMING = 0.70 = 0.28 = 1.40 = 0.28 140/500 1 TOTAL REQUIRED: 1 - 1 2 1 1 1 PROVIDED: 2 1 3 3 1 1 SECURITY ST OWNER SHALL PROVIDE SECURITY ALARM SYSTEM AND COORDINATE ALARM PERMITS WITH CONTRACTOR/INSTALLER. PROTECTION/ALARM SHALL INCLUDE ALL OPENINGS INTO BUILDING. CONTACT INFORMATION FOR THE ALARM COMPANY VIA THE CITY'S POLICE DEPARTMENT ALARM COORDINATOR'S WEBSITE. LOW VOLTAGE INTERIOR SECURITY CAMERAS, BY OTHER. J 1. OCCUPANCY CLASSIFICATION: GROUP A-3 METER SNACK STATION 75 NSF 15 NSF/OCC 5 OCCUPANTS 01 LIFE SAFETY FLOOR PLAN LS-1 SCALE: 3/32" = 1` W 2. BUILDING DATA CONST. TYPE OCCPANCY EXTG. CONSTRUCTION CONSISTS OF: 1. ONE- 1 STORY BLDG. TYPE IIB (NS) (NS) = NON SPRINKLER SYSTEM WITH FIRE ALARM SYSTEM EGRESSFBC TABLE 1017.2 OCCUPANCY: A (NIS) REQUIRED PROVIDED MAX TRAVEL DISTANCE 200' (NS) 108'-6" MAX DEAD-END CORRIDOR WIDTH 20' NA MIN CLEAR OPENING OF EXIT DOOR 32"(32" MIN.) 34" MIN. MIN CORRIDOR WIDTH 44" 60" MIN. *FBC 1005.5: DISTRIBUTION OF MINIMUM WIDTH AND REQUIRED CAPACITY. EGRESS CAPACI I Y FACTORS: .2" HORIZONTAL TRAVEL .3" VERTICAL TRAVEL 135 x .2" = 27" < 32" FIRE PROTECTION FBC TABLE 601 EXTG. BLD61. WITHOUT SPRINKLER SYSTEM FIRE RESISTANCE RATINGS REQUIREMENTS OF BUILDING ELEMENTS (IN HOURS) BUILDING ELEMENT TYPE II REMARKS A B STRUCTURALFRAME INCLUDING COLUMNS, 1 0 GIRDERS, TRUSSES BEARING WALLS EXTERIOR 1 0 INTERIOR 1 0 NON BEARING WALLS & PARTITIONS SEE APPLICABLE EXCERPTS EXTERIOR FROM TABLE 602 NON BEARING WALLS & PARTITIONS 0 0 FBC 402.4.2.1 TENANT SEPARATION. FIRE WALL INTERIOR FLOOR CONSTRUCTION INCLUDING SUPPORT ING 1 0 BEAMS & JOISTS ROOF CONSTRUCTI INCLUDING SUPPORTING 1 0 BEAMS & JOISTS CLASSIFICATION OF HAZARD: ORDINARY HAZARD FIRE [EXTINGUISHER] CLASS TRAVEL DISTANCE :75' (CLASS A RATING) SYMBOLS Ll:..GEND SYMBOL DESCRIPTION CLEAR CIRCULATION PATH. NO OBSTRUCTIONS ALLOWED WITHIN PATH. �- 2 HR FIRE -RESISTANCE RATED SEPARATION, EXISTING DIRECTION AND TRAVEL PATH TO EXIT EmLED EMERGENCY LIGHT DUAL HEAD W/ BATTERY BACKUP. * REFER TO RCP 1e1 EXITING LED WALL / CEILING MOUNTED EXIT SIGN W/ BATTERY BACKUP. * REFER TO RCP FE EXTINGUISHER ON WALL -MOUNTED BRACKET 9FIRE CLASS RATED 2A:10B. LOCATE SUCH ANY TRAVEL DISTANCE TO THE CLOSEST UNIT DOES NOT EXCEED 75' UNLESS OTHERWISE INDICATED FIRE ALARM HORN / STROBE. HORN dB LEVEL PER NFPA *REFER TO REFLECTIVE CEILING PLAN FOR LOCATIONS r( FIRE ALARM HORN / STROBE. HORN dB LEVEL PER NFPA *REFER TO REFLECTIVE CEILING PLAN FOR LOCATIONS ® FIRE ALARM PULL STATION ® SECURITY CARD READER ACCESS. BY OTHER KNOX BOX OCCUPANCY CAPACITY TAG OCCUPANCY CLASSIFICATION OCC. - TOTAL AREA (GROSS) # GSF # GSF/OCC OCCUPANT LOAD FACTOR # OCCUPANTS OCCUPANT TOTAL EGRESS CAPACITY TAG REQUIRED EGRESS CAPACITY OF DOORS EXITS REQ. 00° (INCHES REQUIRED) PROV. 00" PROVIDED EGRESS CAPACITY OF DOORS & EXITS (INCHES PROVIDED) TRAVEL DISTANCE TAG TD DISTANCE IN FEET FROM AN OCCUPIED POINT 12" _0 FROM WALL TO THE NEAREST EXIT CODED NOTES 01 OCCUPANCY SIGNAGE TO READ "MAXIUM OCCUPANCY 49 PERSONS". NUMBER TO BE DETERMINED BY THE BUILDING DEPARTMENT PER FBC 1004.3. FINAL LOCATION TO BE FIELD LOCATED AND APPROVED BY LOCAL AHJ. 02 CLEAR CIRCULATION PATH. NO OBSTRUCTIONS ALLOWED WITHIN PATH. 03 EQUIPPED W/ EGRESS PANIC HARDWARE APPLICABLE' CODES 1. THE DESIGN AND CONSTRUICTION OF THIS PROJECT SHALL COMPLY WITH THE FOLLOWING; CODES AND STANDARDS, SHOULD THERE BE A CONFLICT BETWEEN ANY CODE REQUIREMENTS, Cs'JP✓1PLY WNTH THE REQUIREMENT THAT PROVIDES THE GREATEST DEGREE OF LIFE SAFETY. A. FBC (FLORIDA BUILDING C C)DE), SEVENTH EDITION (2020) BUILDING B. FBC (FLORIDA BUILDING CODE), SEVENTH EDITION (2020) EXISTING BUILDING C. FBC (FLORIDA BUILDING CODE), SEVENTH EDITION (2020) ACCESSIBILITY D. NEC (NATIONAL ELECTRIC:AII- CODE) 2017, FLORIDA SEVENTH EDITION (2020) E. NFPA 101 LIFE SAFETY CODE 203.8, FLORIDA FIRE PREVENTION SEVENTH EDITION(2020) F. NFPA 1 FIRE CODE 2018, FLORIDA FIRE: PREVENTION SEVENTH EDITION (2020) CT ATA AREA OF WORK: 4,850 SF EXTG TOTAL BUILDING: 13,441 SF EXTG BLDG. TOTAL FLOORS: 1, NON -SPRINKLED COMPLIANCE METHOD: WORK AREA COMPLIANCE CLASSIFICATION OF WORK: ALTERATION - LEVEL 2 CLASS OF REHABILITATION (NFPA 101, CHP 43): MODIFICATION OCCUPANCY CLASSIFICATION: GROUP A-3, GAMING ARCADE. CONSTRUCTION TYPE: TYPE II-B - EXISTING INTERIORFINISH FBC TABLE 803.11 GROUP: A-3 (NS) VERTICAL EXITS AND EXIT PASSAGEWAYS: CLASS A EXIT ACCESS CORRIDORS AND OTHER EXITWAYS: CLASS A ROOMS AND ENCLOSED SPACES: CLASS C CLASS A = FLAME SPREAD INDEX 0-25; SMOKE DEVELOPED INDEX 0-450 CLASS B = FLAME SPREAD INDEX 26-75; SMOKE DEVELOPED INDEX 0-450 CLASS C = FLAME SPREAD INDEX 76-200; SMOKE DEVELOPED INDEX 0-450 -LIFE SAFETYGENERAL NOTES 1. PROVIDE FIRE PROTECTION AT THE SITE PRIOR TO COMMENCEMENT OF WORK AS REQUIRED BY NFPA 1 & THE LOCAL AHJ. ARC 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-O S.COM © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT, THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SEAL i ■ t II REVISIONS I NO. I DATE DESCRIPTION DO PROJECT NO.: 2115 CHECKED BY DRAWN BY : I DATE: 07/23/21 PHASE SHEET TITLE LIFE SAFETY PLAN & NOTES LS-1 9 r— — — — — — — — — — A- 4- T-8" 4,_U„ f p� r= ,all e 01 SCALE: 3/16" = V-0" 110 SYMBOL I DESCRIPTION CMU WALL, TO REMAIN. INTERIOR PARTITION WALL LOuIA # DESCRIPTION � 01 CARPET FLOORING. O`JVNER PROVIDED AND COORDINATED, 02 VINYL TILE FLOORING OWNER. PROVIDED AND COORDINATED. 03 TELE - POWER POLE/COLUMN, TYP. REFER TO ELECTRICAL DWGS. 04 HSS COI IJMN TO BOTTOM OF STRUCTURE. REFER TO STRUCT, DWGS. OS NEW MI TAL STUD PARTITION / FILL IN. REFER TO WALL TYPES. 06 INTERIOR HOLLOW METAL DOOR. REFER TO DOOR SCHEDULE. 07 STOREFRONT ENTRY DOOR, REFER TO DOOR SCHEDULE. 08 SERVICE WINDOW AND COUNTER. 09 GAMING CONSOLE ARRANGEMENT, TYP. 09 COUNTERTOP BUFFET BASF: CABINETS, BY OTHER. 10 IT RACK. OWNER TO COORDINATE. 11 GUARD RAILING. MATCH EXISTING. REFER TO DETAILS. 12 PROVIDE HANDRAIL ATTACHED TO ONE SIDE OF STAIRS. REFER TO DETAILS. s STUDIO ARCHITECTS 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-O-S.COM © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SEAL p j� t++, .7 E Ul ,. DANIEL DIAZ AR # 97839 CONSULTANT PROJECT FM uj 00 Lu _ L- 0 W : U U) W c �t u- I REVISIONS NO. DATE DESCRIPTION DO PROJECT NO.: 2115 CHECKEDBY:- DRAWN BY : - DATE : 07/23/21 (PHASE PERMIT SET SHEET TITLE FLOOR PLAN SHEET NUMBER TD H I 4" VINYL BASE a c G WOMEN'S RESTROOM ®1 ENLARGE PLAN A-1.5 SCALE: 1/2" = 1'-0" I• a Y V 11 V I L B F ull WOMEN'S RESTROOM 03 INTERIOR ELEVATIONS A-1.5 SCALE: 1/4'' = 1'-0" 4" VINYL BASE E MEN'S RESTROOM 04 INTERIOR ELEVATIONS A-1.5 SCALE: 1/4'° = 1'-0" .0. t s 04�/A-1. � o f .�f 7 Al _ SD2 2'-6" o N _ C g� URS C AV 5, g„ 0 5 2,-7,� T-8, RH1 S, 5 -- CH 7f - u, 17 10" 04�/A-1.5LL ( 1 - -�._ _ S D 1 o 0L 04G/A— 1.5 MEN'S 07 ° f 1 0 = AV M1 1004 TD ('02 A-1.5 TI i Il a i 1 r-3av i MIN M1 2'-6" f �. SD BOTTOM , OF BOTTOM ;U.N.O. OF ; ����� MIRROR ��� BOT OF SD 00 cO04 LSD MIRROR `" TH/CH N ro W/ ADA PIPE SHIELD W/ ADA PIPE SHIELD A 1 t, LAY, M 1, SD 42 IAV, M 1, SD A31 TOWEL HOOK -- FINISHED ,'. Lo SURFACE OF WALL FINISHED SURFACE 12" OF WALL r FLUSH j 2 RH2 iN / HANDLE AX GI --�,- RH1 '- —GB36 — NK RH1-- I 1'-6" Ln z r Q A4 WC, RH, RH2, GB42 A5 WC, RH, GB36 DISPENSER -1 DISPENSER _HD 4 URS OPENING CONTROL CONTROLS URINAL DISPOSAL - c) xd OPENING ® X 4 I d URS FLOOR SUPPORTED U.N.O. A6 & URINAL, URS A ,� �� TOWEL DISPENSER Ag & DRYER DISPENSER DISPENSER 4" MAX. OPENING CONTROL HANDLE OPERATION ;; TOP OF FE / '` Tp !!! MAX HT. OF FEC DOOR HANDLE O toYC I Q (;HANGING TABLE HEIGHT ADA A TOWEL DISPENSER A' , CHANGING FE/FEC NOTE: PROVIDE 1"X6" P.T. HORIZONTAL WOOD BACKING AT ALL STUD WALLS. GC TO COORDINATE BACKING INSTALLATION WITH ACCESSORIES HEIGHTS SHOWN ON INTERIOR ELEVATIONS. ALL ACCESSORIES AND HEIGHTS SHALL COMPLY WITH FBC 2020 ACCESSIBILITY. ESTROOM FIXTURES LEGEND ��OWNER NO. DESCRIPTION MANUF./ MODEL NO. AV ACCESSIBLE WALL MOUNTED LAVATORY W/ ADA PIPE SHIELD REFER TO PLUMBING DWGS. AV WALL MOUNTED LAVATORY W/ ADA PIPE SHIELD REFER TO DETAIL CC ADA FLOOR MOUNTED WATER CLOSET REFER TO PLUMBING DWGS. FLOOR MOUNTED WATER CLOSET REFER TO PLUMBING DWGS. UR URINAL (ADA HEIGHT) REFER TO PLUMBING DWGS. M1 MIRROR (ADA) BOBRICK B-1830 (18" X 30") M2 MIRROR OWNER SELECTED SD1 SOAP DISPENSER, SURFACE MOUNTED BOBRICK B-2111 SD2 SOAP DISPENSER, COUNTER MOUNTED BOBRICK B-8221 HTOWEL DISPENSER, SURFACE MOUNTED BOBRICK B-3942 RH1 TOILETTISSUE DISPENSER, MULTI -ROLL, SURFACE MOUNTED BOBRICK B-4288 ND SURFACE MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-270 B1 CONCEALED MOUNTED W/ SNAP FLANGE GRAB BAR 36" BOBRICK B-5806.99X36 GB CONCEALED MOUNTED W/ SNAP FLANGE GRAB BAR 42" BOBRICK B-5806.99X42 CH COAT HOOK, MOUNTED ON DOOR (INTERIOR SIDE) BOBRICK B-682 1. CONTRACTOR SHAL( COORDINATE ALL ELECTRICAL, MECHANICAL, PLUMBING WORK WITH ELECTRICAL MECHANICAL/ PLUMBING DWGS. RESPECTIVELY. 2. OWNER TO COORDINATE W/ CONTRACTOR ALL FINISHES. 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-Q-S.COM D 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS %ND SPECIFICATIONS ARE INSTRUMENTS OF BERVICE AND SHALL REMAIN THE PROPERTY OF )&Q STUDIO LLC. WHETHER THE PROJECT FOR NHICH THEY WERE PREPARED IS EXECUTED OR JOT. THEY ARE NOT TO BE USED, IN WHOLE OR N PART, IN ANY MANNER ON OTHER PROJECTS DR EXTENSIONS TO THIS PROJECT EXCEPT BY NRITTEN AUTHORIZATION OF D&Q STUDIO LLC. 4NY SUCH UNAUTHORIZED USE WILL BE SOLELY 4T THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH JSE. SEAL F tt^° � '� • °off} • D If • • :� • #_ ?$ to •• .*c) ED 'NRC�` DANIEL DIAZ 4R # 97839 CONSULTANT PROJECT i REVISIONS NO. DATE DESCRIPTION DO PROJECT NO.: 2115 CHECKED BY: - DRAWN BY: - DATE : 07/23/21 PHASE T PERMI ® SET SHEET TITLE ENLARGED FLOOR PLANi INTERIOR SHEET NUMBER Oro i N A-z SCALE: 3/16" = V-0" SYMBOL I DESCRIPTION I 2X4 SUSPENDED ACOUSTICAL CEILING SYSTEM. I ' TO REMAIN. i { 1 1 2X4 LAY IN LIGHTING FIXTURE, TO REMAIN. EXISTING SUPPLY, TO REMAIN/RELOCATED REFER TO MECHANICAL DWGS. EXISTING RETURN, TO REMAIN/RELOCATED REFER TO MECHANICAL DWGS. EXHAUSTS FAN LIFE SAFETY (REFER TO LIFE SAFETY PLAN, LS-1 1141 EXIT SIGN W/ BATTERY BACKUP. DIRECTIONAL AS INDICATED. MIN. 1 FC. EM LED DUAL HEAD EMERGENCY LIGHT W/ BATTERY BACKUP. MIN. 1 FC. so SMOKE DETECTOR O HORN/STROBE FIRE ALARM DEVICE m STOBE FIRE ALARM DEVICE # I DESCRIPTION 01 CEILING MOUNTED TV SCREEN. REFER TO ELECTRICAL DWGS. 02 TELE - POWER POLE/COLUMN, TYP. REFER TO ELECTRICAL DWGS. 03 HSS COLUMN TO BOTTOM OF STRUCTURE. REFER TO STRUCT. DWGS. Rol 1. REFER TO ALL CORRESPONDING CONSULTANT ENGINEERING DRAWINGS FOR COORDINATION OF ALL TRADES PRIOR TO COMMENCING OF WORK. 2. ALL EXISTING SUPPLY AND RETURN GRILLES TO REMAIN. 3. GC TO COORDINATE LOCATIONS FOR MISC. CEILING DEVICES WITH OWNER. IE: T.V., CAMERAS, SOUND SYSTEMS SPEAKERS, ETC. b'OTUDIO ,ARCHITECTS 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-Q-S.COM 0 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&O STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SEAL OF FL •aci +} (4 ED DANIEL DIAZ AR # 97839 CONSULTANT PROJECT I •l V r 00 d' S 0 U u) CII W Cn a- c) cr- �® low LL Lim REVISIONS NO. DATE DESCRIPTION i DO PROJECT NO.: 2115 CHECKED BY: - DRAWN BY: - DATE: 07/23/21� i PHASE PERMIT SET SHEET TITLE REFLECTED CEILING PLAN SHEET NUMBER 02 SOFFIT HEAD DETAIL A-3 SCALE: 1/2" 1. FURNITURE DETAILS SHOWN AS GENERAL INFORMATION FOR REFERENCE. OWNER SHALL BE RESPONSIBLE FOR THE COORDINATION AND INSTALLATION OF 2. ALL FURNITURE/FURNISHINGS, AND CUSTOM MILLWORK BUILDS. FINISH SELECTION BY OWNER. ALL BUILT IN CASEWORK SHALL ACCOMMODATE AND/OR COMPLY PER ALL APPLICABLE CODES. 3. FURNITURE MANUFACTURE SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. FIXED FURNITURE PIECES SHALL NOT INTRUDE EGRESS WIDTH PATHS. 4. ALL WOOD THAT IS INSTALLED IN CONTACT W/ CONC. SLAB MUST BE PRESSURE TREATED. 5. BUILT-IN FURNITURE MFR. SHALL PROVIDE SHOP DRAWINGS FOR OWNER REVIEW AND APPROVAL. NOTE: METAL ROOF STRUCTURE ATTACHED STUD TO ABOVE ROOF DECK ABOVE IF OBSTRUCTION PRESENT R-19 BATT INSULATION ABOVE ACT CEILING —3 5/8- STL STUDS „ 0 4 -0 OC - ATTACH TO STRUCT ABOVE (STAGGER ACT CEILIN SUPPORTING SIDES) BATT INSULATION (IF PROVIDE PT WD TAG FOLLOWED W/ BLOCKING FOR WALL LETTER 'S' ) MOUNTED ACCESSORIES BASE REFER TO FIN. SCHED. FLOOR FINISH REFER TO FIN. SCHED. 0 N 2'-0" SHIELD / COVER J ADA CLEAR 3 5/8" STL STUDS UNO BRACING AS NEEDED. FLOOR/ROOF DE 3 5/8" STL STUDS FLOOR/ROOF DECX—/ 0 4'-0" OC - R-19 BATT INSULATION ATTACH TO STRUCT ` ABOVE (STAGGER ABOVE ACT CEILING FACE OF WALL OR r , SUPPORTING SIDES) ) R-19 BATT INSULATION J y ABOVE ACT CEILING CEILING 5/8" GWB ON 1Z-FURRING CEILING BATT INSULATION (IF TAG FOLLOWED W/ LETTER 'S' ) MOISTURE RESISTANT GWB W/ WALL FINISH BASE FLOOR P1 P2 05 SINK A-3 SCALE: 1" = 1'-0" 5/8" 3-5/I STUD �n 0 N Lo CV 3 5/8" STL STUDS UNO 3/4' RK GWB W/ BASE WALL FINISH GENERAL PARTITION NOTES: MAXIMUM STUD SPACING & MIN. STUD GAUGE SHALL PROVIDE A MAXIMUM DEFLECTION OF L/240 UNDER A MINIMUM 5 PSF LATERAL LOAD, UNLESS OTHERWISE INDICATED. INTERIOR FINISH CLASSIFICATION: REFER TO LS-1 BACKSPLASH, U.N.O. TROUGH COUNTERTOP 1/4" ROUND EDGE CORNER PARTITION WALL BEYOND. PROVIDE ADDITIONAL SUPPORT FOR COUNTERTOP WEIGHT. ADA COUNTER HEIGHT 01 WALL TYPES �A-3N.T.S. O � I CV FLOOR FI UNTERTOP AND CKSPLASH AWER PULL OR PULL 4" PLAM ADJ. SHELF 3E ("0�3BASE CABINET, TYP. A-3 SCALE: 1/2" = 1'4" JTERTOP JTER EDGE 5/8" KET 3-5/I STUD BASE STANDARD HEIGHT ('0�4CASHIER WINDOW A-3 SCALE: 1/2" = 1'-0" VTERTOP JTER EDGE :KET W1 5/8" STUCCO FINISH MATCH EXTG. 1)::])vL STUDIO ARCHITECTS 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-Q-S.COM © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT, THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SEAL .y • NI V l � FRED DANIEL DIAZ AR # 97839 CONSULTANT PROJECT ui J - N W W cl �_ J u LL C� W ® af =v LL' U) 0- L0 .,. W�o �- LL cc Q REVISIONS NO. I DATE DESCRIPTION DQ PROJECT NO.: 2115 CHECKED BY: - DRAWN BY: - DATE : 07/23/21 PHASE PERMIT SET SHEET TITLE WALL TYPES, & DETAILS SHEET NUMBER A-3 '2" DIAMETER (OUTSIDE) SHRINK GROUT FILL FLUSH )GE AND SLOPE UP TO F TO FORM WATERSHEAD CONCRETE SLAB IA. CORE DRILL, /2" DEEP ("i0 DETAIL A-4 SCALE: 3/4" = 1'-0" PROVIDE 2-T RADIUS & CAP ENDS @ WALL RETURNS Ui o z 0 a o z 0 All 1 1/2" ALUM HANDRAIL HANDRAIL SUPPORT BRACKETS 48' OC MAX. 3/8" TOGGLE BOLT @ CMU WALL FACE WALL HANDRAIL 11 DETAIL A-4 SCALE: 3/4" = 1'-0" HANDRAIL (�1�2ELEVATION A-4 SCALE: 1-1/2" = 1'-0" 1 1/4" NOM. DIA. I.D. RAIL 1 1/4" NOM. DIA. I.D. VERT. POST AT 6'-0" O.C. MAX. = 1 1 1/4" NOM. DIA. I.D. RAIL GWB I DBL 4" tO 4" CONC. SLAB W/ 6" X 6" SEAL W1.4 X W1.4 W.W.F. IF STUCCO W/ RAKED EDGE H.M. DOOF ♦r _y 10/A-4 ' 1 - #5 CONT. CMU GUARDRAIL 07 SECTION �A-4SCALE: 3/4" = 1'-0" SEE HANDRAIL DETAILS A-4 CONC STAIR OR SLAB TOP OF STAIR TREAD OR RAMP -'— 1 /2" EXPAN. JT. HANDRAIL rO8' SECTION A-4 SCALE: 3/4" = 1'-0" T-8" EXTENDED CONCRETE T-8" 4 THREADS @ 11" LANDING 4'-0" ALUMINUM RAILING MATCH EXTG. AL III 07/A- 12/A-4 I EXISTING TO REMAIN o r F •. • - r' n i rf O f EXISTING STAIR ro-9,-, ENLARGED PLAN A-4 SCALE: 1/4" = 1'-0" PANIC HARDWARE HGT. _ CENTERLINE ® 38" -42" 3'-0" ---------------------- D1 HOLLOW METAL DOOR (COLOR TBS BY OWNER). GWB DBL SEAL H.M. FILL DOOF LINE OF WA' ' BEYOND H.M. FRAME FILL W/ GR FLOOR FINI: CONC SLAB PER MFR. BATT INSULATION AS INDICATED MTR FRAME TO MTL STUD rO4 HEAD DETAIL A-4 SCALE: 1-1/2" = 1'-0" DOOR \OPENING / N \ / U) \ / 0-1 o \/ _ o a / \ o / 0 F1 HOLLOW METAL FRAME (COLOR TBS BY OWNER). NOTE: CONTRACTOR SHALL FIELD VERIFY OPENING. FRAME TYPES BATT INSULATION AS INDICATED STUD ANCHOR FLOOR ANCHOR MTR FRAME TO MTL STUD 05 JAMB DETAIL A-4 SCALE: 1-1/2" = 1'-0" TYPICAL INTERIOR 06 SILL DETAIL A-4 SCALE: 1-1/2" = 1'-0" SIGNAGE ADA INTERIOR SIGNAGE SIGNS SHOULD BE MOUNTED TO THE WALL ON THE LATCH SIDE OF THE DOOR. IF THERE IS NO ROOM ON THAT WALL, THE SIGN MAY BE MOUNTED ON THE NEAREST ADJACENT WALL. CMU 3/4" RIGID INSULATION LINTEL / CONCRETE �CCMMUM BEA A STUCCO FINISH 5/8" GWB ON ° 1" Z-FURRING FORMED DRIP EDGE CORNER BEA SEALANT ( FRAME TO BACKER ROD STUCCO ) AND SEALANT ( FRAME TO CMU) RAIN DRIP SET IN SEALANT SEALANT (GWB TO FRAME) H.M. FRAME FILL W/ GROUT LINE OF WALL 5 3/4" 1 " BEYOND H.M. DOOR H.M. FRAME FILL W/ GRI PERIMETER GAS SEALANT ( FRAI STUCCO ) AT RAKED JOINT MTR FRAME TO MASONRY (',O-�iHEAD DETAIL A-4 SCALE: 1-1/2" = V-0" MTR FRAME TO MASONRY 02 JAMB DETAIL �A-4SCALE: 1-1/2" = 1'-0" LINE OF WALL BEYOND H.M. FRAME DOOR BEYOND THRESHOLD LINE OF FLOOR AS NEEDED WHERE FINISH ( VARIES FINISH DIFFERS ) dd d d FLOOR FINISH d � CONC FLOOR S 5/8" GWB ON 1" Z-FURRING 3/4" RIGID INSULATION 1/4' WOOD SHIM BACKER ROD AND SEALANT ( FRAME TO CMU ) MASONRY ANCHOR CMU GROUTED CELL STUCCO FINISH LINE OF WALL BEYOND DOOR THRESHOLD SET IN BED OF SEALANT TOP OF SIDEWALK SLAB FLUSH W/ FLOOR SLAB- SLOPE DOWN 1:50 MAX a 4 d ° ° EXPANSION JOINT MATERIAL TYPICAL EXTERIOR r0i SILL DETAIL �A-4SCALE: 1-1/2" = 1'-0" DOOR SCHEDULE MARK DOOR SIZE DOOR FRAME ASSEMBLY DESCRIPTION FIRE RATING HARDWARE REMARKS NOA PRODUCT NO. WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH EX1 6-0"(DBL) T-0" 1 3/4" EXISTING ALUM FACTORY EXISTING ALUM FACTORY EXTERIOR DOOR EXTERIOR 1,3 EX2 3-0" T-W 1 3/4" D1 METAL FACTORY F1 ALUM FACTORY EXTERIOR DOOR EXTERIOR 4, 5,10 MIAMI DADE NO: 20-0510.09 (OR EQUAL) 01 3-0" T-0" 1 3/4" D1 METAL FACTORY F1 METAL PAINT INTERIOR DOOR STAFF ACCESS 6 62 3-0" T-0" 1 3/4" D1 METAL FACTORY F1 METAL PAINT INTERIOR DOOR RESTROOM 6,7 03 NOT IN USE 04 T-0" T-0" 1 3/4" D1 METAL FACTORY F1 METAL PAINT INTERIOR DOOR RESTROOM 6,7 05 T-0" T-0" 1 3/4" D1 METAL FACTORY F1 METAL PAINT INTERIOR DOOR STAFF ACCESS 6,8 06 T-0" T-0" 1 3/4" D1 METAL FACTORY F1 METAL PAINT INTERIOR DOOR OFFICE 07 T-0" T-0" 1 3/4" D1 METAL FACTORY F1 METAL PAINT INTERIOR DOOR OFFICE 08 3-0" T-0" 1 3/4" D1 METAL FACTORY F1 METAL PAINT INTERIOR DOOR STAFF ACCESS 6, 8 09 T-0" T-0" 1 3/4" D1 METAL FACTORY F1 METAL PAINT INTERIOR DOOR STORAGE NOTES: REMARKS: 1. AT GYP. BD. / STUD LOCATE DOOR JAMB 4" FROM NEAREST ADJACENT CORNER TYPICAL 1. EXISTING DOOR TO REMAIN. NOT IN SCOPE. UNLESS OTHERWISE NOTED. 2. EXISTING HARDWARE TO REMAIN. NOT IN SCOPE 2. ALL DOORS TO BE PROVIDED WITH HINGES, DOOR SILENCERS, ASTRAGALS & 3. PROVIDE PANIC HARDWARE. COORDINATORS AND WALL BUMPERS AS APPROPRIATE TO THE CONFIGURATION OF THE 4. PROVIDE PANIC HARDWARE WITH INTEGRATED BATTERY OPERATED EMERGENCY ALARM DOOR. 5. PROVIDE SIGNAGE " EMERGENCY EXIT ONLY, ALARM WILL SOUND IF OPEN" 3. ALL HARDWARE TO BE HANDICAP ACCESSIBLE. 6. PROVIDE CLOSER. 4. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE 7, RESTROOM PUSH / PULL HARDWARE W/ KICKPLATE ADMINISTRATIVE AUTHORITY. 8. PROVIDE CARD READER ACCESS, U.N.O. 5, DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, 9' 1/4'' THICK CLEAR TEMPERED GLASS, U.N.O. THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH 10. ADA COMPLIANT THRESHOLD IS 5 SECONDS MINIMUM. STUDIO ARC H I T E C T S 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW. D-Q-S.COM © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT THEY ARE NOT TO BE USED IN WHOLE OR IN PART IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE, SEAL F` .y N E Z •• R 9 •• v TFRE p ..ARG� DANIEL DIAZ AR # 97839 CONSULTANT PROJECT W J - c14 a) Wa) W � M a 2 LL u 0 =U � W w � OW `t LL cc Q CIS REVISIONS NO. DATE DESCRIPTION DID PROJECT NO.: 2115 CHECKED BY: - DRAWN BY: - DATE : 07/23/21 PHASE PERMIT SET SHEET TITLE DOOR SCH ED, & DETAILS SHEET NUMBER A-4 GENERAL STRUCTURAL NOTES DESIGN CRITERIA AS PER FLORIDA BUILDING CODE FBC( ) 2020: 1, ROOF DEAD LOAD = 20 PSF ROOF LIVE LOAD = 20 PSF 2 WIND LOAD PER ASCE 7-16: ULTIMATE WIND SPEED = 170 MPH (132 MPH ASD) 3. RISK CATEGORY II EXPOSURE C ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = +/- 0.18 WIND DIRECTIONALITY FACTOR Kd = 0.85 4 MEAN ROOF HEIGHT 11 FT ROOF SLOPE < 7 DEGREES ULTIMATE VELOCITY PRESSURE = 54 PSF WIND ZONE WIDTH, a = S-0" EARTHQUAKE LOAD PER ASCE 7-16: RISK CATEGORY II SITE CLASS C D E vs = 600-1200 ft/s N, Nch = 15-50 BLOWS/FT su = 1000-2000 psf Fa = 1.60 Fv = 2.40 Ss = 0.056 S 1 = 0.0293 Sms = 0.09 Sm 1= 0.07 IMPORTANCE FACTOR Table 1.5-2 = 1 SEISMIC DESIGN CATEGORY (Table 11.6-1,2) = A 5 SEISMIC BASE SHEAR Cs=0.01 W=0.00K 6. SEISMIC BASE SHEAR V = 0.01 K 7. CONCENTRATED LIVE LOAD PER ASCE 7-16: OFFICE LOAD P= 2000 LBS ROOF LOAD P= 300 LBS SNOW LOAD PER ASCE 7-16: 8. GROUND SNOW LOAD = 0 PSF PER FIGURE 7.2-1. RAIN LOAD PER ASCE 7-16: 9. RAINFALL INTENSITY = 10 INCH/HOUR FOR 15-MIN DURATION/100 YEAR RETURN PFRIOD R=5.2(Ds +Dh) 10. Ds = HYDRAULIC HEAD FOR SECONDARY SYSTEM Dh = HYDRAULIC HEAD DUE TO FLOW ROOF SLOPE = 1:48 (1.19 DEGREES) ROOF SLOPE = 1:12 (4.76 DEGREES) 14. 1. 2. 3. 4. 7. CONCRETE Reinforced concrete has been designed in accordance with the Building Code Requirements for Structural Concrete (ACI 318) by the American Concrete Institute (ACI). Slabs on grade shall be constructed in accordance with the Guide for Concrete Floor and Slab Construction (ACI 302.1 R). Mixing, transporting, and placing of concrete shall conform to the latest edition of the Specifications for Structural Concrete for Buildings (ACI 301). In case of a discrepancy, the plans and specifications shall govern. Concrete in the following areas shall have sand fine aggregate and normal weight, angular, coarse aggregates conforming to ASTM C33, and Type I Portland cement conforming to ASTM C150, to the following specs: Location 28 Day Concrete Air Content Water/Cement Compressive Strength Ratio, Maximum Pilaster 3000 psi Optional 0.55 no air 0.45 with air Interior slab on grade 3000 psi Optional 0.55 ensure proper curing Maximum concrete slump shall be 4" without plasticizer and 10" with a high -range plasticizer. Maximum water/cement ratio for air entrainment (6% +/- 1 %) shall be 0.45. Pearock mixes are not to be used in slabs. For heavily trafficked areas, concrete slab on grade to have attained a compressive strength of 1600 psi before traffic is allowed on the slab on grade. Concrete compressive strength tests shall be performed in accordance with ASTM C39. Copies of the test results shall be forwarded directly to the Structural Engineer. Fly ash may be used as a pozzolon to replace a portion of the Portland cement in a concrete mix, subject to the approval of the Structural Engineer. Concrete mixes using fly ash shall be proportioned to account for the properties of the specific fly ash used and to account for the specific properties of the fly ash concrete thus resulting. The use of fly ash is at the option of the Contractor, not the concrete supplier. Fly ash may replace up to 25% of the Portland cement required by weight. Slump tests shall be made prior to the addition of plasticizer. Where concrete is placed by pumping methods, concrete for test cylinders and slump tests shall be taken at the point of final placement. Place concrete in a manner so as to prevent segregation of the mix. Delay floating and troweling operations until the concrete has lost surface water sheen or all free water. Do not sprinkle free cement on the slab surface. Finishing of slab surfaces shall conform to the latest editions of ACI 302.1 R and ACI 304R (Guide for Measuring, Mixing, Transporting and Placing Concrete) and the Specifications. Protect the concrete surface between finishing operations on hot, dry days or any time plastic shrinkage cracks could develop by using wet burlap, plastic membranes or fogging. Protect concrete deck at all times from rain, hail, running water or other injurious effects. Concrete cover/protection for nonprestressed reinforcement shall conform to the following: Cast against and permanently exposed to earth 1 3.00" Exposed to earth or weather: #5 bars and smaller 1.50" #6 through #18 bars 2.00" Not exposed to weather or in contact with ground: Slabs, walls, joist: #11 bars and smaller 0.75" Beams, girders, columns: Primary reinforcement, ties, stirrups, spirals 1,50" REINFORCING STEEL Reinforcing bar detailing, fabricating, and placing shall conform to the latest edition of the following standards: Specifications for Structural Concrete for Buildings (ACI 301), ACI Detailing Manual (SP66) The latest editions of Concrete Reinforcing Steel Institute's Reinforcing Bar Detailing and Placing Reinforcing Bars may also be used. Reinforcing steel shall be deformed bars of new billet steel conforming to ASTM A615 and shall have a minimum yield strength of 60,000 psi. Provide specified bar chairs and spacers as required to maintain concrete protection specified. Reinforcement bars shall not be tack welded, welded, heated or cut unless indicated on the contract documents or approved by the Structural Engineer. Reinforcing steel shall not be field bent. Welded wire fabric shall be smooth wire fabric conforming to ASTM A185 unless otherwise noted. Welded wire fabric in slabs on grade shall be placed 2 inches down from the top of the slab unless otherwise noted. Lap to reinforcing bars shall be 48x bar diameter typically. NON -SHRINK GROUT Grout to base plates shall be a high early strength, non-metallic, shrinkage resistant (when tested in accordance with the latest edition of ASTM C1107 or CRD-C621), premixed, non -corrosive, non -staining product containing Portland Cement, silica sands, shrinkage compensating agents and fluidity improving compounds. Grout shall have a minimum compressive strength (f'c) of 6,500 psi in 28 days. Grout compressive strength tests shall be performed in accordance with ASTM C109, with a restraining plate placed over the molds. STANDARD ABBREVIATIONS GENERAL A.B. ADJ. 1. The Structural Drawings shall be read in conjunction with the other Contract Documents which include, ARCH. but are not limited to, Architectural, Site, Civil, Electrical and Mechanical Drawings, and the Specifications. B. (Bot) Report any discrepancies between Contract Documents to the Architect before proceeding. BEW These general notes are to be read in conjunction with the notes on other structural drawings. BCX 2. All work shall be in accordance with the 2020 Florida Building Code, FBC, 7th Edition. BLDG BM All referenced standards and codes shall be as listed in the Florida Building Code 2020. Bp 3. The structure has been designed for the in-service loads only. The methods, procedures, and sequences C//CC of construction are the responsibility of the Contractor. The Contractor shall provide and maintain all CFW temporary systems to ensure the integrity of the structure at all stages of construction. All work shall be DIAL. DIA. performed without damage to adjacent existing work. DIM 4. Refer items on the structural drawings requiring clarifications to the Architect and Structural Engineer. Do DJ NOT use scaled dimensions. In case of a discrepancy between dimensions and/or details on the contract DWG documents, relating to new or existing construction, please notify the Architect and Engineer before DWL proceeding. EA' EE 5. Cover no work until the appropriate inspection has been completed. EF EJ COORDINATION WITH OTHER TRADES EW EWB 1. Where new work is to be fitted to old work, the Contractor shall check all dimensions and conditions in EWT the field, and report any errors or discrepancies to the Structural Engineer prior to the fabrication and EL, ELEV erection of any new members. The contractor has the responsibility for the correctness and fit of the ELECT new parts to the old part. EQ EXIST 2. The Contractor shall coordinate and check all dimensions relating to architectural finishes, structural EXT framing, mechanical openings, equipment, etc. The Structural Engineer and Architect shall be notified of FDN any discrepancies before proceeding with work in any area under question. FFL 4. The Contractor shall relocate all mechanical piping, ducts, equipment, electrical conduits, wiring and FIN plumbing as indicated which interfere with the proposed construction. Service shall be maintained to all FL equipment which is served by mechanical, electrical or plumbing conduit being relocated. FTG GA FOUNDATIONS GALV GT 1. Foundation excavations and soil related work shall be performed in accordance with the geotechnical HORI report. HSS 2. Foundation conditions noted during construction, which differ from those described in the geotechnical HT INT report shall be reported to the Structural Engineer before further construction is attempted. JB 3. Foundations and soils related work shall be inspected by a Licensed Geotechnical Engineer. JT 4. Excavations for spread footings, combined footings, continuous footings and/or mat foundations shall be JST cleaned and hand tamped to a uniform surface. If footings cannot be placed the some day excavations are JST GIRD opened, adequately protect the exposed material from detrimental change in conditions such as rain, KIPS KLF disturbance or freezing. Surface runoff shall not be allowed to enter the excavation. L 5. Contractor to verify dimensions, elevations and condition at every existing footing that will be used for LBS new construction. Existing footing dimensions must correspond to those shown on plans. Contractor shall report any discrepancies to the Structural Engineer. LLG LV LLV 6. All abandoned footings, utilities, etc., that interfere with new construction shall be removed. LONG MAX 0 2. 3. 4. 5. 6. 8. 9 3. MECH MEZZ MIN MISC MC Compact each layer of backfill under the buildings and at footings to not less than 98% Modified Proctor per ASTM D1557.91. N-S NTS MASONRY NO. NW Structural masonry has been designed in accordance with the ACI Building Code Requirements for O/C Masonry Structures (ACI 530/ASCE 5. O.D. Concrete masonry construction shall conform to the ACI Specification for Masonry Structures PL. PC (ACI 530.1/ASCE 6). PROJ Concrete masonry construction shall have a minimum compressive strength (f'm) of 1500 psi PSI at 28 days. Mortar shall be type S for interior non -load bearing walls. For all load bearing walls, mortar PSF PLF shall be type M or S proportioned in accordance with ASTM C270, with a 28 day compressive strength RC of 2150 psi minimum. Portland cement -lime without air entrainment shall be used in the mortar mix. REINF Masonry grout shall be a high slump mix having a minimum 28 day compressive strength of 2500 psi. REQ'D Grout to conform to ASTM C-476. Concrete shall not be used in lieu of masonry grout. REV Lap splices in reinforcing bars to be 48x bar diameter. See typical reinforced cmu wall detail. SDF SPEC Provide hot -dipped, 9 gauge min., ladder type horizontal joint reinforcement at 16" o.c. STD vertically. SQ STRUCT Concrete masonry shall be laid in a running bond pattern. SIP T STRUCTURAL STEEL TB TEMP Structural steel detailing, fabrication and erection shall conform to the AISC Specification for the TYP Design, Fabrication and Erection of Structural Steel for Buildings - Load & Resistance Factor Design, TRANS lostest edition. TOB Steel members shall conform to the following ASTM Standards: TOS Structural steel rolled shapes WF shapes ASTM A992, M and S ASTM A572 Grade 50. TOW Steel plates ASTM A36 U/S Structural tube steel HSS Rectangular and square ASTM A500, GRADE C (Fy=50 ksi). UNO Round ASTM A500, GRADE C (Fy=46 ksi). VERT Anchor rods (bolts) ASTM F1554 Grade 36. W WWF Structural steel MAY be shop -painted with a rust inhibiting primer. Steel which will be exposed to weather WWR shall be galvanized. Do not spray steel receiving sprayed -on fire proofing. All abrasions caused by handling after shop painting shall be touched -up after erection is complete. 5. Unless otherwise noted, bolted connections for structural steel members shall be made with 3/4 inch diameter high strength bolts, conforming to ASTM F3125 with 13/16 inch diameter holes and shall be tightened to the snug tight condition. Bolted connections shall conform to the Specification for Structural Joints using ASTM F3125 Bolts, approved by the Research Council on Structural Connections of the Engineering Foundation. All wedge anchors shall be stainless steel (Hilti Kwik Bolt TZ expansion anchors or equivalent). 6. Bolt in connections shall be tightened using the snug tightened method unless noted otherwise. Connections shall conform to the Specification for Structural Joints Using ASTM F3125 or A490 Bolts, approved by the Research Council on Structural Connections of the Engineering Foundation. 7. All field and shop connections to have 3/16 inch continuous fillet welds, unless noted as bolted connections. Welding procedures shall conform to the latest edition of the American Welding Society's (AWS) Structural Welding Codes: For Structural Steel ANSI/AWS D1.1; for Sheet Steel ANSI/AWS D1.3; for Reinforcing Steel ANSI/AWS D1.4. Weld all round the supported member. 8. Welded connections using ASTM A992 steel as a base metal shall be made with E70XX Low Hydrogen electrodes. Unless otherwise noted, other welded connections may be made with regular E70XX electrodes. 9. Thermal cutting shall preferably be done by machine. Hand thermally cut edges which will be subjected to substantial stress, or which are to have weld metal deposited on them, shall be reasonably free from notches or gouges. Notches or gouges greater than 3/16 inches that remain from cutting shall be removed by grinding. Re-entrant corners shall be shaped notch -free to a radius of at least 1/2 inches. 10. Paint on surfaces adjacent to joints to be field welded shall be wire brushed to reduce the paint film to a minimum. 11. Do not use paint or primers on structural steel, or metal decking, that is to receive sprayed -applied fire resistive material. Metal decking is to be galvanized only. Anchor Bolt Adjacent Architect Bottom Bottom Each Way Bottom Chord Extension Building Beam Base Plate Center to Center Continuous Fillet Weld Diagonal Diameter Dimension Double Joist Drawing Dowel Each Each End Each Face Expansion Joint Each Way Each Way Bottom Each Way Top Elevation Electrical Equal Existing External Foundation Finished structural floor level Finished Floor Footing Gauge Galvanized Girder Truss Horizontal Hollow steel section (tube) Hip/Valley truss Interior Joist bearing elevation Joint Joist Joist Girder Kilopounds, Kips Kilopounds per foot Angle (e.g. L4x4x1/4) Pounds Long Long Leg Vertical Long Leg Horizontal Longitudinal Maximum Mechanical Mezzanine Minimum Miscellaneous Moment Connection North -South Not to Scale Number Normal weight On Center (C/C) Outside Diameter Plate Precast Projection Pounds per square inch Pounds per square foot Pounds per linear foot Reinforced concrete Reinforcement (steel) Required Revision Step Down Footing Specification Standard Square Structural Southern Pine Top Truss Bearing elevation Temperature Typical Transverse Top of Beam Top of Steel Top of wall Underside Unless noted otherwise Vertical Wide Flange (beam) Welded Wire Fabric Welded Wire Reinforcing STUDIO ARCHITECTS 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 VWVW.D-Q-S.COM © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&O STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. OL DANIEL DIAZ AR # 97839 CONSULTANT PROJECT W N W >_ 0) rn W 2 M ® J L- 0 ® =U W � W LO LL REVISIONS NO. I DATE DESCRIPTION DQ PROJECT NO.: 2115 CHECKED BY: DID DRAWN BY: DD DATE : 07/03/21 PHASE PERMIT SET SHEET TITLE GENERAL NOTES AND DESIGN INFORMATION SHEET NUMBER S001 EXISTING FLOOR SLAB d °' V CD I d- EXISTING MASONRY WALL TO BE DEMOLISHED FFL a EL 0'—O" CUT OUT MASONRY WALL BELOW SLAB FOR PILASTER EL TOP FTG —3'-0" VERIFY 2 —6 i F 1 EXISTING WALL AND FOOTING 3/4"=1'—O" EXISTING MASONRY WALL 2 EXCAVATION & DEMOLITION DETAILS 3/4"=1'—O" T.O. FLOOR SLAB 4" SLAB ON GRADE EL. 0'-0" c d _� _ c 4 _ ..A ° q 00 ° 48" O.0 4CYER8" RETAINING WALL R w o > I M uj FILL ALL CELLS OF 8" CMU SOLID. #4 AT 16" O.0 O. G C) a4 n c a q MATCH BOTTOM OF EXISTING FOOTING 3'-4" #5 @ 16" O.0 BOTTOM COMPACTION BEHIND WALL TO BE SUPERVISED BY THE GEOTECHNICAL ENGINEER. COMPACT ADJACENT TO WALL USING NON —VIBRATORY EQUIPMENT. 3 RETAINING WALL DETAILS 3/4" = 1'-0" 0 0 to 5'-0" i I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I A NEW COLUMNS & FOUNDATION LAYOUT 1 /4" = 14'' ii STUDIO ARC H I T E C T S 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-Q-S.COM © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SEAL r 0 F F4 O� All • •.O �•• •7 DANIEL DIAZ •• �•• AR 97839 •• V F,pE p • •PRG DANIEL DIAZ AR # 97839 CONSULTANT a 4 j�- A 7 }� 4 i S PROJECT W FM z - N W cy) 00 IT < A W _� —1 LL u LL LLi = U 0 U)of i' :D W U Z � rY .� W ° cit REVISIONS NO. I DATE DESCRIPTION DQ PROJECT NO.: 2115 CHECKED BY: DD DRAWN BY: DD DATE : 07/03/21 PHASE PERMIT SET SHEET TITLE NEW COLUMNS & FOUNDATION LAYOUT SHEET NUMBER sloo VVIVIiI\LIL ULJM1IVI Ml IVr" VVMLL NEW MASONRY NEW CASTCRETE 8F16, 1 B LINTEL OVER NEW DOOR z EXISTING CMU m X (� :2 Lu''' o I NEW w z o ® MASONRY co 0 zoo mow¢ 0 W M m 1 X w IS] 0- C> w CU #5 TYP 3'-4'> CONCRETE SLAB OR SOLID MASONRY NEW REBAR SHALL BE #5 AT 56" O.C. MAXIMUM PLACE BARS WITH 30" LAPS POUR CELLS WITH REBAR SOLID 1 NEW INFILL ELEVATION NTS NEW CMU WALL EXISTING CMU WALL o •; #5 VERT WALL REINF DOVETAIL MASONRY IN GROUTED CORE ANCHORS AT 16" O.C. MATCH HORIZONTAL REBAR LOCATION 2 NEW INFILL DETAIL NTS C1 NEW STEEL COLUMN #3 x 12" LONG, AT 16" O.C. 6" EPDXY EMBED INTO EXISTING SLAB NEW FLOOR SLAB #3 x 12" LONG, AT 16" O.C. 6 EPDXY EMBED INTO EXISTING SLAB ON ALL SIDES OF INFILL \ ' . . ° e ° ° O a �o a 2'-6" FFL EL 0'-0" EXISTING FLOOR SLAB P24: NEW PILASTER ON EXISTING FOOTING EPDXY EMBED PILASTER REBAR 6" INTO EXISTING FOOTING APPLY BONDING AGENT TO EXISTING FOOTING BEFORE POURING PILASTER EXISTING FOOTING i I I I I I I 3 NEW PILASTER & COLUMN DETAILS 3/4"=1'-O" I I I I NEW C12x20.7 WITH V8" DIAMETER BOLTS EXISTING RC BEAM 8"x16'> AT 24 CENTERS I I I I 3/8"x8"x8" CAP PLATE WITH (6) 1/4"x3" TAPCONS TO RC BEAM I I I I HSS4x4x1/4 STEEL POST — — — — — — — — — — — — — — — — 4 STEEL POST TO RC BEAM DETAIL 3/4"=1'-O" A NEW COLUMNS & FOUNDATION LAYOUT 1/4" = 1'-0" STUDIO ARCHITECTS 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 W W W. D-Q-S. CO M © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT, THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SEAL ��- 0 F F'4 Oaf' Ci P /w DANIEL DIAZ •• 0: —%— :I. Vi AR 97839 ,V ems!• • .. • �\<v FREED ARG DANIEL DIAZ AR # 97839 CONSULTANT AY `ie ,pIR r&,k;4 � � No. 57 1 "< �OP"A ; 9• PROJECT • • ix W J - CV 00 W } W�_ M ® J u ILL LLj ®CD =U = W Q- Z o O �■� d LL REVISIONS NO. I DATE DESCRIPTION DQ PROJECT NO.: 2115 CHECKED BY: DD DRAWN BY: DD DATE: 07/03/21 PHASE PERMIT SET SHEET TITLE NEW COLUMNS & FOUNDATION LAYOUT SHEET NUMBER siol ELECTRICAL NOTES 1. ALL EXISTING RECEPTACLE TO REMAIN ON EXISTING CIRCUIT. 2. ALL EXISTING A/C TO REMAIN ON EXISTING CIRCUIT. EXISTING PANEL"MDP" DRAWING KEYNOTES 01 CONTRACTOR SHALL PROVIDE POWER POLE Ai,IL) 1 CONDUI I FoN IJAi>' EACH 'SIA11011, COORDINATE EXACT LG�ATION WITH OWNER. PROVIDE 1/2" CONDUIT FOR CARD READ. I U3 PROVIDE CEIL-11','S RECEPTACLE AND DATA FOR TV. EXISTING PX, NEL"A/C" ; DISC. EX I S I IN. PANEL 7'1_�;p �a .......... ... ... ........................ All i I 0. 10111 -12 A 14 R! "'­[`Lbach, design L-L engin �9V90pp K uAi-_ r-OVVER FbuU�, P�AN N scale- 3/16" 1'-0" 5130 N, Federal Hwy, Ff. Laudei dole, FL 33308Suite I -4314 97 (954) 461 bcch@b-icheng!nee!-s.co CA#28826 Q�e. Viet Bach Ngl�',,�,n, F.E. 0 Florid'-, License #6975 %NAL ILL Co 0*) ;i3 al, 4 KE YNOTES EYNOTES TIE TO EXISTING ROOM LIGHTS CIRCUIT. ELECTRIR.--"�' IGI-f-l""rV, scale: 3/16" — 1'-0" It ell% L; R C H LIECT 18245 S.W. 42ND STREET .MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-Q-S.COlv! © 2021 BY D&Q STUDIO, LLC THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SF" CONSU—TAN-T.- PROJECT "d LL J 0, R&"M" t� 00 L 'lid 1 0) .4. �x CO of W CD fY Ott REVISIONS NO.I DATE I DESCRIPTION DQ PROJECT NO.: CHECKED BY: mm DRAWN BY: DATE : 07/23/21 P; 114. " E S' IEE-:- Ti "'E .......... ...... .. .. ................................. ..................... .......... - .... ......... ........... bachdc,egn U I _G engin® I ®® ����a®o 5130 N. Federal Hwy, Suite I N '9� Ft. Lauderdale, FL 33308 0` SHEET NUMBER P: (954) 461-4314 97 bach@bachengineers.co CA426626 Viet Bach Nguyen, P.E. Florida LiceIse #69753 "40 ml%. 0 NAL........... ............ NOTE 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 PAN`- -- SC'HE ULE Rated Voltage: Rated Anvos: (Cu bus) Main: CIRCU T DESIGNA+ N EX. CU- EX. CU-2 EX. CU-3 EX. CU-4 EX. WATER HEATER SPARE PANEL"A" "c EXISTING 208Y/120V 3PHAW Manufacturer: SQUARE D QO OR EQUAL Mounting: SURFACE 400A SPACES: 30 Location: STORAGE(04) Type: NEMA 1 MLO Project No: A.I.C: 22K KVA KVA µ O.C,P. CONDUIT IN. AWG MAX. DIST.(ft) VOLT DROP RCPT LTGICONT KITCHEN MOTOR/APP. PH RCPT LTG/CON'I" KITCHEN MOTORIAPP MAX. DIST. ft VOLT DROP AWG CONDUIT IPJ. O.0 P. 50/2 EX EX EX 3% A r.� 5.00 EX 3 /° Ein- EX 6012 EX EX 3% B 5.00 EX 3% EX 50/2 EX EX EX 3% C 5.00 EX 3% EX EX 60/2 EX EX 3% A 5.00 EX 3% EX 50/2 EX EX EX 3% B 5.00 EX 3% EX EX 60/2 EX EX 3% C 5.00 EX 3% EX 50/2 EX EX EX 3% A 5.00 EX 3% EX EX 60/2 EX EX 3% B 5.00 EX 3% EX 40/2 EX EX EX 3% 1.69 C 20,12 EX EX 3% 1.69 A 20/2 B 20/2 C 3/0 70 3% 16.40 A 20/2 200/3 2" 3/0 70 3% 15.20 B .CIRCUIT DESIGNATION EX. Af IU-1 EX. AHU-2 EX. A! ILJ 3 EX. AlIU-4 SPARE SPARE SPARE 310 70 3% 13.50 C SPACE SUBTOTAL CONNECTED LOAD: 0.0 0.0 0.0 48.5 0.0 0.0 0.0 40.0 : SUBTOTAL CONNECTED LOAD CONNECTED LOAD PHASE A: 33.1 CONNECTED LOAD PHASE B: 30.2 CONNECTED LOAD PHASE C: 25.2 TOTAL CONNECTED LOAD: 88.5 RECEPT. CONNECTED LOAD PH.A: 0.0 RECEPT. CONNECTED LOAD PH.B: 0.0 RECEPT. CONNECTED LOAD PH.C: 0.0 PHASE A B C TOTAL CONTINUOUS & LARGEST MOTOR @ 25%: 0.0 0 0 _ 0.0 0.0 CONNECTED MOTOR LOADS @ 100%: 33.1 30.2 25.2 88.5 CONNECTED LIGHTING LOAD @100%: 0.0 0.0 &0 00 CONNECTED KITCHEN LOADS @ 65%:: 0.0 0.0 0.0 0.0 RECEPTACLE COMPUTED LOAD: 0.0 0.0 0.0 0.0 TOTAL CONFUTED LOAD: 33.1 30.2 25.2 88.5 KVA 276 252 210 245.6 A SEE NOTES AS APPLiCAL.BLE: note 1 eerily niax i).C.P 1) �' ith nameplate nota 2 lockable circuit b,eal<ar note 3 Slll T' I I mtl (`-13- ncnu 4 i i b C 1 tyl;c cii , nmt breat,c r note 5 H y (1i ;.' b etc 6 Nun;,),l;:. jivni load note '/ KUN l HRt)Uci[I [ tiiflCii�Li 1tUl.�Y PANEI, PANEL SCHEDULE Rated Voltage: Rated Amps. (Cit bus) Main: NOTE NOTE : 1 4 1 __ -- t 3 10 Irr 9 12 I 11 -1 � ---- -- 13 16 15 18 _ 17 20 19 22 21 24 23 26 25 28 27 30 29 31 33 35 - 37 39 NOTE PA EL S 'HL=1.:-� 3LIE Ray e;Voltage: F&IecS Amps: (Cu bus) ;Main: CIRCUIT DESIGNATION "A„ 120/208V 200A MLO CONDUIT O.C.P. (IN.) AWG MAX. DIST.(ft) EXISTING 3PH,4W Manu SPACES: 42 Locat Proje, KVA VOLT RCPT LTG/CONT KITCHEN MOTOR/APP. PH CROP SQUARE D QO OR EQUAL S1ORA6E(04) KVA RCPT LTGICONT KITCHEN MOTOR/AP MAX. pIST(ft) � Mounting: -type: A.I C: VOLT DROP AWG SEINE 5,CE NEMA 1 22K CONDUIT {i!�'1 ) O.C.P. CIRCUIT DESIGNATIOI, NOTE 1 SUFFET AREA 2011 1/2" 12 110 3% 1.20 A 1.38 95 3% 12 12 1/2" 20/1 G.' <:ING AREA RECEPT. 2 3 BUFFET AREA 20/1 1/2" 12 110 31io 1.20 B 0.92 143 3% 1/2" 2011 GAMING AREA RECEPT. 4 5 BUFFET AREA 2011 1/2" 12 110 3% 1.20 C 0.92 143 3% 12 1/2" 20/1 GAMING AREA RECEPT. 6 7 BUFFET AREA 2011 112" 12 110 3% 1.20 A 0.92 143 3% 12 1/2" 2011 GAWNG AREA RECEPT. 8 9 BREAK AREA REF. 20/1 1/2" 12 110 3% 1.20 B 0.92 143 3% 12 1/2" 2011 GAMING AREA RECEPT. 10 11 BREAK AREA COUNTER RECEPT. 20/1 1/2" 12 110 3% 1.20 C 0.92 143 3% 12 1/2" 20/1 GAMING AREA RECEPT. 12 13 BREAK AREA COUNTER RECEPT. 20/1 1/2" 12 110 3% 1.20 A 1.38 95 3% 12 1/2" 2u, 1 _- GAMING AREA RECEPT.14 15 OFFICE / STORAGE RECEPT. 20/1 1/2" 12 110 3% 1.20 B 0.92 143 3% 12 1/2" '1/2" 20/1 GAMING AREA RECEPT. 16 13 , 17 IT RACK RECEPT. 20/1 112" 12 88 3% 1.50 C 1.38 95 3'io 12 20/1 GC11AiNG AkLA, RECEPT, 19 IT RACK RECEPT. 20/1 1/2" 12 88 3% 1.50 A 0.92 143 3% tZ 1/2" 20/1 GAMING AREA RECEPT. 20 21 CASHIER RECEPT. 20/1 1/2" 12 1 110 3% 1.20 1 B 1 1.38 95 3% 12 1/2" 1/2" 20/1 GAMING AREA RECEPT. GAMING AREA RECENT. 22 23 EW(11 20/1 1/2" 12 110 3% 1.20 C 0.92 1 143 3% 12 20/1 24 25 STORAGE RECEPT. 2011 1/2" 12 110 3% 1.20 A 1.38 95 3% 12 1/2" 20/1 GAMING AREA RECEPT. 25 27 GAMING AREA RECEPT. 2011 1/2" 12 143 3% 0.92 B t.92 143 3% 12 1/2" 20/1 GAMING AREA RECEPT. 28 29 GAMING AREA RECEPT. 20/1 1/2" 12 191 3% 0.69 1 C 1.38 95 3% 12 1/2" 20/1 GAMING AREA RECEPT. 30 31 GAMING AREA RECEPT. 20/1 1/2" 12 114 3% 1.15 A 0.92 143 3% 12 1/2" 20/1 GAMiI G AREA RECEPT. 32 33 GAMING AREA RECEPT. 20/1 1/2" 12 143 3% 0.92 B 1.38 95 3% 12 1/2" 2011 GAMING AREA RECEPT. 34 36 35 GAMING AREA RECEPT. 20/1 1/2" 12 143 3% 0.92 C 0.69 191 3% 12 112" 20t1 GAMING AREA RECEPT. 37 GAMING AREA RECEPT. 2011 1/2" 12 143 3% 0.92 A 1.15 114 3% 1L t/2" 20/1 GAMING AREA RECEPT. 38 39 TV RECEPT. 20/1 1/2" 12 110 3% 1.20 B 0.92 143 3% 12 1/2" 20/1 GAMING AREA RECEPT. 40 41 TV RECEPT. 20/1 1/2" 12 219 3% 0.60 C SPACE 42 SUBTOTAL CONNECTED LOAD: 22.3 0.0 0.0 1.2 21.6 0.0 _ 0 0 00� - _ SUBTOTAL CONNECTED LOAD CONNECTED LOAD PHASE A: CONNECTED LOAD PHASE B: CONNECTED LOAD PHASE C: TOTAL CONNECTED LOAD: RECEPT. CONNECTED LOAD PH.A: RECEPT. CONNECTED LOAD PH. B: RECEPT. CONNECTED LOAD PH.C: 16.4 15.2 13.5 45.1 16.4 15.2 12.3 SEE NOTES AS APPLICALBLE: note 1 eeril) Iliu'\ O C' P D with nwncplate note 2 l,ckohl, cii,utt breaker note 3 JIIUN l 1 KIP C 13. rlute 4 G 1' (' I t)pc circuit brca.,ci f lute 5 IIACR C B note 6 tion "nrcurrcut load note 7 RUN I IIROUGH LIGHTING RELAV PANEL - PHASE CONTINUOUS & LARGEST MOTOR @ 25%: CONNECTED MOTOR LOADS @ 100%: CONNECTED LIGHTING LOAD @100%: CONNECTED KITCHEN LOADS @ 65%:: RECEPTACLE COMPUTED LOAD: TOTAL COMPUTED LOAD: A B C TOTAL 0.0 0.0 0.0 0.0 O.0 0.0 1.2 1.2 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 13.2 12.6 11.2 37.0 13.2 12.6 12.4 38.2 KVA_ 110 105 103 106.0 A CIRCUIT DES I,' NATION EX. LIGHTS EX. BUILDING LIGHTS SPACE SPACE SPACE SPACE --,- SPACE__ - SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE °`LIMA" EXISTING 4BUY/277V 3P1(, q `4' Manufacturer: SQUARE D QO Girt EQUAL Mounting: SURFACE 100A SPACES: 42 Location: STORAGE(04) Type: NE-:qiA 1 MLO Project No: A.I.C: 22K KVA KVA O.C.P. CONDUIT AWG EX MAX. TiIST.(ft� EX VOLT DROP 3°0 RC P7 I_TGICONT KITCHEN PAOTOR/APP PH RCPT LTGJCONT KITCHEN {110TOR/APP MAX. DIST.(ft). VOLT DROP AWG CONDUIT (9N.) O.C.P. CIRCUIT DESIGNATION - NOTE 1.ri0 Q 0.60 EX 3% EX EX 20/1 EX. SHOW ROOM LIGHTS 2 30/3 EX EX EX 3% 1.60 1.60 B 0.80 EX 3% EX EX 20i i EX. SHOW ROOM LIGHTS 4 EX EX 3% C 0.80 EX 3% EX EX 2011 EX. OFFICE LIGHTS 6 20/3 EX EX EX EX EX 3% 3% 1.20 A 0.80 EX 3% EX EX 20/1 EX. OFFICE LIGHTS 8 1.20 B 1.50 EX 3% EX EX 20/1 EX. LIGHTS 10 EX EX 3% 1.20 C 1.50 EX 3% EX EX 20/1 EX. BUILDING LIGHTS 12 A 1.50 EX 3% EX EX 20/1 EX. DISPLAY LIGHTS 14 B 3.00 EX 3% EX EX 6013 EX. TRANSFORMER FEEDS PANEL"RPA" 16 C 1.20 EX 3% EX 18 A 4.20 EX 30/( EX 20 B SPACE 22 C SPACE 24 A SPACE 26 B SPACE 28 C SPACE 30 A SPACE 32 B SPACE 34 C SPACE 36 A SPACE 38 B SPACE ; SPACE 42 SUBTOTAL CONNECTED! OAD: 0.0 8.4 00 0.0 0.0 7.5 0.0 8.4 SUBTOTAL CONNECTED LOAD CONNECTED LOAD PHASE A: 9 y CONNECTED LOAD PHASE B: 8.1 CONNECTED LOAD PHASE C: 6.3 TOTAL. CONNEC TED LOAD: 24.3 RECEPT. CONNECTED LOAD PH.A: 0.0 RECEPT CONNECTED LOAD PFI.B: 0.0 RECEPT. CONNECTED LOAD PFI.C: 0.0 PHASE A B C TOTAL CON HNUOUS & LARGEST MOTOR @ 25%: 1.4 1.3 1.3 4.0 CONNECTED !ROTOR LOADS @ 100%: 4.2 3.0 1.2 8.4 CONNECTED LIGHTING LOAD @100%: 5.7 5.1 5.1 15.9 CONNECTED KITCHEN LOADS @ 65%:: 0.0 0.0 0.0 0.0 RECEP FACLE COMPUTED LOAD: 0.0 0.0 0.0 0.0 TOTAL COMPUTED LOAD: 11.3 9.4 7.6 28.3 KVA 94 78 63 34.0 A SEE NOTES AS APPLICALBLE: note 1 e-e1Ty Max. 0.C.P.D. with nameplate note 2 lockable circuit breaker note 3 SHUNT TRIP C.B. note 4 G.F.CI. type circuit breaker note 5 HACR C.B. note 6 non concurrent load note 7 RUN THROUGH LIGHTING RELAY PANEL PANEL SCHEDULE "RPA" EXISTING Rated Voltage: 'i 20/208V 3FHAW Manu SQUARE D QO OR EQUAL Mounting: SURFACE Rated Amps: (Cu bus) 100A SPACES: 42 Locat STORAGE(04) Type: NEMA 1 Main: M LO Proje A.I.C: 22K KVA KVA NOTE 1 v3 �- 5 7 W CIRCUIT DESIGNATION EX. Alit COND. SUM PUMPS EX, BATHROOM LIGHTS O.C.P. 20/1 2011 CONDUIT (IN.) EX EX A1NU EX EX MAX. DIST.(ft) EX EX VOLT DROP 3% 3% RCPT 1 20 LTG/CONY 0.60 KITCHEN MUTUR/APP• 1.20 PH A B RCPT 1.20 1.20 LTG/CONY KITCHEN MOTOR/AP MAX. DIST.(ft) EX , cX VOLT DROP 3% 3%, AWG EX EX CONDUIT- (IN) EX EX O.C.P. 2011 CIRCUIT DESIGNATION EX. RECEPT. 2 NOTE 20/1 EX. RECEPT. 4 -------.,EX. RECEPT:_ - EX. RECEPT. 20/1 EX - _EX - EX 3°,L - --- - - C , _ I 20/1 SPARE 6 20/1 20/1 EX EX EX 3% 1.20 A ---- 20/1 ------ - SPARE $ 9 _1 1- SPARE SPARE B 20/1 SPARE 10 20/1 1 C - 2011 SPARE 12 13 EX. TIME CLOG: 20/1 EX 12 EX 3% 0,60 A 2011 SPARE 14 _ ----_. 15 17 ._ SPARE SPARE .------- 20/1 20/1 -- -- ----- .- -------- --- - _ - -- - --- ------ B C 1.20 _ EX -;---- 3% EX EX 20/1 EX. TELEPHONE RECEPT. SPARE 16 18 19 SPARE 20/1 A _20/1 20/1 SPARE 20 21 SPARE 20/1 B SPACE 22 23 SPARE 20/1 20/1 C SPACE 24 25 SPARE A SPACE 26 27 -_ SPARE 20/1 B SPACE 28 29 SPARE 20/1 C SPACE 30 31 SPACE A SPACE 32 33 SPACE B SPACE 34 35 SPACE C SPACE 36 _ 37 SPACE - _ A SPACE 38 3 SPACE SPACE _ E3 SPACE 40 4 i _..__ - C, SPACE 42 SUBTOTAL CONNECTED LOAD: 2.4 1.2 0.0 1.2 3.6 0.0 0.0 0.0 SUBTOTAL CONNECTED LOAD CONNECTED LOAD PHASE 42 CONNECTED LOAD PHASE B: 3.0 CONNECTED LOAD PHASE C: 1.2 TOTAL CUhiJECTED LOAD: 8.4 RECEPT. CONNECTED LOAD PH A: 2.4 0 RECEPT. CONNECTED LOAD PI'..B: 2.4 RECEPT. CONNECTED LOAD PH C. 1.2 SEE NOTES AS APPLICALBLE: note 1 verify max. 0.C.P.D. with nameplate note 2 lockable circuit breaker note 3 SHUNT TRIP C.B. note 4 G.F.C.I. type circuit breaker note 5 IIACR C.B. note 6 non a>n,�:l.urent load note 7 RUN THROUGH LIGHTING RELAY PANEL PHASE CONTINUOUS & I ARGEST MOTOR @ 25%: CONNECTED MOTOR LOADS @ 100%: CONNECTED LIGHTING LOAD @100%: CONNECTED KITCHEN LOADS @ 65%.: RECEPTACLE COMPUTED LOAD: TOTAL COMPUTED LOAD: -A B C TOTAL 0.2 0.2 0.0 0.3 1.2 0.0 0.0 1.2 0.6 0.6 0.0 1.2 0.0 0.0 0.0 0.0 2.4 2.4 1.2 6.0 4.4 3.2 1.2 8.7 W!A 36 26 10 24.1 A 4 3 ✓< 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-Q-S.COM © 2021 BY D&Q STUDIO, LLC THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART. IN ANY MANNER ON OTHER PROJECTS i OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK .AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE SEAL CONSULTANT :- _)iEC F .�- - CV CO M J T LI_ Lil x D LL! CL o LL REV1SiONS NO. DATE DESCRIPTION DO PROJECT NO.: - CHECKED BY: - DRAWN BY: DATE : 07/23/21 PHASE I SHEET TITLE bach design t R s g L `el ttF i80BBP9g_�. I 0 5130 N. Federal Hwy, Suite 1 Ft. Lauderdale, FL 33308 g o �29 o SHEET NUNIBER P: (954) 461-4314 ®� 975 bach@bachengineers.co _® CA#28826 Viet Bach Nguyen, P.E. D Florida License #69753 ®0�° , ��� -4OR%'DNAL ... CAL PE Saar;. F;n C N .. 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE CODES IN EFFECT: THE NATIONAL ELECTRIC CODE NEC 2017, FBC 2020 (7TH EDITION), FFPC 2020, NFPA 72 2018, LOCAL CODES, ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.G.. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. 2. TO THE BEST OF OUR KNOWLEDGE AND ABILITY THESE DRAWINGS REPRESENT AN ACCURATE PRESENTATION OF EXISTING CONDITIONS BASED UPON CAREFUL EVALUATION OF OBSERVED CONDITIONS TO THE EXTENT REASONABLY POSSIBLE. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND IMMEDIATELY NOTIFY ENGINEER WITH ANY DISCREPANCY. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER MUST BE A CONDITION OF THE SUB CONTRACT. 4. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY_ 7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTINGS. 9. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND TELEPHONE COMPANIES. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 10. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 AND LARGER TO BE STRANDED. 11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. 12. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. 13. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS L. 14. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE WHITE UNLESS DICTATED OTHERWISE BY ARCHITECT/OWNER. 15. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN PROPER WORKING ORDER. 16. A SEPARATE, GREEN TYPE THWN COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250-122 OF THE N.E.C. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. 17. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 18. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. 19. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR CONDITIONING SYSTEM AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING FROM C.U.TO A.H.U. ,TERMINATION SHALL BE PERFORMED BY MECHANICAL CONTRACTOR. 20. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER, COMPARABLE EQUIPMENT BY G.E. & SIEMENS ONLY WILL BE ACCEPTABLE. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 21. PROVIDE IDENTIFICATION FOR ALL PANELS, CABINETS, ENCLOSURES, DISCONNECTS & TRANSFORMERS USING ENGRAVED NAMEPLATES, WHITE LETTERING ON A BLACK BACKGROUND. NAMEPLATES SHALL IDENTIFY PANEL DESIGNATION (NAME,) VOLTAGE, PHASE & WIRE CONFIGURATION. PROVIDE TYPEWRITTEN DIRECTORIES UNDER PLASTIC COVER FOR ALL PANEL BRANCH CIRCUITS, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CKT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. 22. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 208V SYSTEM 240V ,HIGH LEG, SYSTEM 480V SYSTEM PHASE SEQUENCE NEUTRAL - WHITE NEUTRAL - WHITE NEUTRAL - WHITE ABC, TOP TO BOTTOM PHASE A - BLACK PHASE A - BLACK PHASE A - BROWN LEFT TO RIGHT, PHASE 8 - RED PHASE B - ORANGE PHASE B - PURPLE FRONT TO BACK PHASE C - BLUE PHASE C - BLUE PHASE C - YELLOW GRD.CON - GREEN GRD.CON - GREEN GRD.CON - GREEN 23. CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH FIRE RATED WALLS, CEILINGS, SLABS, ETC. PENETRATION SEALS SHALL BE PER U.L. ASSEMBLY. 24. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATE FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ELECTRICAL ENGINEER. 25. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS WITF TOR ANY CHANGES TO THE CONTRACT DOCUMENTS, WITHOUT WRITTEN PR APPROVAL FROM THE ELECTRICAL ENGINEER, CONTRACTOR WILL NOT BE COMPENSATED. LEGEND NOTES 1. NOT ALL SYMBOLS MAY APPEAR ON PLANS. 2. IF THERE IS NO DESIGNATION NEXT TO FIXTURE, THEN ASSUME IT IS A NEW FIXTURE. 3. ALL FLUORESCENT LIGHT FIXTURES THAT UTILIZE DOUBLE -ENDED LAMPS AND CONT.''"AJ BALLASTS THAT CAN BE SERVICED IN PLACE SHALL BE EQUIPPED WITH DISCONNECTING MEANS AS PER NEC-2017 (410.130(G)). 4. ALL EXIT SIGNS AND EMERGENCY LIGHTS SHALL BE SELF DIAGNOSTICS TYPE 5. LIGHTING FIXTURE SCHEDULE IS SHOWN FOR REFERENCES ON ELECTRIC CHARACTERISTICS ONLY. 6. CONTRACTOR TO ENSURE THAT MOUNTING DEVICES AND ACCESSORIES ARE CORRECT FOR CEILING AND WAI.I_ IN WHICH THE FIXTURES ARE TO BE INSTALLED. 7. REFER TO INTERIOR DESIGN / ARCHITECTURAL PLANS FOR EXACT LOCATION OF LIGHT FIXTURES. 8. ALL LIGHT FIXTURES SHALL BE REVIEWED AND APPROVED BY ARCHITECT / OWNER PRIOR TO FORWARDING TO ENGINEER FOR REVIEW OR PRIOR TO BID: 9. LIGHT FIXTURE SHALL BE MADE TO THE REQUIRED LENGTHS BY THE MANUFACTURER - NO FIELD CUTTING SHALL BE ALLOWED DL SIGNATION ! DESCRIPTION w 9 w ' +84" DENOTES HEIGHT ABOVE UND UNLESS NOTED DIFFERENTLY FINISHED FLOOR NA NIGHT LIGHT AFCI ARC FAULT CIRCUIT INTERRUPT T/S TIME SWITCH GFCI GROUND FAULT CIRCUIT INTERRUPT PC PHOTO CELL WP WEATHER PROOF ENCLOSURE �� LC LIGHTING CONTACTOR F IG ISOLATED GROUND MWC MINIMUM WORK CLEARANCE N NEW FIXTURE OCP OVER CURRENT PROTECTION R RELOCATED FIXTURE OC ON CENTER E INDICATES AN EXISTING PL PARTY LIGHT OUTLET FIXTURE TO REMAIN L TWIST LOCK SW SHOW WINDOW (OUTLET) GFCI PROTECTION NOTES: - ALL 120V, 15 AND 20 AMPS KITCHEN APPLIANCE AND CONVENIENCE RECEPTACLES IN THE KITCHEN AREA, SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER AS PER NEC 2017 210.8(B)(2) - ALL OUTLETS LOCATED WITHIN 6FT OF THE OUTSIDE EDGE OF A SINK SHALL BF GFCI PROTECTED AS PER NEC 2017 210.8(B)5 CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL RECEPTACLES AND PROVIDE GFCI PROTECTION AS REQUIRED ABOVE. NOTE TO CONTRACTOR: 1. COORDINATE EXACT LOCATION OF ALL RECEPTACLES WITH ARCHITECT/SPECIALITY CONSULTANTS/PRIOR TO ROUGH IN. EXTEk.ioR BUILDING WALL POWER L- la SYMBOL DFSCRIPT!0N c J 120V, 20A, THREE WA.Y SWITCH 7 DAY PROGRAMS ;wllCli Us 120V, 20A, OCCUPANCY SENSOR SWITCH ® CEII1HG DUPLEX RL-CEPT. CEILING QUADRAPLEX RECEPTACLE _ 120V, 20A QUAD RAPLEX RECEPTACLE (W DUPLEX RECEPT. (20A, +18" O.C. FROM A.F.F, U.N.D) GFCI RECEPT. (20A, i 18" O.C. FROM A.F.F, I I.N.D) FLOOR GFCI RECEIP I. _ ....,J _ _ ......._ - JUNCTION BOX 4X4" GALVANIZE[) STEEL, 18",U.N.D DATA/TELEPHONE OUTLET 0-18"O.C. A.F.F, U.N.D) HATCH AREA. INDICATES PHONE V V PROVIDE. 3/4"EMT 6" ABOVE CEILING W/ PUTA SIRING FOR EACH FLIPICTION. FACE PI ATES, JACKS AND CADLING TO BE BY TENANT EXIT LIGHT FIXTURE WITH BAHLRY PAPK ' EMERGENCY L IGI IT FIXTURE WI I I BATjLRY PACK COMBO EXIT 1IGHT/EMERGENC`( LIGHT FIXTURE WITH BAITER( PACK HP RATED DISCONNECT (I 60'O.0 A.F.F, O.N.D) NDIA 3R FOR EXTERIOR ANt [1EMA 1 FOR INTERIOR. rirrr PANE[ BOARD (I-60" A.F.F O.0 OF PNL, U.N.D) LIGHL�J SEE ISCHEDULEYFORrJDET,AILS EL I�L� SEECURRENT SCHEDULEER PNEL FORA DETAILS a G 3R - FUSE. SIZE. 5 ( ) (NEMA r�A,TING) WIRE IN FREE AIR SUPPORTED 60A_.-- -FRAME SIZE TO BLDG. STKUCTIJRE NUMBER OF POLES - ELECLE ICAL ROGiJ v EXISTING e HEW 43 O AWG 1 \U THWN --------- -._ .:..:...�....,-e.e..e.,.-.. .. :.. v-...-.. . (1) ;#4 6ND, C,- � IN 2--1/2" PVC CONDUIT ' - EXISTING 1 I 1 -4 .,-`_"'_...t ...r.......e me.... e.. ... ......w '_...�.,........r..r.e.._-r-e.r......-.....Fry-..�.rrrr PANEL"MDP" i 1 1 l L - - - - - - - J : 1 . • 1 [EXISTING 1 NEW LEXISTlNG� ' i F r- N- -I EXISTING EXISTIfIG EXISTING I -400AII I I DISC. ; DISC. II ; I / PANEL"A" 'LP ' II I PANEL"RPA" i E] I 1ooA I I I I ---------J i 1277/480VI 200A MLO 1277/48OVI ; I 100A MLO I I 400A ML.O I 1 100A MLO I F- i i L ,3PH,4W _.-1 22K .A/C i L 3PH,4W _1 I I I I F- I E] I i 120/208V ' 1 ' 277/180V I ( 120/208V I 1 120/208V 1 1 F---------� 1 1 3PH,4W 1 EXISTING i 3PH,4W I ( 3P11,4W I 3PH,4W E ] 1 ' EXISTING ' f 1 112.5 KVA ; NEMA 1 HEM ^ 1 NEMA 1 - - 1 (RANSFORMETj ,-- ---1 1------� L J------- ; 30 KVA -- 277//480V TPANSFORN)ER 1 1 3PH,4W 1 e I I -- EXIS IIf1G L- -- - -- I , _ -- EXIS HH('3 .--� e.•................e...-----------------•-----------e_._----------......�•.........,.............. .....y TO FPL • 1 TRANSFORMER------- «--...................................I. .............. -----� --.4,�....---..-...-.--......-.-.-.....-•...................,....-a-...+ EXISTING - - L_X I I H G -XI, -INC RISER III I It bach design engi �aoasooa0 5130 N. Federal Hwy, Suite 1 ®®� o °°° 00E�1��°°°� Ft. Lauderdale, FL 33308 P: (954) 461-4314 o. 5975 �G bach@bachengineers.co ° CA#28826- �D Viet Bach Nguyen, P.E. Florida Li ­Anse #69753 ARCH ITECTS 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 260:.;190 WWW.D-Q-S.COI`,A © 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE Am CONSULTANT P' OJEC; i } mail CAS cx'D _J 'pal U �Z-L- 11 C) f LL REVISIONS _...__............._........_........_._..,....... ....... _...._ NO. � DATE DESCRIPTION DQ PROJECT NO.: - __.____._.__......._........ _..... _............ CHECKED BY: - DRAWN BY - ..._........ _.............................. DATE: 07/23/21 PHASE SI ;SET TITLE ...... lm.. PICA! . _ IF nS E�" SHE' I t cc 4 M E— scale-: 3/16" - 1'-0" TLj A k I E 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P- 786.239.1322 LICENSE AA 26003190 WIJVW.D-Q-S.COM i-) 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF O&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. SEAL CONSULTANT p R ()J E C -1' C) LIB LL H11 REVISIONS .... ............ ... NO. DATE DESCRIPTION DO PROJECT NO.: - ... .... ............. . ..... CHECKED BY DRAWN BY: - 11 ..... ..... . —.- - , 1 11 ... . ...... . ........ DATE: 07/23/21 sour-IMIS SHEET T!TLEE ................................... ........... ............... .............................................. Bach k-,nP -,iAL ������� A `v F L R PL; engin i NG 5130 N. Federal Hwy, Suite I Q.- rpq, %GENT Ft. Lauderdale, FL33308 SHEET NUMBER. P: (954) 461-4314 69753 bach@bachengineers.co CA#28826 Q4 e,* M Viet Bach Nguyen, P.E. Florida License #69753 00 S ................. 1. GENERAL A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND WITH ALL APPLICABLE REGULATIONS. B. DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF THE HVAC WORK. C ARRANGE AND PAY FOR ALL PERMITS LICENSES, INSPECTIONS AND TESTS. OBTAIN THE REQUIRED CERTIFICATES AND PRESENT TO OWNER. D. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR FOR MATERIAL AND LABOR. ALL COMPRESSORS SHALL BE GUARANTEED FOR 5 YEARS MINIMUM. 2. SHOP DRAWINGS: CONTRACTORS SHALL SUBMIT FOR APPROVAL, WITHIN 30 DAYS AFTER SIGNING CONTRACT, A MINIMUM OF FIVE COPIES OF FULLY DESCRIPTIVE LITERATURE, INCLUDING BUT NOT LIMITED TO: AIR CONDITIONING UNITS, FANS AND AIR OUTLETS. NO WORK SHALL PROCEED WITHOUT APPROVAL OF THESE SUBMITTALS. 3. DESIGN PARAMETERS: A. INDOOR DESIGN TEMPERATURE (SUMMER): 78F DB B. INDOOR DESIGN TEMPERATURE (WINTER): 72F DB 4. ALL THERMOSTATS SHALL HAVE HEATING MODE MAXIMUM SETTING OF 75 F, AND COOLING MODE MINIMUM SETTING OF 70 F. THE THERMOSTAT SHALL BE ARRANGED TO PREVENT THE SIMULTANEOUS OPERATION OF HEATING AND COOLING. 5. ELECTRICAL CONTROLS AND POWER WIRING: UNDER ELECTRICAL CONTRACT. 6. EQUIPMENT SPECIFIED BY MANUFACTURER'S NUMBER SHALL INCLUDE ALL g ACCESSORIES, CONTROLS, ETC., LISTED IN THE CATALOG AS STANDARD WITH THE EQUIPMENT. OPTIONAL OR ADDITIONAL ACCESSORIES SHALL BE FURNISHED AS SPECIFIED. 7. MATERIALS: A. REFRIGERANT PIPING: SHALL BE TYPE L SOFT DRAWN, COPPER TUBING, DEHYDRATED FOR REFRIGERANT USE. SIZED AS SHOWN ON DRAWINGS OR AS PER AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. B. INSULATION: REFRIGERANT SUCTION PIPING AND CONDENSATE PIPES SHALL BE INSULATED WITH 3/4" THICK FOAMED PLASTIC INSULATION, FIRE RETARDANT TYPE. INSULATION SHALL BE INSTALLED IN PIPING BEFORE ASSEMBLY. NO SPLIT INSULATION WILL BE ACCEPTABLE. SEAL JOINTS WITH MANUFACTURER'S APPROVED ADHESIVE AND CREY TAPE. C. DUCTWORK: A. ALL SUPPLY AIR DUCTWORK SHALL BE 1-1/2" THICK FIBERGLASS DUCTBOARD, FABRICATED AND INSTALLED AS PER LATEST EDITION OF SMACNA "FIBROUS GLASS DUCT MANUAL". R-6.0 MIN. B. ALL OUTDOOR AND EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL OR ALUMINUM DUCT NOT LIGHTER THAN 24 GAGE. C. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. D. FLEXIBLE INSULATED DUCTWORK WITH 1-1/2 THICK FIBERGLASS INSULATION WITH FRK VAPOR BARRIER. R-6.0 MIN. 8. CONTROLS: AIR CONDITIONING UNITS SHALL BE STARTED AND STOPPED THRU INDIVIDUAL PROGRAMMABLE THERMOSTAT. INDIVIDUAL THERMOSTATS SHALL START/STOP FANS AND ACTIVATE COOLING/HEATING SYSTEMS AS SELECTED. 9. TEST AND BALANCE: CONTRACTOR SHALL TEST AND BALANCE ALL VENTILATION AND AIR CONDITIONING SYSTEMS. SUBMIT FOUR COPIES OF TEST AND BALANCE REPORT, TO OWNER FOR APPROVAL. 10. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID ANY INTERFERENCES THAT MAY DELAY PROGRESS OF CONSTRUCTION. CONTRACTOR SHALL INSTALL A' L NECESSARY OFFSETS, BENDS, AND TRANSITIONS REQUIRED TO PROVIDE A COMPLETE SYSTEM AT 1�0 ADDITIONAL COST TO OWNER. IAI DIS-1- IBU ICE DIFFUSER TYP'. f—ml DIFFUSER CFM TAG MANUFACTURER & MODEL NO NECK SIZE CFM NOTES: A TITUS TDC-AA 6 0-100 ALUMINUM CEILING DIFFUSER 8 101-299 LOUVERED FACE 10 300-450 OPPOSED BLADE DAMPER 12 451-600 12x12 MODULE BORDER TYPE 1 (SURFACE) NC LEVEL < 30 24x24 0-800 ALUMINUM EGGCRATE RETURN GRILLE B TITUS 50F 1 /2x1 /2x1 /2 CORE 6 0-100 BORDER TYPE 1 (SURFACE) 8 101-299 NC LEVEL < 30 NOTES: 1. ALL FINISHES TO BE WHITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ARCHITECT. SEAL JOINT W/ AIR DUCT (SEE PLAN VIEW) - rnnvv o. m 1n7 N.T.S. GRILLE —� NOTES: 1.- PROVIDE BACKDRAFT DAMPER W/ BIRDSCREEN 2.- FLASH & SEAL WALL AND ROOF CAP 3.- PROVIDE INTERNAL ISOLATION AND SOUND INSULATION 4.- SUPPORT FAN FROM STRUCTURE 5. SWITCH WITH LIGHTS I N,T.�, i DRI`-%E SPNES MARK SELECTION BASED ON TYPE/ CFM MOTOR DATA MAKE MODEL NO. SERVICE WATTS AMP ,COI TS -F H HZ OK NC EF-1 GREENHECK SP-1380 BATHROOM 80 29 115 1 60 DRIVE 1.1 EF-2 GREENHECK SP-A390-VG BATHROOM 150 i 5 115 1 60 DIVE 0.9 1C "w MAC. i E T H SUAW D.� HC" I DUCTSL)E_ AI_-. SEC;! Ot E V111RE v bath design englnesoasaaea 5130 N. Federal Hwy, Suite 1 ®�eo�°°ppGE�1��°°°�GJ�®® Ft. Lauderdale, FL 33308 0 o P: (954) 461 4314 753 C� bach@bachengineers.co CA #28826 o- ----- e Viet Bach Nguyen, P.E. De Florida License #69753 S F�I �40RIIIYONAL 0 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WWW.D-Q-S.COM J 2J21 6'r' 1140 S; UDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC, WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE, SEAL CONSULTANT PROJECT_' kill - cs r, LLI ? LJ EL U) >� cj� RE`, iSIONS NO. I DATE I DESCRIPTION DQ PROJECT NO.: I CHECKED BY: - DRAWN BY: - .._,.._...._............. .......... I DATE : 07/23/21 �t ASE SHEET TITLE ME' --i P,` n -. A 1 L `31 ; E I NUMBER ML 2 v DRAWING KEYNOTES O TIE NEW 4" SANITARY TO EXISTING. CONTRACTOR TO FIELD VERIFY EXA 2 TIE NEW 1" CW EXISTING. CONTRACTOR TO FIELD VERIFY EXACT LOCA- EXISTING 30 GAL. WATER HEATER. ECOSMART TANKLESS WATER HEATER (3.5 KW 9 120V). O PROVIDE ASSE 1070 MIXING VALVE POWERS MODEL LFG480 AND SET Cc scale: 3/16" = I'-011 L11-0- AI.. ............. ....... .... RCH iTECTS .8245 S.W. 42ND STREET FLORIDA33155 P: 786,239.1322 LICENSE AA 26003190 WWW.D-Q-S.COi.=' 0 2021 BY D&Q STUDIO, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS I OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE SEAL CONSULTANT .PROJECT Q-19 I REVISIONS NO. DATE DESCRIPTION DQ PROJECT NO.: ............ . . . ....... . .. . . . .............. CHECKED BY: - DRAWN BY: - - .. . ........ DATE: 07/23/21 PHASE SHEET T!: -E ........................ .......... ...... ..... .......................... p L U N) Ill bath, design P Lff �A F L (""10 A I Mengin ® oaoPoaoao a 5130 N. Federal Hwy Suite I OGEN % Ft. Lauderdale, FL 313�08 SHEET NUMBER P: (954) 461-4314 6975 bach@bachengineers.co CA#28826 Viet Bach Nguyen, P.E. p Florida License #697.53 41EI AL -Wml 1- {..ALL=RAL PLUMBING NOTES: 1. A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH TFE FBC (PLUMBING 2020 7TH ED.) AND WITH ALL APPLICABLE REGULATIONS. B. DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF THE PLUMBING WORK. C. ARRANGE AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS AND TESTS. OBTAIN THE REQUIRED CERTIFICATES AND PRESENT TO OWNER. D. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR FOR MATERIAL AND LABOR. E. ALL HORIZONTAL SANITARY PIPING SHALL SLOPE AT 1/8 INCH PER FOOT MINIMUM FOR 3" AND LARGER AND AT 1/4" SLOPE FOR 2" PIPES AND SMALLER. 2. NOT USED. 3. PLUMBING FIXTURES: FIXTURES SHALL BE AS SELECTED BY OWNER AND SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FIXTURES SHALL BE COMPLETE WITH DRAINS, TRAPS, SUPPLIES AND ANY OTHER ACCESSORY REQUIRED, FIXTURES AND FAUCETS SHALL COMPLY WITH THE FBC 2020 7TH ED. WATER SAVING STANDARDS. 4. MATERIALS: A. PIPING: A. STORM, SOIL, WASTE AND VENT: SANITARY AND GREASE PIPE, PVC, DWV, SCHEDULE 40. B. DOMESTIC WATER: COPPER PIPE, TYPE L WITH SWEAT WROUGHT COPPER FITTINGS. T',PE "M" IN CONCEALED SPACES IS ACCEPTABLE ISOLATE PIPING FROM CONCRETE WITH INSULATING MATERIAL. C. DOMESTIC WATER SUPPLY ASSEMBLY: STAINLESS STEEL BRAIDED SUPPLY LINE WITH ANGLE SHUT OFF VALVES. 5. ALL AUTOMATIC ELECTRIC WATER HEATERS SHALL MEET THE STANDARDS OF THE LATEST ENERGY EFFICIENCY CODE. 6. PIPING TEST AND DISINFECTION& A. TEST: ALL SANITARY AND DOMESTIC WATER SUPPLY PIPING SHALL BE TESTED FOR LEAKS BEFORE PIPING IS CONCEALED OR CONNECTED TO EQUIPMENT AND PLUMBING FIXTURES. B. DISINFECTION: ALL DOMESTIC WATER PIPING SHALL BE DISINFECTED BY INTRODUCING A SOLUTION OF CALCIUM HYPOCHLORITE OF 50 PARTS PER MILLION OF CHLORIDE AND AS PER AWWA STANDARDS. 7. HOSE BIBBS: SHALL BE 1/2 INCH. ROUGH BRASS CONSTRUCTION WITH SHUT OFF VALVE AND VACUUM BREAKER. 8. ALL OUTDOORS FLOOR CLEAN OUTS SHALL BE TERMINATED UP TO GRADE AND SHALL BE MARKED. 9. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF SANITARY, AND DOMESTIC WATER PIPING BEFORE STARTING ANY WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DEVIATIONS FROM DESIGN DRAWINGS. SYMBOL DESCRIPTION SANITARY LINE VENT LINE — -- — -- - �► i- SAFEWASTE LINE CD CONDENSATE LINE pa— GATE VALVE - -- COLD WATER LINE ---- HOT WATER LINE P- PLUMBING FIXTURE DESIGNATION FCO FLUSH CLEAN CUT FLOOR PENETRATION Tn AIR CHAMBER WCO WALL CLEANOUT VTR VENT THRU ROOF COOG CLEANOUT ON GRADE ' HB HOSE BIBB W/VB FL-UMBING FIXTURE SCHEDULE NAME FIXTURE MODEL # HAND SINK SINK BY OWNER 3 COMP. SINK SINK BY OWNER MS MOP SINK BY OWNER WC WATER CLOSET BY OWNER (TANK) LAV DROP -IN BY OWNER LAVATORY WM WASHING MACHINE BOX 2 IN. FIRE RATED WASHING MACHINE BOX FIXTURE WATER PIPE SIZE NOMINAL SAN. SIZE MAXIMUM FLOW RATES WATER CLOSET 1/2" 3" 1.28 GPF (TANK) LAVATORY 1/2" 11/4" 1.5 GPM * ALL PLUMBING FIXTURES SHALL BE SELECTED BY AND INSTALL BY CONTRACTOR 0 a FACE OF W;`•. i STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG. WAIL C-A-EANOUT DETAIL NOTE: SLOPE ALL PIPING 2" AND LESS @ 1/4" PER L.F. SLOPE ALL PIPING 3" AND ABOVE @ 1/4" OR 1/8" PER L.F. i A %° r I G ISOMETRIC NO SCALE J(4: 1, All I IX I IIkILS SHALL COMIJLl WITI I iALtl E 601A OF THE F.P.C. WATER iS ME _mR'IC r.N NO SCALE A T �6TO(` �0r. n�P� 9 Ex DER r� TO C� 1TRP 00P � �C W 3� a J 1/0 bach design ngin� 5130 N. Federal Hwy, Suite 1 Ft. Lauderdale, FL 33308 ° �® P: (954) 461-4314 bachObachengineers.co CA#28826 - L oDe: o L[ Viet Bach Nguyen, P.E. Flarida License P69753 0 ° __caolaa D I A R C H,-7 ( S 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 P: 786.239.1322 LICENSE AA 26003190 WVVW.D-Q-S.COP4-9 V 2021 BY D&Q STUDIO, LLl, CHESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE CONSULTANT PROJcCi h4 00 M co 0 ILL ci7 W o 0 LL REVISIONS NO. DATE DESCRIPTION DO PROJECT NO.: - .................................................... CHECKED BY: - DRAWN BY: ...................... _. _.......... I ............ :.............. DATE: 07/23/21 PHASE SHEET TRT'_= §r'_11,NG S HE E T N'l '; 'BE':R