Loading...
HomeMy WebLinkAboutZephyr Plaza - Vanilla Shell RestaurantVAN 1 Im 1Ljk RESTAURANT ZP,EPHYRHILL , FL A. ALL WORK SHALL CONFORM TO THE 5th EDITION OF THE FLORIDA BUILDING CODE (2014), AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF ZEPHYRHILLS, FLORIDA. B. IT IS INTENDED THAT COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED. C. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. A201 LATEST EDITION ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE. D. DO NOT SCALE THESE DRAWINGS, VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITEC'- PRIOR TO STARTING WORK. E. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE ARCHITECT, IN WRITING, PRIOR TO NSTALLATION. F. RETAIN THE PROJECT GEOTECHNICAL ENGINEER TO PROVIDE OBSERVATION AND TESTING SERVI ]ES DURING THE GRADING (INCLUDING UTILITY TRENCHES) AND FOUNDATION PHASE OF CONSTRUCTION. ALL TESTING AND INSPECTION REPORTS, INCLUDING FINAL SUMMATION LETTER, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND OWNER. G. SUBMIT, PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL 3UILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, OR OTHER RELATED FIRE PERMITS. ZEPHYR, LLC WILL PAY FOR "CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER. H. PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY -PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. I. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. J. GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SE"_ UNLESS OTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS. K. GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION. L. ALL MATERIALS STAGED TO BE USED FOR CONSTRUCTION SHALL BE PROTECTED FROM EXCESSI'/E MOISTURE. IF THEY ARE EXPOSED TO MOISTURE THEY SHOULD BE ADEQUATELY DRIED BEFORE ENCAPSULA--ED INTO THE BUILDING. M. THE GENERAL CONTRACTOR SHALL ALLOW CLUES INTERIOR SIGN VENDOR TO INSTALL SIGNAGE NO LATER THAN ONE WEEK PRIOR TO OPENING DATE. N. GENERAL CONTRACTOR SHALL PROVIDE PEST INSPECTION AND EXTERMINATION SERVICES PRIOR TO START OF WORK. PROVIDE INVOICES AND A REPORT FROM THE EXTERMINATION PROFESSIONAL TO THE OLLIES CONSTRUCTION DEPARTMENT. 0. GENERAL CONTRACTOR SHALL PROVIDE WEEKLY CONSTRUCTION PROGRESS REPORTS TO THE OWNER, TENANT, AND ARCHITECT. PROJECT GENERAL NOTES I NAME ROOM NAME 1 SHEET NUMBER 4 OAX.X2 __� ELEVATION NUMBER 3 8' 4" CEILING HEIGHT BLDG, SECTION LETTER x AX.X BLDG. SECTION SHEET DETAIL NUMBER DIRECTION OF DETAIL AX.X DETAIL SHEET 0'-0" ELEV REVISION NUMBER BLDG. HEIGHT REFERENCE POINT X ELEV. LETTER • ELEV. SHEET ODOOR NUMBER O WINDOW NUMBER / DECOR ITEM NUMBER ❑X EXTERIOR WALL FINISH NUMBER OX KEY NOTE NUMBER X-000 EQUIPMENT NUMBER INTERIOR FINISH OX INTERIOR WALL TYPE INTERIOR ELEVATION DESIGNATION ID SHEAR WALL TYPE (STRUCTURAL) XXX 000 EQUIPMENT / FIXTURE NUMBER (M.E.P.) INDICATES SUSTAINABLE DESIGN GREEN REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS GENERAL DRAWING SYMBOLS I LEGAL JURISDICTI BUILDING CODE: 2017 FLORIDA BUILDING CODE FAMILY 3 BUILDING FOOTPRINT: 4873 S.F. FIRE AREA: 4916 S.F. INCL. WALK-IN OCCUPANCY: A2 TYPE CONSTRUCTION: TYPE II B-UNSPRINKLERED EXISTING BUILDING AREA AND OCCUPANT LOAD TYPE AREA FACTOR OCCUPANTS ASSEMBLY -STANDING AREA 200 S.F. 1:5 GROSS 40 ASSEMBLY -SEATING 1960 S.F. 1:15 GROSS 131 KITCHEN -COMMERCIAL 2325 S.F. 1:200 GROSS 12 TOTAL 183 OCCUPANTS PLUMBING FIXTURE CALCULATION A WATER CLOSETS LAVATORIES DRINKING FOUNTAIN SERVICE SINK REQ./ ACTUAL REQ / ACTUAL REQ, / ACTUAL REQ./ACTUAL MEN 212 1/ 2 1/ 0 (WATER AVAIL.) 1/ 1 WOMEN 2/2 1/2 UNISEX (EMPLOYEE) 1 PROVIDED 1 PROVIDED PROJECT SUMMARY REFER TO CIVIL DRAWINGS. LEGAL DESCRIPTION OWNER ARCHITECT ZEPHYR, LLC L.B. MANSKE ARCHITECTURE & DESIGN, INC. 7162 READING ROAD, STE 730 LEE B. MANSKE, AIA, NCARB CINCINATTI, OH 45237 2422 N. RUTGERS COURT WICHITA, KS 67205 316.749,5873 STRUCTURAL ENGINEER JOHN GUTHERMAN JR., P.E. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS, FL 30714 407.701,0875 CIVIL ENGINEER MECHANICAL ENGINEER CORNELISON ENGINEERING & DESIGN, INC. JUSTIN HARDY, PE 38039 OLD 5TH AVENUE 33542 5014 KINGSBRIDGE PASS 813.788.7835 POWDER SPRINGS, GA 678,234.8156 ELECTRICAL ENGINEER GUIDO ALVAREZ, PE 5014 KINGSBRIDGE PASS POWDER SPRINGS, GA 678-234-8156 PROJECT DIRECTORY SEWER TELEPHONE (Company) (Company) (Address) (Address) (City, State, Zip) (City, State, Zip) Contact: Contact: Phone: Phone: WATER ROADS (Company) (Company) (Address) (Address) (City, State, Zip) (City, State, Zip) Contact: Contact: Phone: Phone: GAS OTHER (Company) (Company) (Address) (Address) (City, State, Zip) (City, State, Zip) Contact: Contact: Phone: Phone: ELECTRIC OTHER (Company) (Company) (Address) (Address) (City, State, Zip) (City, State, Zip) Contact: Contact: Phone: Phone: UTILITY CONTACTS TITLE SITE T1.0 TITLE SHEET A A CIVIL C01 CIVIL COVER CO2 GENERAL NOTES CO3 EXISTING CONDITIONS/ DEMO PLAN C04 SITE PLAN C05 PAVING, GRADING, & DRAINAGE PLAN C06 UTILITY PLAN C07 W-1 CITY OF ZEPHYRHILLS STANDARD DETAILS C08 EROSION CONTROL PLAN C09 EROSION CONTROL DETAILS C10 CONSTRUCTION DETAILS C11 CITY OF ZEPHYRHILLS STANDARD DETAILS C12 CITY OF ZEPHYRHILLS STANDARD DETAILS C13 CITY OF ZEPHYRHILLS STANDARD DETAILS C14 MC-3500 STANDARD CROSS SECTION ISOLATION ROW DETAILS C15 CITY OF ZEPHYRHILLS DUMPSTER DETAILS (CIVIL SHEETS SUBMITTED UNDER SEPARATE COVER) STRUCTURAL SO-1 GENERAL NOTES SO-2 TYPICAL DETAILS I SO-3 TYPICAL DETAILS II S1-0 FOUNDATION PLAN A2 S2-0 ROOF PLAN S3-0 FOUNDATION DETAILS A2 S4-0 FRAMING SECTIONS ARCHITECTURAL A1.0 FLOOR PLAN A A1.1 DOOR & WINDOW ELEVATION & SCHEDULE A A3.0 ROOF PLAN A A4.0 EXTERIOR ELEVATIONS A A4.1 EXTERIOR ELEVATIONS A A5.0 BUILDING SECTIONS A5.1 WALL SECTIONS A5.2 WALL SECTIONS A6.1 CONSTRUCTION DETAILS A7.1 REFLECTED CEILING PLAN A A2 ACCESSIBILITY ADA1.0 ACCESSIBILITY REQUIREMENTS MECHANICAL MO.1 MECHANICAL SCHEDULES AND DETAILS 1A M1.0 MECHANICAL PLANS A M1.1 MECHANICAL HOOD FANS AQ PLUMBING PO.1 PLUMBING SCHEDULES AND DETAILS 1 P1.0 PLUMBING SANITARY PLAN A P2.0 PLUMBING DOMESTIC WATER & ROOF DRAIN PLAN A ELECTRICAL 00ELECTRICAL GENERAL NOTES AND LEGEND1.0 ELECTRICAL PLAN !E2 1AA2.0 ELECTRICAL DETAILS 2 AQ A2 REVIEW D CITY OF ZEP HIL p �� PLAN EXAMI ER I l �� I j 06 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES SHALL COMPLY WITH ALLWRK ANDSTANDARDS NF AOCODES DATE iY REVIEW CITY OF ZEP E SAFETY EXAMINER_A FIRE AND OF SHEET INDEX U O w N (") w `'+ oo LU Ur`coz �COCOf--LU UwU)L� w 0 Y ti ~ a(6 W UzvCY)v I— CV Q N UJ v� w z U) m . F� 0 rn Q LU w C0 Z w U J • Z LEE B. °� „ �/ Y A k q AR97470 r C�, .°° Y co M w w J Al REVISION 1 11.13.2017 A REVISION 2 11.16,2017 A REVISION 01.02.20in 0 N CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL TITLE SH " IEi' T1.0 PLOT DATE Jan 03, 2018 - 10:24am �INIwIM1Y�lYYY14w.;�;�,.Iye11LYILm.�--.1L11LdtlY1.11�i��U4 a w;l� a.��ILl1-�_v=-ilk-�ILkIt�H�Wpal�il�7YIIb�INY'�t��,..il�-�IV���t,w�u�,llt,�1�.��Il�.�k!'�1�;�'11�14s:Ys�iIIIWIJ1b1M11u_iiurYll..�i,.�U.�.6aLWllJ1�LYI�Vl�{WIVWiYY�IYIu1�11-IlYa�w1�.�-�4.L.WI;Y�tli..�,,,u�.�IdIVd..p.���:. �=_�.. _�I����- YiJ1uY1 �IY�II�klluliLlY.L.IWI� STRUCTURAL NOTES CONTRACTOR NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. GUTHERMAN STRUCTURAL, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. CODES AND STANDARDS 1. WIND LOADS AS PER: A. FLORIDA BUILDING CODE 6TH EDITION (2017) WITH AN ULTIMATE DESIGN WIND SPEED OF 139 MPH, EXPOSURE B, NOMINAL DESIGN WIND SPEED ; OF 107 MPH, +/-0.18 INTERNAL PRESSURE COEFFICIENT, AND BUILDING RISK CATEGORY II. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A. FLORIDA BUILDING CODE 6TH EDITION (2017) . B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/ 2014 EDITION). C. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315/ LATEST EDITION). D. MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, INSERTS & CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. AWS. D1.4/ LATEST EDITION. E. SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC 13TH EDITION (ASD). F. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/2015 EDITION. G. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530, 530.1/ASCE 5, 6/TMS 402, 602/2013 EDITIONS). H. LIGHT GAUGE STUD FRAMING SHALL COMPLY WITH ASTM STANDARDS AND HAVE BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE'S SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, 2001 WITH 2O04 SUPPLEMENT. 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. B. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS SETTINGS, DRAINS, REGLETS, ETC. C. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. D. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. E. ALL STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LOADS LISTED ONLY AS COMPLETED STRUCTURES. THE GENERAL CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT WORK IN PROGRESS UNTIL THE STRUCTURES ARE COMPLETED. THE GENERAL CONTRACTOR SHALL ALSO INSURE THAT ITS OPERATIONS AND PROCEDURES PROVIDE NO LOADING GREATER THAN THE DESIGN LOADS LISTED ON ANY MEMBER. 4. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 5. MATERIALS AND ASSEMBLY TEST AS FOLLOWS: A. EXTERIOR WINDOWS, SLIDING AND PATIO GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED WITH AN APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR FLORIDA STATE WIDE PRODUCT APPROVAL NUMBER TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE FOLLOWING SPECIFICATIONS: ANSI/AAMA/NWWDA 101/I.S. 2-97 OR TAS 202 (HVHZ SHALL COMPLY WITH TAS 202) B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQUIREC DESIGN PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10 SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME OR PANEL MEMBI=R IN EXCESS OF 0.4 PERCENT OF ITS SPAN AFTER THE LOAD IS REMOVED. HVHZ SHALL COMPLY WITH TAS 202. AFTER EACH SPECIFIED LOADING, THERE SHALL BE NO GLASS BREAKAGE, PERMANENT DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER DAMAGE, WHICH CAUSES THE DOOR TO BE INOPERABLE. C. SECTIONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF STRUCTURAL PERFORMANCE UNDER UNIFORM STATIC AIR PRESSURE DIFFERENCE IN ACCORDANCE WITH ANSI/DASMA 115 OR TAS 201,202 AND 203. D. WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WIT-1 THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEM USED FOR SUBSTRATES NOT SPECIFIED BY THE FENSTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. SPECIALTY ENGINEERED PRODUCTS 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: A. LIGHT GAUGE METAL, INCLUDING BUT NOT LIMITED TO, SOFFITS, CLADDING, CEILINGS, ETC. B. MISCELLANEOUS METALS INCLUDING STEEL STAIRS, MECHANICAL EQUIPMENT SUPPORTS, FRAMES THAT SUPPORT MACHINES, PIPES OR OTHER STRUCTURAL METAL USED FOR SUPPORT OF MECHANICAL SYSTEMS. C. MISCELLANEOUS HANGERS, CHANDELIERS, CABINETS, METAL FRAMES, LADDERS, RIGGING, HANGING WALLS, RAILINGS, GLAZING FRAMES, CLADDING SUCH AS STONE, PRECAST, ALUMINUM, METAL PANELS, CABLE BARRIER SYSTEMS, ETC. OR ANY OTHER MISCELLANEOUS PRODUCT REQUIRED BY ANY OF THE CONSTRUCTION DOCUMENTS. D. IN ADDITION TO THE LOADS SHOWN IN THE DESIGN LOAD SCHEDULE, THE SPECIALTY ENGINEER SHALL DESIGN FOR THE WEIGHT OF ALL MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT AND FIXTURES, AS WELL AS CHANDELIER FIXTURES, BAR CABINETS, AND ART WORK / MOBILES. GENERAL CONTRACTOR TO INCLUDE IN THEIR BID THE COST OF THE ABOVE NOTED SPECIALTY ENGINEERING. FOUNDATION 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH A REPORT ON SOILS AND FOUNDATION INVESTIGATION PREPARED BY GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2. BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2,000 PSF. 3. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL' IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 4. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 18-INCHES BELOW EXTERIOR FINISH GRADE. 5. EXCAVATION & BACKFILL PER THE SOILS REPORT: A. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. B. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. 6. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED ON DRAWINGS. 7. DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. CONCRETE 1. CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS: A. FOUNDATIONS 3000 PSI B. SLAB -ON -GRADE 3000 PSI C. MASONRY GROUT 3000 PSI D. COLUMNS 4000 PSI E. BEAMS 4000 PSI ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. SLUMPS SHALL BE 4-INCHES MINIMUM AND 5-INCHES MAXIMUM. C. CONCRETE SHALL HAVE 3 PERCENT AIR ENTRAINMENT. D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55. E. JOBSITE WATER SHALL NOT BE ADDED. JOIST SHALL HAVE THE FOLLOWING CAMBERS UNDER THEIR OWN WEIGHTS: 30' SPAN OR LESS - CAMBER = 0 30' SPAN TO 60' SPAN - CAMBER = 1" MAXIMUM DECK 1. STEEL ROOF DECK SHALL BE: A. 1-1/2", 22 GA. TYPE B METAL DECK GALVANIZED AS SHOWN ON ROOF PLAN AS MANUFACTURED BY VULCRAFT/NUCOR OR APPROVED EQUAL. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. ROOF DECK MUST COMPLY WITH STEEL DECK INSTITUTE STANDARDS. ALL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. ROOF DECK WITH LIGHTWEIGHT INSULATING CONCRETE SHALL BE VENTED. 2. ALL ROOF DECK TO BE DESIGNED, MANUFACTURED, AND INSTALLED IN ACCORDANCE WITH LATEST FACTORY MUTUAL STANDARDS. 3. WELDING WASHERS ARE TO BE USED ON ALL CONNECTIONS OF STEEL DECK WITH METAL THICKNESS LESS THAN 22 GA. TO STRUCTURAL STEEL SUPPORTS. 4. IN AREAS OF WARPED ROOF DECK SELF DRILLING SCREWS ARE TO BE USED ON CONNECTIONS OF STEEL ROOF DECK TO STRUCTURAL STEEL Ok SUPPORTS. SCREW SIZES TO COMPLY WITH MANUFACTURER'S AND FACTORY MUTUAL REQUIREMENTS. ATTACH DECK TO ALL SUPPORTING C' 7t ROOF JOISTS. 1S 5. 1-1/2" METAL ROOF DECK IS TO BE ATTACHED TO STRUCTURAL STEEL �.[�7 SUPPORTS WITH 5/8" DIAMETER PUDDLE WELDS (MINIMUM OF 4 WELDS ' PER SHEET PER JOIST). SIDE JOINTS SHALL BE FASTENED TOGETHER (f' WITH #10 SELF DRILLING SCREWS AT MID SPAN BETWEEN SUPPORTS W (MINIMUM OF 5 PER SPAN), UNLESS INDICATED OTHERWISE ON THE STEEL DRAWINGS. ROOF DECK WITH LIGHTWEIGHT INSULATING CONCRETE... SHALL BE VENTED. 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO: 11. STEEL ROOF DECK SHALL B AI-VANIZED (G90) PER ASTM A653. A. ASTM SPECIFICATION A 992 GRADE 50 FOR ALL WIDE FLANGE BEAMS. B. ASTM SPECIFICATION A 36 FOR MISCELLANEOUS STEEL SHAPES SHOP D GS (ANGLES, PLATES, ETC.). THE SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE C. SQUARE OR RECTANGULAR HSS SHALL CONFORM TO ASTM SPECIFICATI FOLLOWING: 500 GRADE B (FY=46 KSI). A. CONCRETE MIX DESIGNS D. ROUND HSS SHALL CONFORM TO ASTM SPECIFICATION A500, GRADE B (FY=42 KSI). ROUND HISS WITH A WALL THICKNESS GREATER THAN B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC 5/8", SHALL CONFORM TO ASTM A53, GRADE B (FY=35 KSI). C. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES E. ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. D. STRUCTURAL STEEL F. DELETE PAINT ON ALL STEEL TO RECEIVE SPRAYED ON FIREPROOFING E. PRE-ENGINEERED STEEL STAIRS OR CONCRETE ENCASEMENT. G. ALL MILL CAMBER TO BE ORIENTED UPWARD DURING FABRICATION AND F. STEEL JOISTS AND DECK ERECTION. 2. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A H. STEEL BEAMS INSTALLED IN PARALLEL WITH STEEL BAR JOISTS MUST SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. HAVE CAMBER EQUAL TO BAR JOISTS. /` 2. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, 3 ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI /�, I,- AS DESCRIBED IN AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION 9. PROVIDE CONTROL JOINTS IN MASONRY WALLS AT A SPACING OF 30' + O.C. AND ALIGN WITH ARCHITECTURAL CONTROL JOINTS. 10. EPDXY GROUT SHALL BE NON -SHRINK HIGH CREEP RESISTANT, AND SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE PROPERTIES: TENSILE STRENGTH, ASTM C 30: 1,500 PSI FLEXURAL STRENGTH, ASTM C 580: 4,000 PSI COMPRESSIVE STRENGTH, ASTM C 579: 1,600 PSI/7 DAYS. 11. MINIMUM LAP SPLICES FOR REINFORCED CMU PER 6TH EDITION (2017) FBC SECTION 2107.3: BAR SIZE #4 #5 #6 #7 #8 24" 30" 36" 42" 48" A. LAP SPLICES SHALL OCCUR DIRECTLY ABOVE FOOTINGS AND SLABS. NO SPLICES ARE ALLOWED AT MID -HEIGHT OF WALL. B. LAP SPLICES THAT OCCUR AT CANTILEVERED WALLS SUCH AS: PARAPETS, RETAINING WALLS, ETC. SHALL HAVE LAP SPLICE LENGTHS INCREASED BY 50% TO 72 BAR DIAMETERS. 12. MASONRY LINTELS: A. A PRECAST CONCRETE LINTEL BY CASTCRETE SHALL BE PROVIDED OVER ALL MASONRY WALL OPENINGS. THE LINTEL SHALL BE FULLY GROUTED. B. LINTELS TO HAVE 4" MINIMUM BEARING AT EACH END. C. SHORE PRECAST LINTEL PER MANUFACTURER'S INSTRUCTIONS. BUILDING CODE (ACI 318/ 2011 (ACI 315/ 1994 EDITION), AND EDITION), THE ACI DETAILING MANUAL THE SPECIFICATIONS FOR STRUCTURAL ,s PROCEDURE" (AWS D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. CONCRETE FOR BUILDINGS (ACI 301/ LATEST EDITION). /� < N:�,'v 3. ALL CONNECTIONS SHALL BE BOLTED WITH 3/4" DIAMETER, A-325 HIGH STRENGTH BOLTS OR WELDED (UNLESS SHOWN OTHERWISE ON THE 4. SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR d� r �'7 DRAWINGS). TO ANY FABRICATION. ALL CONNECTIONS SHALL BE DOUBLE ANGLES UNLESS NOTED OTHERWISE. 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. 6. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.C. 7. LAP ALL BARS WITH CLASS B TENSION LAP SPLICE UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL WWF A MINIMUM OF 12 INCHES (UNLESS OTHERWISE NOTED). 8. REINFORCING BARS: A. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. B. AT CORNERS OF CONCRETE WALLS, BEAMS AND CONTINUOUS WALL . FOOTINGS, PROVIDE (1-#5 OR MATCHING) HORIZONTAL BARS X 5'-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE. C. WHERE COLUMNS ARE AN INTEGRAL PART OF CONCRETE WALLS, WALL REINFORCEMENT SHALL BE CONTINUOUS THRU THE COLUMNS. D. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED. 9. FOR GRADE BEAMS LAP ALL TOP STEEL AT MID -SPAN AND LAP BOTTOM STEEL OVER SUPPORT. 10. CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT MID -SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT AND ADDITIONAL SHEAR FRICTION REINFORCING. CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. CONSTRUCTION JOINTS IN POST -TENSION SLABS SHALL BE LOCATED AND DESIGNED BY SPECIALTY ENGINEER. MASONRY 1. MASONRY UNITS SHALL BE A. LOAD BEARING ASTM C90 B. TYPE II NON -MOISTURE CONTROLLED C. MEDIUM WEIGHT OR NORMAL WEIGHT D. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND (U.N.O.). 2. THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS CALCULATED IN ACCORDANCE WITH ASTM C1314. 3. ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION C270. 4. GROUT SHALL BE A HIGH SLUMP MIX HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI 5. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE INSPECTED BY A CERTIFIED INSPECTION COMPANY AND CONSTRUCTED IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENT FOR MASONRY STRUCTURES" (ACI 530/ASCE 5/TSM 402) AND "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1/ASCE 6/TSM 602)/ 2012 EDITIONS. 6. PROVIDE 8" X 8" MASONRY BEAM WITH 2 #5 CONT. AT EVERY WINDOW SILL. EXTEND BEAM 8" BEYOND EDGE OF OPENING. 7. ALL BRICK MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AND BONDED TOGETHER WITH TYPE S MORTAR. 8. PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (9 GA.) AT 16" ON CENTER VERTICAL IN ALL MASONRY WALLS. PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. FOR JOINT REINFORCEMENT, WALL TIES, ANCHORS AND INSERTS, APPLY A MINIMUM COAT OF 1.5 OUNCES PER SQUARE FOOT (PSF) (458/G/M2) COMPLY WITH THE REQUIREMENTS OF ASTM A153, CLASS B. 4. ALL ALUMINUM AND STEEL MEMBERS TO BE TREATED OR PROPERLY SEPARATED TO PREVENT GALVANIC AND CORROSIVE EFFECTS. 5. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. 6. SUBMIT ALL STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 7. EQUIPMENT SUPPORTS: f `1 nOM 1 f*RM NAL ROOF AND WALL (NOT FOR SHEAR WALLS) NAIL SIZE NAIL SPACING ZONE 8d (RING SHANK) 6" 0 EDGES, 12" 0 INTERMEDIATE SUPPORTS ROOF O2 30 8d (RING SHANK) 6" 0 EDGES, 12" 0 INTERMEDIATE SUPPORTS ROOF 8d 6" 0 EDGES, 12" 0 INTERMEDIATE SUPPORTS WALL Q5 8d 6" 0 EDGES, 12" 0 INTERMEDIATE SUPPORTS WALL PROVIDE ALL SUPPORTING STEEL NOT INDICATED ON PLAN AS REQUIRED CORNER DISTANCE, A = 6.1 FEET FOR THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS, INCLUDING ANGLES, CHANNELS, BEAMS, HANGERS, ETC. DO NOT SUPPORT EQUIPMENT OR PIPING FROM METAL DECKING. 8. DECK SUPPORTS: PROVIDE 1/4" BENT PLATES AT ALL HIPS, VALLEYS, SKEWED BEAMS AND OTHER AREAS FOR DECK SUPPORT. JOISTS 1. ALL JOISTS SHALL HAVE A SHOP COAT OF RUST INHIBITIVE NON BITUMINOUS PAINT. 2. JOIST FABRICATOR SHALL HAVE A SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA SIGN AND SEAL ALL STEEL JOIST SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL CONTAIN A STATEMENT CERTIFYING THAT THE STEEL JOISTS CAN SAFELY RESIST THE WIND UPLIFT FORCES AS NOTED. 3. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED TO THE REQUIREMENTS OF THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE FOR SERIES K JOISTS MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. PROVIDE BRIDGING IN ACCORDANCE WITH SJI STANDARDS UNLESS NOTED OTHERWISE ON THE DRAWINGS. FOOTING SCHEDULE MARK SIZE W x D x L REINFORCING F20.12 2'-0" x 12" x CONT. (3) 0 CONT. BEAM SCHEDULE MARK SIZE BxH (inches) REINFORCING REMARKS BOTT TOP INT BB-1 8x8 (1) #5 - - MASONRY BOND BEAM BB-2 8x16 (1) #5 (1) #5 - MASONRY BOND BEAM BB-3 8x24 (1) #5 (1) #5 (1) #5 MASONRY BOND BEAM 1. BB-# SHALL BE GROUTED SOLID FOR THE FULL HEIGHT OF BOND BEAM 2. BB-3 SHALL BE ONLY USED WHERE "BOND BEAM STEP DETAIL" IS REQUIRED MASONRY WALL SCHEDULE MARK THICKNESS REINFORCING MW-1 8" CMU #5 ® 48" O.C. M W- 2 8" -mu #5 ® 16" O.C. MW-3 8" CMU #5 © 40" O.C. MASONRY WALL NOTES: 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING ® 16" O.C. HORIZ. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. ADJACENT TO ANY EXTERIOR/INTERIOR 8" WALL OPENING, PLACE (1) #5 VERTICAL IN CELL GROUTED SOLID. FOR ALL OPENINGS 5'-0" OR LESS, OTHERWISE PROVIDE (2) #5 VERTICAL. FULL HEIGHT, U.N.O. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX. DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) Q w � a COMPONENT U- w w o Q c� Z 0 m N 10 CEILING & MECH'L 10 MISC. 15 PARTITIONS TOTAL DEAD LOAD 35 TOTAL LIVE LOAD 20 100 TOTAL LOAD 55 100 ROOF WIND PRESSURE (PSF) Vasd COMPONENTS AND CLADDING -EXPOSURE B-107 MPH WIND SPEED EFFECTIVE WIND AREA (SQ. FT.) ROOF AREA 1 2 3 10 +9.6/-20.9 +19.1 /-35.0 +19.1 /-35.0 20 +9.6/-20.3 +18.2/-31.3 +18.2/-31.3 50 +9.6/-19.6 +17.2/-26.4 +17.2/-26.4 100 +9.6/-19.1 +16.3/-22.6 +16.3/-22.6 NOTES: 1. WIND DESIGN PER FBC-6TH EDITION (2017) 2. +: INDICATES WIND PRESSURE -: INDICATES WIND SUCTION 3. WALL DISTANCE A = 6.1 FT (COMPONENTS AND CLADDING) 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA PLAN DOOR & WINDOW WIND PRESSURE (PSF) Vasd COMPONENTS AND CLADDING -EXPOSURE B-107 MPH WIND SPEED SIZE OF WALL OPENING (SQ. FT.) WALL AREA 4 5 10 +19.1 /-20.7 +19.1 /-25.5 20 +18.2/-19.8 +18.2/-23.8 50 +17.2/-18.7 +17.2/-21.5 100 +16.3/-17.9 +16.3/-19.8 NOTES: 1. WIND DESIGN PER FBC-6TH EDITION (2017) 2. +: INDICATES WIND PRESSURE -: INDICATES WIND SUCTION 3. WALL DISTANCE A = 6.1 FT (COMPONENTS AND CLADDING) 4. FOR WALL OPENINGS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER WALL OPENING AREA. 5 5 WALL ELEVATION GUTHERMAN STRUCTURAL INC. 130 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 P: 407.701.o875 uLherman STRUCTURAL • U o Z CD CD CD CC a Oo W Cn co Z LD E�crcncU d'I-- �,,,. C) ~ ~��coW f` Uzc>� _ I- N > U d' N Q cn � U1 W z In °``g1111NIllttj�j, G`}T H ERM 'lo. C E N,; ^' NO.60880 -� STATE OF ' cY tllllltl John Gutherman Jr., P.E. FL. REG. #6o88o 16018 © 2017-11-16 ® 2018-1-2 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL GENERAL NOTES SO-1 PLOT DATE: Jan 02, 2018 - 1:33pm FA CONCRETE COVER SCHEDULE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 OR LARGER 2" #5 OR SMALLER 1 1 /2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS (#11 AND SMALLER) 3/4" BEAMS, COLUMNS (PRIMARY REINF., TIES, STIRRUPS, SPIRALS) 1 1 /2" CONCRETE FOR COASTAL EXPOSURES EXPOSED TO WEATHER: WALL & SLABS 2" OTHER MEMBERS 2 1/2" MASONRY FILLED CELL, SEE PLAN f- FOR REINF. (TYP.) PROVIDE PREFAB. "L" JOINT REINFORCING AT ALL CORNERS PLAN VIEW SEE PLAN FOR SLAB DESIGNATION NDJACENT SLAB )R FILL N Z MASONRY O El E PROVIDE PREFAB. "T" JOINT REINFORCING AT ALL T—INTERSECTIONS PLAN VIES 12" 1 #5 CONT THICKENED EDGE (T.E.) N.T.S. r TYPICAL MASONRY DETA LS N.T.S. I I I fC— ---- ----- - TIT GROUT —FILLED CELLS — L_I__L_ __�__J__ —__�_ �_ _ 3000 PSI (TYPICAL) x� 0 z Q I I T T tl -r I I N 4 1 /2" x 4 1 /2" CUT r II m II I II MA >ONRY INSPECTION & ;LEAN —OUT HOLE hill Flh I V I DOWELS TO MA -CH VERT. TYPICAL MASONRY FILLED CELL DETAIL TERMINATE HORIZ. REINF. AT THE JOIP REINF. CELL OR CC CONIC. SEE PLAN CONSTRUCTION PAPER ON ONE SIDE ONLY CAULK AND PREMOLDED FOAM BACKING ROD FILL VOID SOLID WITH MORTAR. 2" DEEP SAWCUT (OR 1/3 x SLAB SEE PLAN FOR SLAB THICKNESS) WITHIN 24 HOURS OF THICKNESS (TYPICAL) POUR (DO NOT INTERRUPT MESH) SEE PLAN FOR RECESS/ SEE PLAN -11 1=III-1-1-1=1=1 METAL KEY —FORM BY KEYHOLD INC. OR EQUAL (STOP MESH) CONSTRUCTION JOINT CONTROL JOINT TYPICAL SLAB RECESSZRAISED TYPICAL SLAB —ON —GRADE N.T.S. NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS N.T.S. SHALL CREATE PANELS OF 100 SQ. FEET 1. WHERE HEIGHT OF MASONRY WALL SEGMENT EXCEEDS 12'-0", INTERMEDIATE BOND BEAM IS REQUIRED. 2. BOND BEAM REINFORCEMENT MUST BE CONT. HOOK BARS INTO REINFORCED JAMB AT WALL OPENINGS. 3. OMIT BOND BEAMS WHERE IT COINCIDES WITH OPENING HEADERS (LINTELS/BEAMS), REINFORCEMENT MUST BE CONTINUOUS AT SUCH LOCATIONS. •: BAR • ■ ■ ■ ■ . s L SPLICE LENGTH■ ■ ■ ■ CONT. ■ ■ O ■ ■ ■ NELSON ■ G G @ • • C.i G CONT.I .,BOLT @ O.C. MASONRYBOND ALTERNATIVEALTERNATIVEBEAM WITH DECK --•-ANCHORAGE CONTRACTOR'S OPTION TYPICAL BOND BEAM DETAIL N. T. S. BOND BEAM W/ REINF. 7 PER SECTIONS 0 DISCONTINUED WALL LATERAL REINFORCING N PLAN VIEW NOTES : 1.— SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL CONTROL JOINT TO TOP OF WALL. 2•— CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0"o.c. IN WALLS WITH MORE THAN 25'-0" OF UNINTERRUPTED MASONRY. REFER TO DWG'S. FOR ADDITIONAL SPECIFIED LOCATIONS AS NOTED THUS (WCJ). 3.— CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. 3/8" BACKER ROD & CAULK r,,-' SEE ARCH. DWGS "— BACKER ROD & CAULK BAR SEE ARCH. DWGS ALTERNATE METHOD TYPICAL CMU WALL CONTROL JOINT (WCJ) DETAIL 1 INTERSECTIOl' MATCH SIZE QUANTITY OF BAR IN FO01 WALLS AND STEP LOON. o" FCONT. REBAR AT STEP 24" STEP LOCN. BOND BEAM STEP DETAIL 2'-0" I SCORNER BARS MATCH SIZE AND QUANTITY OF LARGER BAR IN FOOTINGS, WALLS AND BEAMS CORNER BAR(S) DETAIL INTERSECTION BAR(S) DETAIL TYPICAL BAR DETAILS 24 MATCHING Z—BARS EACH FACE OF STEP W/ 36" LONG LEGS TYP. 3 —6 (2)#4 ( (CTR ON CORNER) NOTE: INSTALL BELOW UPPER LAYER OF SLAB REINFORCING SEE NOTE ABOVE x Q iv SLAB EDGE =1 II III -I (2)#4 X 6'-0" NNI `V (CTR ON CORNER) SEE NOTE ABOVE 11 l BARS TO MATCH SEE PLAN AND FOOTING SCHEDULE FOOTING BARS FOR SIZE AND REINFORCING TYPICAL STEP 6'-- FOOTING DETAIL SEE PLAN FOR ADD'L N.T.S. SLAB REINF. OPENING OPENING • FILLED CELLS, TYP. PROVIDE (2) #5 1'-4" EACH CELL MC-1 CMU COLUMN REINFORCING 1. MASONRY COLUMNS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING ® 8" O.C. HORIZONTAL, TYP. FILLED CELLS, TYP. OPENING OPENING _xq M W/ REINF. PROVIDE (2) #5 DNS EACH CELL 2'-0" MC-2 CMU COLUMN REINFORCING 1. MASUNKY UULUMNS SHALL dt KLIWUKC;tU WIN 9 GA. GALVANIZEU LATERAL REINFORCING ® 8" O.C. HORIZONTAL, TYP. CII I r-n r C'I I C TVD PROVIDE (2) #5 EACH CELL r ITV VIUL I l I ) ffU OPENING MC-3 CMU COLUMN REINFORCING I. M11JUINM T UULUMINJ JP'IHLL t7L MLIINr-UmULU VVI II7 'd l;/H. 1j/ALV/AINILLU LATERAL REINFORCING ® 8" O.C. HORIZONTAL, TYP. TYP. SLAB CORNER REINF. VERT. REINF, SEE FOUNDATION PLAN NOTES. VERT. REINF. SEE (1) #5 CONT. FOUNDATION PLAN N NOTES. - N 0 N*;U—SHAPED (1) #5 CONT. N (1) #5 CONT. PRECAST U—SHAPED PRECAST CONCRETE LINTEL. CONCRETE LINTEL. L-1 L-2 (1) #5 CONT. (1) #5 CONT. —VERT. REINF. SEE FOUNDATION PLAN VERT. REINF. SEE N NOTES. - FOUNDATION PLAN 04 ,C14� N NOTES. N (1) #5 CONT. N (1) #5 CONT. U—SHAPED PRECAST CONCRETE LINTEL. U—SHAPED PRECAST L— L-4 CONCRETE LINTEL. C.M.U. PRECAST LINTEL SCHEDULE N.T.S. NOTES: 1. 8" PRECAST LINTELS BY CASTCRETE CORPORATION OR APPROVED EQUAL. 2. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. 3. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 4. PROVIDE 8" MINIMUM BEARING EACH END. GUTHERMANSTRUCTURAL INC . 130 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 P:407-701.0875 Afs, uLherman STRUCTURAL V CD Z LLj 0 CD V Q C C\J cf) z 1=� cn � I" w w 00 �MCf,LOU U LLJ _j QU 4— vz>Ucy)= N > U V Q C U) z m h+�l �L ,�,Og!$€I86tfpfjd' \':k,\ �H ER111 %C E NSF No. 50880 STATE OF O RIP.-'° °. IONAL dfl/f l91111", John Gutherman Jr., P.E. FL. REG. #6o88o 16018 A 0 0 0 A ZL CONTRACT DATE: 08,13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL TYPICAL DETAILS 1 SOm2 PLOT DATE: LATERAL BRACING (HORIZONTAL BRIDGING) FOR WALLS: NOTE: IF NON —LOAD BRG WALLS (PARTITION WALLS) HAVE SHEATHING ON BOTH SIDES LATERAL BRACING IS NOT REQUIRED. ENSURE BOTH STUD FLANGES ARE ATTACHED TO TOP AND BOTTOM RUNNER FLANGES. HORIZONTAL BRIDGING MUST BE INSTALLED AT SPACING NOT TO EXCEED 48" OC FOR AXIAL LOAD BEARING WALLS AND 60" OC MEASURED VERTICALLY FOR NON —LOAD BEARING WALLS CARRYING WIND LOAD ONLY. TYPICAL FOR ALL OPTIONS BELOW. 5/8" SHEATHI 5/8" SHEATHI 16GA. V—BAR BRIDGING ATTACHED TO FLANGES. SEE NOTES FOR SPACING. 1-1/2" —20GA. STRAP BRIDGING STEEL STUD HORIZONTAL BRIDGING OPTION #1 HORIZONTAL BRIDGING OPTION #2 1-1/2" COLD ROLLED CHANNELS MAY BE USED IN LIEU OF ABOVE DETAIL TO BRACE STUDS LATERALLY. CHANNELS ARE INSERTED THROUGH STUD WEB HOLES AND SECURED WITH SCREW —ATTACHED 1-1/2"x2"x16GA. CLIP ANGLES CUT TO LENGTH 1/4" LESS THAN STUD WIDTH. 1/2" PLATE CONCENTRATED LOAD — COORDINATE WITH EQUIPMENT SUPPLIER IF NOT STATED QL SUPPORT ON DRAWINGS — ADDITIONAL "X"--BRIDGING ® CENTER LINE OF EQUIPMENT SUPPORT (EACH SIDE OF JOIST) STL. JOIST (SEE PLAN) HANGER ANGLE L 2 1 /2"x 2 1 /2"x 1 /4" FOR MECH. (MIN. WEREINF. FOR EQUIPMENT JOIST). OR ACCESSORY BY EQUIPMENT SUPPLIER TYPICAL JOIST REINFORCING AT CONCENTRATED LOAD N.T.S. #12 SHEET METAL SCREWS AT J 12" O.C. ALL AROUND FROM CURB CLIP TO CURB TYP. STL CURB. - COORD CURB HEIGHT W/ MFR. METAL DECK ROOF HATCH v '" \ (TYPICAL) OPENING ,` ROOFTOP HVAC UNIT. SEE SHEET MECH DWGS. --- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — —, 14 GA GALV STL RTU HOLD DOWN CLIPS PROVIDE (4) HOLD DOWN CLIPS PER RTU UNIT, TYP. WELD TO TOP CHORD' OF JOIST EACH ANGLE #12 SHEET METAL SCREWS AT L 5 x 5 x 5/16 12 ALL AROUND FROM CURB CUP -TYPICAL 4 SIDES UNIT L5X5X5/16 W/ 5/8 EXP. BOLTS (3) MIN. 1"x4" PT WD J L NAILERS EXISTING JOIST EXTERIOR CMU. WALL �I PROVIDE FILLED CELLS AT EXP. BOLT LOCATIONS TYPICAL ROOF HATCH DETAIL ROOF DECK 2"x6" PT WD NAILERS. MZ7_1/2" DIA THRU-BOLTS, NUTS & LOCK WASHERS MIN (2) REQ'D PER SIDE. INSTALL MAX 12" FROM CURB ENDS SEE TYPICAL ROOF OPENING DETAIL STEEL SIZING. TYP. HVAC HOLD DOWN DETAIL N.T.S. METAL DECK SEE MECH. DWGS (TYPICAL) FOR OPENING SIZE V—L6x4x5/16(LLV) —TYPICAL 4 SIDES (4 REQUIRED) CLIP JL JL SEE PLAN FOR JOIST SIZE 1. PROVIDE AT PERIMETER OF ALL ROOFTOP MECHANICAL UNITS AND OPENINGS AS REQUIRED. 2. SEE MECH. DWGS FOR OPENING SIZE & LOCATION. 3. PROVIDE L 3 x 3 x 5/16 AT ROOF SUMPS AND EXHAUST FANS TYPICAL ROOF OPENING DETAIL GUTHERMAN STRUCTURAL INC. 130 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 P: 407.701.0875 uLherman STRUCTURAL U rn o CD CV a Co c)) C/W (j) �CID C� IJ L17'r T U LLJ .0 L0 0 I _j 0) C� C6W UzvCY)= _ N > Sr)N- Q CV cf) � x U) z_ U) D Co MM. h�l X`etioeataaraia p-f HER , ~' NO.60880 'b STATE OF ' ;0�' . c1 aRi�P' <<' isSIONAL t���````o �11,afit 1110 John Gutherman Jr., P.E. FL. REG. #6o88o • 1 e, CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL TYPICAL DETAILS 11 SOm3 PLOT DATE: 92'-8" ( 5 ,S3-0 F20.12 — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — 11 - - - - - - - - - - - 0 cq C4 4� 3 S3— ......... ... ..... — - --------- ...... ......... ----- ---- ---- ----------- _-Fro"2 2 _4 I 2'-0" 2'-00' 2'-0 M C-2 MC-2 MC-2 '0000_� 0 -0 C4 iI cq m GJ L �Fff 1-2 cq I.Lj 0 : - a/2\ C.J. C.J. it 4" CONIC SLAB ON GRADE of ro w/ 6x6, W1.4 x W1.4 WWF ON 10 MIL VAPOR BARRIER 04 2 ON COMPACTED TREATED SUB -SOIL (TYPICAL) LO S3- 5'- 1 " I. I. 5'- 5' 40'-0" -0. J. vv 15'-0" 2 1 0 F20.112 — — - — — — — — — — — — — -- ....... --- __­� . .... .... .......... ---------- 6 to LF20.12 S3_0 I. 1 (31: . .. ....... C*4. d C3 C.i. U-) 00 H 4" CONC SLAB 16N GRADE 40 j _04 C4 w/ ix6, W1.4 x W1.4 WWF ON 0 MIL VAPOR BARRIER ON OMPACTED. .:.TREATED SUB SOIL (TYPICAL) j U 00 0 II 47, =NC SLAB ON GRAD. w/--** 6x6, W1.4 x W114 WA ON 10 MIL VAPOR IIARRII ON COMPACTED TREATED SUB -SOIL (TYPICAL) IMIMA • FOUNDATION PLAN SCALE: 1/8" = 1'-0" 88,-0" 20'-0" Cam .I F20.12 T-2' _r 4" CONIC SLAB ON GRADE Z ?-\ 15'-0" w/ 6x6, W1.4 x W1.4 WWFON 10 MIL VAPOR BARRIER ON COMPACTED TREATED SUB -SOIL (TYPICAL) 28'-0" FOUNDATION NOTES 1. ELEV. ±0'-O" IS REFERENCE ONLY. SEE CIVIL FOR TRUE NGVD ELEVATION. 2. BOTTOM OF FOOTING TO BEAR 18" BELOW TOP OF GRADE, TYP. 3. ALL MASONRY WALLS ARE MW-11 U.N.O. ON PLAN. SEE SCHEDULE ON SO-1. 4. MC- REFERS TO MASONRY COLUMN. SEE SCHEDULE ON SO-2. 6. F20.12 INDICATES THICKENED EDGE SEE SO-2 FOR DETAILS. 7. V INDICATES WALL CONTROL JOINT (WCJ), SEE DETAIL ON SO-2. 8. INDICATES 8" CMU WALL (MW-1) U.N.O. 9. ALL WOOD STUD SHEATHING SHALL BE 5/8- CDX PLYWOOD ATTACH TO SUPPORTS W/ 10d NAILS AT 6- O.C. AT PANEL EDGES AND 12- O.C. IN FIELD. 10. SLAB SHALL BE PITCHED 1/2" FOR 5' X 5' SQUARE AT ALL FLOOR DRAINS V.O.N. REFER TO PLUMBING DRAWINGS FOR LOCATIONS. 11. SEE ARCH FOR DIMENSIONS NOT SHOWN. 12. VERIFY SLOPES AND STEPS WITH ARCH'L PRIOR TO CONSTRUCTION. SEE TYPICAL STEP DETAIL ON SO-2. GUTH ERMAN STRUCTURAL INC. 130 CROWN OAK CENTRE DRIVE LONGWOOD, FL32750 P: 407.701.o875 utherman STRUCTURAL '(1071 �4 co 'I,-- 00, :3 0-) (D cy) 2: (D Q0 (D N rr U) :D L0 00 C/) c-5 N' cy) 7, C/) co � LLJ U) E* (_5 Lu (,C) I_LU rr --, cy) =i= c) C) CN, > cr lzt < U) cf) LLJ Z C/) D CIO A0 %01111111111111" E N No. 60880 0 STATE OF 4oRID ""1111111111110 John Gutherman Jr., P.E. FL. REG. #6o88o 16018 2017-11-16 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL FOUNDATION PLAN 1-0 PLOT DATE: 6 'j'_ ROOF PLAN SCALE: 1 /8" = 1'-0" I en G EE NOTE 1 /v 0 I 0 0 I 0 1 nl_n" 10'-0" 10'-0" --------- I'L%mm 0 m 10'-0" TYPICAL ROOF DECK CONNECTION SCHEDULE ATTACHMENT MARK PERPENDICULAR PARALLEL SEAMS TO SUPPORT TO SUPPORT A 5/8" PUDDLE WELD @ 12" O.C. (36/4 PATTERN) PUDDLE WELD @ 12" O.C. (6) WELDED SIDELAPS B 5/8" PUDDLE WELD @ 6" O.C. (36/7 PATTERN) PUDDLE WELD" @ 6O.C. (6) WELDED SIDELAPS NOTES: 1. ALL PUDDLE WELDS TO BE 3/4"0 FUSION TYPE (UNO). 2. WELDS TO BE MADE FOLLOWING AWS D1.3 SPECIFICATIONS BY QUALIFIED WELDING OPERATORS. 3. ALL DECK END LAPS TO BE A MINIMUM OF 2". 4. SEE SECTIONS AND DETAILS FOR ADDITIONAL WELDS REQUIRED. 5. AS AN ALTERNATE, HILTI X-ENP-19 DECK PINS MAY BE USED IN LIEU OF 5/8" PUDDLE WELDS. 1. ALL METAL ROOF DECK SHALL BE 1.5" TYP B 22GA (G22) TYP. SEE SCHEDULE AND NOTES ON THIS SHEET FOR ATTACHMENT. 2. L-# INDICATES PRECAST LINTEL, SEE SCHEDULE ON SO-2. 3. BB-# INDICATES MASONRY BOND BEAM, SEE SCHEDULE ON SHEET SO-2.1 4. PROVIDE A 8x8 MASONRY BOND BEAM (BB-1) W/ (1) #5 CONT. AT THE TOP OF ALL WALLS. PROVIDE AN 8x16 MASONRY BOND BEAM (BB-2) AT ALL JOIST AND DECK BEARING LOCATIONS W/ (1) #5 CONT. TOP AND BOTTOM, TYP. 5. VERIFY ALL TOP OF PARAPET W/ ARCH DRAWINGS. 6. PROVIDE A CONTINUOUS BB-1 AT WALL MID -HEIGHT ALIGNED WITH TOP OF DOORS, TYP. 7. SEE ARCH. FOR DIMENSIONS NOT SHOWN, TYP. 8. THE G.C. SHALL VERIFY WEIGHT AND LOCATION OF ALL MECH'L EQUIPMENT TO BE SUPPORTED BY ROOF STRUCTURE W/ MECH'L & EQUIPMENT SUPPLIER PRIOR TO FABRICATION AND CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT AND ENGINEER. 9. JOIST BRIDGING SHALL BE PER JOIST MANUFACTURER'S RECOMMENDATIONS. PROVIDE UPLIFT BRIDGING AT ENDS OF JOISTS. 10. ALL BEAMS SHOWNS L- ARE OVER OPENINGS, TYP. 11. ALL METAL STUDS SHALL BE SHEATHED WITH 5/8" DENSGLASS W/ #10 S-TYPE BUGLE HEAD SCREWS AT 6" O.C. ALONG EDGES INT. SUPPORTS. 12. LIGHT GAUGE METAL ROOF TRUSSES SHALL BE SPACED AT 24" O.C. W/ 5/8" FRT PLYWOOD SHEATHING AND #10 SIDS SCREWS AT 6" O.C. TYP. GUTHERMAN STRUCTU RAL I NC. 7 i30 CROWN OAK CENTRE DRIVE LONGWOOD, FL32750 P: 407.701.0875 u herman STRUCTURAL O Z I --I w O CD co t V A CV /1 w r D L) Co LJ_I U�c)z (_0�W w 12 ULLJ U) Q U ( ^I r UzLLJ Ucov ry- �) N � 4� �+ cfD LLJ z 00 a `,,�tisfllE6lg�p�' � CENS' No. 60880 STATE OF z f G �e John Gutherman Jr., P.E. FL. REG. #6o88o 16018 a 0 0 CONTRACT DATE: 08,13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS. FL ROOF PLAN S2mO PLOT DATE: STOREFRONT, SEE ARCH 1/2" ISOLATION JOINT, TYP. SIDEWALK, SEE CIVIL - 06 T FOOTING SEE PLAN -7TF`-T- C.M.U. WALL BEYOND, SEE PLAN AND SCHEDULE I (1) #4 CONT. I 18" #5 X 2" 1 AT 24" O.C. I I. CONC. SLAB ON GRADE, `I I SEE PLAN NOTES \I T SLAB x ----J, SEE PLAN STANDARD ACI HOOK, TYP, 10 MIL. VAPOR BARRIER, TYP. #5 AT 24" O.C. • • CONC. FOOTING, SEE PLAN AND SCHEDULE NOTE: FILL AI_L BLOCK CELLS WITH 3000 P.S.I. CONCRETE BELOW GRADE SECTION 1 3/4" = 1'-0" S3-0 SPLITFACE SHOE BLOCK SPLITFACE CMU T/LANDSCAPE OL T FOOTING SEE PLAN (1) #4 CONT. 18" #5 X 12" 1— AT 24" O.C. CONC. SLAB ON GRADE, SEE PLAN NOTES T SLAB — x _T SEE PLAN IL VAPOR BARRIER, AT 24" O.C. x • • ---CONC. FOOTING, SEE PLAN MI AND SCHEDULE 3" NOTE: FILL ALL BLOCK CELLS WITH 3000 P.S.I. STANDARD ACI HOOK, TYP. CONCRETE BELOW GRADE SECTION r5_'\N 3/4" = 1'-0" S3-0 Q C.M.U. WALL, SEE PLAN AND SCHEDULE 1/2- ISOLATION JOINT, 1/2- ISOLATION JOINT, TYP. TYP. CONC. SLAB ON GRADE, SIDEWALK, SEE CIVIL SEE PLAN NOTES OL T SLAB — x x x T SEE PLAN 10 MIL VAPOR BARRIER, TYP. OIL T FOOTING SEE PLAN z • • • ---CONC. FOOTING, SEE PLAN AND SCHEDULE NOTE: FILL ALL BLOCK STANDARD ACI HOOK, TYP. CELLS WITH 3000 P.S.I. CONCRETE BELOW GRADE SECTION 2 3/4" = 1'-0" S3-0 SECTION 6 3/4" = 1'-0" S3-0 IEDULE TINT, TYP. BADE, AB PLAN RIER, 'E PLAN STOREFRONT, SEE ARCH OL T SILL SEE ARCH 1/2" ISOLATION JOINT, TYP. SIDEWALK, SEE CIVIL — K.O. BLOCK W/(1)#5 CONT. GROUT SOLID C.M.U. WALL, SEE PLAN AND SCHEDULE 1/2" ISOLATION JOINT, TYP. CONC. SLAB ON GRADE, SEE PLAN NOTES OIL T SLAB — x x x T SEE PLAN 10 MIL VAPOR BARRIER, TYP. OIL T FOOTING SEE PLAN • • • '--CONC. FOOTING, SEE PLAN AND SCHEDULE NOTE: FILL ALL BLOCK STANDARD ACI HOOK, TYP. CELLS WITH 3000 P.S.I. CONCRETE BELOW GRADE SECTION 3 3/4" = 1'-0" IN S3-0 /LANDSCAPE =E CIVIL//\X//\�/ \\ T FOOTING SEE PLAN • STANDARD ACI HOOK, TYP. #4 CONT. 18" #5 X 12"1 AT 24" O.C. CONC. SLAB ON GRADE, SEE PLAN NOTES I OIL T SLAB x SEE PLAN VAPOR BARRIER, -'-- #5 AT 24" O.C. • CONC. FOOTING, SEE PLAN \7 AND SCHEDULE NOTE: FILL ALL BLOCK CELLS WITH 3000 P.S.I. CONCRETE BELOW GRADE SECTION rF� 3/4" = 1'-0" S3-0 C.M.U. WALL, SEE PLAN AND SCHEDULE 1/2" ISOLATION JOINT, 1/2" ISOLATION JOINT, TYP. TYP. CONC. SLAB ON GRADE,3 CONC. SLAB ON GRADE, SEE PLAN NOTES SEE PLAN NOTES 06 T SLAB x x x— — x x x SEE PLAN 10 MIL VAPOR BARRIER, TYP. T FOOTING SEE PLAN R � • • CONC. FOOTING, SEE PLAN n I AND SCHEDULE NOTE: FILL ALL BLOCK STANDARD ACI HOOK, TYP.71�� CELLS WITH 3000 P.S.I. CONCRETE BELOW GRADE A SECTION 4 3/4" = 1'-0" S3-0 GUTHERMAN STRUCTURAL INC. 130 CROWN OAK CENTRE DRIVE LONGWOOD, FL32750 P: 407.701.o875 &MIutkerman STRUCTURAL U rn o Z % o ' . �y W N A ~ W o LU .. z" Cl� O U�cy)z �cnq)'--w U LU W 0 [�1 I— < LU _ UzUcy)= N U d' Q z D m tillll/ H ER/ ' 0%,�� .-�SCEl1 s 1f r,•� N o. 60880 =� STATE OF Z. ' �0 A' OR s�'e'®S00 S�aNAL �'��~ llllim John Gutherman Jr., P.E. FL. REG. #6o88o 16018 © 2017-11-16 0 0 0 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL FOUNDATION DETAILS S3mO PLOT DATE: 1 ■. Mn OIL T CMU WALL SEE PLAN SINGLE K.0 BLOCK W/(1) #5 CONT. TOP AND BOTT. GROUT SOLID 3/16" OIL JST. BRG. SEE PLAN DBL. K.0 BLOCK W/(1) #5 CONT. TOP AND BOTT. GROUT SOLID CMU WALL, SEE PLAN L3x3x1/4"xCONT. ATTACHED W/ 5/8" DIA. x 4" EMBED STAINLESS STEEL ExP. BOLTS ® 48" O.C. IN GROUTED CELLS METAL ROOF DECK SEE PLAN STEEL JOIST SEE PLAN 7x7x3/8" EMBED PLATE W/(2)-5/8"O x 5" LG. H.S. SEE DETAIL A -A f 2' L] Q DETAIL "A —A" SECTION 1 3/4" = 1'-0" S4-0 SEE PLAN T.O. PARAPET 8x8 CONT. U-BLOCK AT DECK ANGLE TYP. AT DECK ANGLE TYP. PL10x7x1 /2" EMBED PLATE W/(2) 5/8"0 x 6" LONG HEADED STUDS. 8x16 MASONRY - BOND BEAM AT BEARING W/ (1) #5 TOP AND BOTT. (SEE PLAN) 8x8 BOND BEAM W/ (1) #5 -ONT. (FULLY GRCUTED) SECTION 5 3/4" = 1'-0" S4-0 OIL T CMU WALL SEE PLAN SINGLE K.0 BLOCK W/(1) #5 CONT. TOP AND BOTT. GROUT SOLID 3/16" JST. BRIG. SEE PLAN DBL. K.0 BLOCK W/(1) - #5 CONT. TOP AND BOTT. GROUT SOLID PL10x7x1 /2" EMBED PLATE W/(2) 5/8"0 x 6" LONG HEADED STUDS. /-L 4x4x1/4"xCONT. LLV W/ 5/8"0 ExP. BOLTS ® 48" O.C. (4" MIN. EMBED) INTO FILLED CELL WELD DECK TO ANGLE W/ 5/8"0 PUDDLE WELDS 0 6" O.C. L3x3x1/4"xCONT. ATTACHED W/ 5/8" DIA. x 4" EMBED STAINLESS STEEL ExP. BOLTS ® 48" O.C. IN GROUTED CELLS METAL ROOF DECK SEE PLAN STEEL JOIST SEE PLAN 7x7x3/8" EMBED PLATE W/(2)-5/8"O x 5" LG. H.S. SEE DETAIL A -A CMU WALL, SEE PLAN PRECAST LINTEL, SEE PLAN AND SCHEDULE WINDOW/DOOR, SEE ARCH SECTION 2 3/4" = 1'-0" S4-0 8" CMU WALL, SEE PLAN AND SCHEDULE L3x3x1/4"xCONT. ATTACHED W/ 5/8" DIA. x 4" EMBED STAINLESS STEEL ExP. BOLTS ® 48" O.C. IN GROUTED CELLS LW INSULATING SINET) ANROOF DECK CONCRETE JC85E REAN SEE QLAN JOIST STEEL JOIST, SEE PLAN 7x7x3/8" EMBED PLATE W/(2)-5/8"O x 5" LG. H.S. SEE DETAIL A -A ROOF SHEATHING, SEE PLAN PRE-ENGINEERED WOOD ROOF TRUSSES, SEE PLAN 3/16" JST. BRG. SEE PLAN T CMU WALL SEE PLAN SINGLE K.0 BLOCK W/(1) L3x3x1/4"xCONT, ATTACHED W/ /A #5 CONT. TOP AND BOTT. 5/8" DIA. x 4" EMBED STAINLESS GROUT SOLID STEEL ExP. BOLTS ® 16" O.C. IN �IrFr GROUTED CELLS METAL ROOF DECK SEE PLAN BRIDGING SEE PLAN B DECK VARIES SEE PLAN DBL. K.0 BLOCK W/(1) —� STEEL JOIST #5 CONT. TOP AND BOTT. SEE PLAN GROUT SOLID L2-1/2x2-1/2x1/4" (2)-5/8"0 x 4" EMBED UrtEXP. BOLTS DBL. K.0 BLOCK W/(1) #5 CONT. TOP AND BOTT. GROUT SOLID SECTION 6 1 /2"=1'-O" S4- 0 CMU WALL, SEE PLAN SECTION r3_'N� 3/4"=1'-O" S4-0 T CMU WALL SEE PLAN 2x FASCIA BOARD, TYP. SINGLE K.0 BLOCK W/(1) #5 CONT. TOP AND BOTT. GROUT SOLID, TYP. PRECAST LINTEL, SEE PLAN AND SCHEDULE OIL T CMU WALL SEE PLAN SINGLE K.0 BLOCK W/(1) #5 CONT. TOP AND BOTT. GROUT SOLID DBL. K.0 BLOCK W/(1) #5 CONT. TOP AND BOTT. GROUT SOLID L3x3x1 /4"xCONT. ATTACHED W/ 5/8" DIA. x 4" EMBED STAINLESS STEEL ExP. BOLTS ® 16" O.C. IN GROUTED CELLS METAL ROOF DECK SEE PLAN BRIDGING SEE PLAN L2-1/2x2-1/2x1/4" (2)-5/8" 0 x 4" EMBED ExP. BOLTS MU WALL, SEE PLAN PRECAST LINTEL, SEE PLAN AND SCHEDULE WINDOW/DOOR, SEE ARCH SECTION r4_"� 3/4" = 1'-0" S4-0 STEEL JOIST SEE PLAN CUTHERMAN STRUCTURAL INC. f30 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 P: 407.701-0875 ol utkerman STRUCTURAL U o Z o S W N w D Oo L0 w LZ � Uw��J J ` di 6 UzU_cy,_ cm N> U Cc J N Q LLJ CIS �+ m F� No. 60880 STATE 0H John Gutherman Jr., P.E. FL. REG. #6o88o 16018 C�7 0 0 0 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL FRAMING SECTIONS S4mO PLOT DATE: DIMENSIONS: A. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CMU U.O.N. REFER TO FOUNDATION PLAN FOR FACE OF CONC. DIMENSIONS. B. DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MIN. REQ'D. NET CLEARANCE FROM FACE OF WALL. / WAINSCOT FINISH. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT. WALL FRAMING. WINDOWS / DOORS: A. SEE SHT. A1.1 FOR WINDOW TYPES AND DOOR SCHEDULE. B. ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING. FINISH SUBSTRATES: A. NO SUBSTRATES PROPOSED IN PHASE I. DECOR: A. NO INTERIOR DECOR PROPOSED IN PHASE I. GENERAL: A. PROVIDE 5 FIRE EXTINGUISHERS -10 lb, ABC - AND INSTALL AS INSTRUCTED BY FIRE MARSHAL OR AUTHORIZING AGENT. B. DRAWINGS ARE BASED UPON STEEL FRAMING. UTILIZATION OF WOOD STUDS ON NON -BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. C. ALL ATTACHMENTS MADE THROUGH E.I.F.S. SHALL BE BUSHED TO PREVENT DAMAGE TO THE FINISH, PER 9/A6.2. D. ALL PENETRATIONS THROUGH STUCCO SHALL BE SEALED USING MFR'S. APPROVED METHOD. 0 1 O N (Ty ) N 5 7 4 FLOOR PLAN NOTES C 38'-8" 31'-0" 2'-8" 5'-0" 2'-0" 5'-0" 2'-0" 1, 5'-0" 2'-0" 1, 5'-0" _ O O 0 O DWI 0 0 N 3" 4 O o c N co 4 0 0 N 4 18 14 (TYP.) �4 18 18 C9 YP.) C° 4 4 2'-8" 5'-011 21_011 51_0" 2,-0" 5'-0" 2-01t 40'-0" DINING 7'-8" 4 co O . 6'-0" 9 20 2-33/4" T-10%2" 10 20 n OFFICE 17'-4" 11 9 C r 18 0 co 8 20 ti CV S. e N 10 24 22 Lo rn N �p Eo 9'-1Y2' WOMEN DISH = O � N r N r m 22-)`n j co 7 O4 4 2'-0" 5'-0" CV 6-0" 8'-0' 6'-0" 20'-0" TYPICAL EXTERIOR WALL (FOH): HOODWALL: 8" SPLIT FACE CMU. FURR INTERIOR WITH 1-1/2" CONTINUOUS 6" METAL STUDS WITH 1/2" CEMENTITIOUS THERMAX HEAVY DUTY POLYISO, OVERLAID WITH 2x4 STUDS BOARD SUBSTRATE WITH 20 GA. S.S. PANEL BEHIND LAID FLAT, EXTEND FURRING TO 13-0". EXTEND INSULATION TO HOOD. ROOF DECK.R-VALUE OF INSULATION TO BE R-9.8 MIN, TYPICAL INTERIOR WALL TYPICAL EXTERIOR WALL @ TOWER VESTIBULE: 1/2" GYP BD ON 3-5/8" OR 6" METAL STUDS AT 16" O.C. STO POWERWALL STUCO OVER 8" SMOOTH FACED CMU OR 2" EXTERIOR GRADE PLYWOOD OVER 2x4 STUDS @ 12" O.C. OVER 8" SMOOTH -FACE CMU. FURR INTERIOR WITH 1-112" CONTINUOUS THERMAX HEAVY DUTY POLYISO, OVERLAID WITH 2x4 STUDS LAID FLAT. EXTEND FURRING TO 14-0", EXTEND INSULATION TO ROOF DECK. R-VALUE OF INSULATION TO BE R-9.8 MIN. TYPICAL EXTERIOR WALL (BOH) 8" SPLIT FACE CMU. FURR INTERIOR WITH 1-112" CONTINUOUS THERMAX HEAVY DUTY POLYISO. FURR INTERIOR WITH 3-5/8" METAL STUDS, SET 5-1/2" FROM FACE OF CMU. EXTEND FURRING TO 10'-01'. EXTEND INSULATION TO ROOF DECK.R-VALUE OF INSULATION TO BE R-9.8 MIN. WALL SUBSTRATES: THE PHASE I PROJECT SCOPE DOES NOT INCORPORATE SUBSTRATES IN ORDER TO ALLOW FOR MAXIMUM FLEXIBILITY FOR THE TENANT DURING PHASE II. PHASE II PLANS FORTHCOMING WALL LEGEND B An 22 21 88'-0" 2 - = 17 1 NC, — �/ESTIBULE Y T 2 17 L J O (TYP.) 0 18 1 T N O O 4'-0Y2" 3 2" 3%2' 2-3%2' 2-0` 5'-4" 1'-4" 5'-4" 2'-0" 2'2" 20'-7" A A5,0 9'-43/4' 21 8'-7%2" 18 2 5'-0" SALAD 28'-0" 24 7'-11 13'-0" PREP 7'-4" 21 4'-6%4' i 6 S20 � L co L EMPLOYEE A 11 O 5'-4" 3 xz 12 0 T ,— 0 0 16'-7" 1 AO SLAB EDGE/RETAINING WALL. SEE STRUCTURAL FOR DESIGN. SEE CIVIL FOR EXTENTS' HOOD WALL, SE WALL LEGEND. 3 ELECTRICAL MAIN SWITCH BOARD. REFER TO ELECT. DWGS. 1 ® LOCATION OF SOLID SURFACE SILL TO BE INSTALLED IN PHASE 11. 5 KEEP CLEAR FOR FUTURE UTILITIES & SYRUP LINES. MOP SINK. SEE PLUMBING PLANS. 18ELECT. NOT USED. PANELS RECESSED IN 2x6 WALL. O LIGHTING CONTROL PANEL SURFACE MOUNTED. 10 CD NOTUSED 11 WALL LADDER SUPPLIED BY G.C. 12 CD GAS METER. 13 NOT USED 14 42" HIGH LOW WALL. NOT USED.. z�C15 bP co IT O T N 11' _o B A5.0 26 1 0 N 1 19 60 N 0 to cc Q w co Z w U J OF FC a U LEE B.. L AR974.7G z J. i�"o �e LU 16018 REVISION 1 11.13.2017 0 0 0 0 0 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: FLOOR PLAN 1/4"=1'-0" Restaurant Shell p 0 16 NOT USED. Zephyr Plaza 1ZEPHYRHILLS, FL 1-7 METAL THRESHOLD. OPROVIDE 2X4 STUDS LAID FLAT OVER SMOOTH FACE CMU FOR 18 INTERIOR BEARING WALLS. Q 19 TRENCH DRAIN. SEE PLUMBING PLANS. 20 PREP OPENING FOR PROPOSED PHASE II DOOR. SEE SHEET A1.1. 21 PROVIDE 3-5/8" METAL STUD FURRING SET 5 1/2" FROM FACE OF WALL. 22 6" METAL STUD CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION PHASE 1 23 OF OWNER SUPPLIED WALK-IN COOLER DURING PHASE 1. INSTALL PER MANUFACTURER INSTRUCTION, AND PER MIAMI-DADE NOA#:17-0320.03 FLOOR PLUMBING 24 LOCATION OF ROOF STORM DRAIN PIPING. REFER TO CIVIL AND GENERAL CONTRACTOR SHALL PROVIDE QUICK-SERV SC4030 BR PLAN 25 DRIVE-THRU WINDOW, WITH STOREFRONT TRANSOM ABOVE. SEE SHEET Al. 1. OTHE GENERAL CONTRACTOR SHALL PROVIDE PRICING FOR SUPPLY 26 AND INSTALLATION 8' TALL COMPOSITE FENCING AT REAR OF STORE.100 KEY NOTES D PLOT DATE: Jan 03, 2018 - 10:20am 12'-S' 101-81 91-411 71-011 m 91-411 71-011 am 91-411 7'-011 0 O i 0 2" TYP. 41-1 011 211 TYP. 41-1 01111 2" TYP.--, 51_411 EQ. EQ. EQEQ, EQ. EQ. o i 0 0 0 0 0 0 0 ;it1'-4" r InJ, 3-0" L 7J^ r L 3'-0" 1 r EQ.Ilk EQ. "T B O N CIDB °° O O 0 B 0 B o N 0 0 C A6.1 0 MAIN ENTRY -ALUM. VESTIBULE DOOR MAIN ENTRY -ALUM, VESTIBULE DOOR VESTIBULE WINDOW ALUM. O 0 DINING WINDOW SIDE ENTRY PICK-UP WINDOW ALUM. DOOR - ALUM. ALUM. 0 INTERIOR VESTIBULE DOOR - ALUM. 0 INTERIOR SERVICE WINDOW - ALUM. NOTE: ELEVATIONS DRAWN AS VIEWED FROM EXTERIOR OF BUILDING. WINDOW TYPES 1/4" = 1'-o" 1 9 1. DIMENSIONS ON THIS DWG. ARE TO FRAME EDGE. REFER TO SHEETS A1.0 AND A5 SHEETS FOR ROUGH OPENING DIMENSIONS. 2. ENTIRE STOREFRONT SYSTEM SHALL BE CLEAR ANODIZED. 3. ALL SPANDREL GLASS SHALL BE CLEAR ANODIZED TO MATCH FRAMES. 4. SEE SCHEDULE FOR GLASS TYPES. 5. REFER TO FLOOR PLAN, ELEVATIONS AND WALL SECTIONS FOR ROUGH OPENING DIMENSIONS. 6. ALL STOREFRONT MATERIAL AND GLAZING SHALL BE SUPPLIED AND INSTALLED BY G.C. U.O.N. GLASS SCHEDULE ( 1" INSULATED GLASS O SAFETY GLASS BY MFR. © 1" INSULATED TEMPERED GLASS © 1/4" TEMPERED GLASS NOTE: SHADING COEFFICIENT SPECIFICATION PER LOCAL CODE REQUIREMENTS, DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED. **** ALL STOREFRONT GLAZING SHALL BE LOW "E11 SOLAR GLASS **** NOTES 1. LAMINATE DOORS 7 AND 8 2. ALL HARDWARE SHALL BE US32D U.O.N. 3. ALL HM FRAMES SHALL BE 16 GA STEEL U.O.N. 4. ALL LOCKS SHALL BE FALCON 6 PIN INTERCHANGEABLE CORE SUPPLIED AND INSTALLED BY THE G.C. ALL EXTERIOR LOCKS SHALL BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES SHALL BE KEYED ALIKE. 5. MOUNT DOOR CLOSERS ON RESTROOM OR KITCHEN SIDE ONLY. 6. LOCKNET SECURITY DOOR. COMPLETE DOOR, FRAME, AND HARDWARE PACKAGE 7. PROVIDE PUSH/ PULL PLATES. IF REQUIRED BY LOCAL CODE, STOREFRONT DOOR PANIC HARDWARE SHALL BE: DOR-O-MATIC 2092 RIM PANIC HARDWARE AND EXTERIOR PULLS WITH QUALITY #520 DOOR PULL. 8. MOUNT KICKPLATE ON PUSH SIDE ONLY. 9. MAXIMUM DOOR OPERATING PRESSURE: 5 LBS INTERIOR: 8 LBS EXTERIOR MEASURED AT 90 DEGREES TO THE DOOR AT THE STRIKE SIDE EDGE. 10. ADA COMPLIANT ACCESSIBILITY SIGNAGE WHERE REQUIRED (OR AS REQUIRED BY LOCAL JURISDICTION) - (1) MEN; (1) WOMEN 11. RESTROOM SIGN IF REQUIRED. VERIFY LOCAL REQUIREMENTS. 12. FRAMES SHALL BE PAINTED. 13. BOBRICK 1090 SERIES, WITH STAINLESS STL. 1 1/2" WALL POST, LATCH, KEEPER, COAT HOOK (DTL 20/ADA1.0) & MOUNTING BRACKETS. INSTALL PER MANUFACTURER'S SPECIFICATIONS & DETAILS. DOOR HANDLE AND LATCH SHALL BE MOUNTED AT 36" A.F.F. HINGES SHALL BE SELF -CLOSING, SEE NOTE 16. 14. PROVIDE SELF CLOSING HINGES AT THE ADA STALL DOORS ONLY. 15. PROVIDE BRUSH TYPE DOOR SWEEP AT ALL EXTERIOR DOOR LOCATIONS. DOOR SWEEP FINISH TO MATCH DOOR FINISH. 16. PROVIDE LATCH AND STRIKE PLATE HARDWARE BY DOOR MFR. TO BE COMPATIBLE WITH LOCKS 17. PROVIDE PULL HANDLE ON BOTH SIDES EVEN HEIGHT WITH DOOR LATCH. SEE DETAIL 16/ADA1.0, 18. " x T-0" M. DOOR W TH 2' .M. FRAME MAY BE USED. 19, PROVIDE ELIASON SCP4 STAINLESS STEEL SELF CLOSING DOORS WITH WINDOWS. GLAZING SHALL BE 43" MAX ABOVE FINISH FLOOR A" DOOR SCHEDULE NOTES 1 BUTTS LOCKS CLOSERS KICKPLATE THRESHOL DOOR STOP MISCELLANEOUS LU NO. DOOR SIZE W cr O T_ J DETAIL LOCATIONS DOOR NOTES O ❑ w a 1 2 3 4 1 2 3 4 5 6 7 1 2 3 1 2 3 4 1 2 3 1 2 3 1 2 3 4 5 6 _ Y a OO * LESS THAN DOOR w ❑ LU a k W w WIDTH Q = �, 1 o ¢O Z w O o oc co � x W J J U Z U 5 U Z ❑ O° } W O CD (0 L❑ ❑ O ? rr aQ p LU d 1 w O m C7 U a- p x x a¢11 Y= Y ❑ p r (sO `� � co 0 U Z CC CO W W O N 0 p Q c\1 co O = m LL W W O r U U CC Z❑ ¢ (n Z W a 0 c Y W ❑ w¢ > X o¢ _ ❑ 0 Q o- m �� a. a-- Z O p h- Cn m� �- cv z ❑ U CC ❑ J M W M o U rn m � a- z CJJ ui Z O❑ O O p U ❑ p r r Cn U' Z �_ cn � Z cn O > 06 °� ~ D O m = U z °' U w -¢� W Z co m Z x❑ o OC _ ~ w ° p o 0 O❑ ° ~ Z Q w U O ❑ W J ap F- i J m U U W Y .6 U Z Cn ❑ Cn r w ❑ � ❑ ❑ U U O Y O❑ U co W CO m J W W f— W m W Z U Z C!1 Z J H Q ° 2 O w W ❑ m J W J = J U O CC O ¢ U 2 W J r co W❑ Q CO O J a cow LLMZ L� Y W Cn O LO CD r_ 0 _] _ �'CO U U x co ❑ J ¢ W U Z Q Z CL ¢ m m Q N Q❑ W O 0 m co °C ❑ °U z w m m U g ° t Z"t Cn w W m_j 0 O 0 001 0 ° ¢ a� _ a- a w= z Y z `o E W t- co O cn Z U CL O 0 ❑ ❑ p Cn cn p 0 �� CL } m m J p U p ¢ W ¢ J co (n Ir W m CL ❑ ¢ CL Ir = F- J J J U Z m m J n- cn O 2 w Z_ a U W U W CC O z p 2 Cn J J p W w W ❑ ¢ CC O ❑ Q m O w Z Q r pZ ❑ Q Q Q Q O Q O J O ¢ U 2 p J _ O D D f-. � Z 0 0 w 2 7) J ❑ cn 02 r U 2 >- >- I.L CL LL m LL ❑ U ❑ w Y ¢ I— Li.. ❑ m m Cn w ❑ U ❑ 2 Cn PHASE[ 1 '-0" x 7-0" x 1-3/4" A AL AL X X X X X X X B/A6.1 - - 7, 9,15,16 PHASE 12 3'-0" x 7-0" x 1-3/4" A AL AL X X X X X X X B/A6.1 - - 7, 9,15,16 PHASE 13 R. 31-0" x 7-0" x 1-3/4" A AL AL X X X X X X X F/A6.1 - - 7, 8, 9 PHASE[ 4 3-0" x 7-0" x 1-3/4" A AL AL X X X X X X X B/A6.1 - - 7, 9,15,16 PHASE 15 4-6" x 6-8" x 1-3/4" F HM HM X X X X X X X X L/A6.1 - - 5, 6, 8, 9, 12 PHASE II 6 3'-0" x 6'-811 x 1-3/4" D WD HM X X X X X X X X - - 1, 5, 8, 9, 10, 11, 12 PHASE II 7 PR. 3-0" x 6'-8" x 1-3/4" E WD HM X X - - - 1,19 PHASE II 8 PR. 3-0" x 6'-8" x 1-3/4" E WD HM X X - - - 1,19 PHASE II 9< &-0" x 61-811 x 1-3/4" D WD HM X X X X X X X X - - 1, 5, 8, 9, 10, 11, 12 PHASE II 1 3'-0" x 6'-8" x 1-3/4" D WD HM X X X X X X X X - - 1, 5, 8, 9, 10, 11, 12 PHASE II 1 3-0" x 6'-8" x 1-3/4" D WD HM X X I I I I IX X X X - - 1, 8, 12, 17, 18 DOOR SCHEDULE 2 31_011 0 STOREFRONT SYSTEM ALUM. DOOR PULL PLATE 0 3'-011 PULL PLATE a o r r 0 STOREFRONT SYSTEM ALUM. DOOR 6-0'1 31-011 31-0" �i11: PAM PUSH PLATE OR HANDLE, WHERE SCHEDULED SIGN WHERE — REQUIRED 0 _1 M EQ. L EQ. EQ. TE EQ. FINISH FLOOR KICKPLATE 0 0 0 0 STOREFRONT WOOD DOOR DOORS HOLLOW METAL ICKPLATE SYSTEM (ELIASON) DOOR KITCHEN SIDE ALUM. DOORS 1 ONLY NOTE: ELEVATIONS DRAWN AS VIEWED FROM EXTERIOR OF BUILDING OR OUTSIDE ROOM. U Z o 0 o w CV b �DL 00 W c\j r-_ C/� Cn Cy) � LJJ UWU�� U0-) z(.5Y)= _ N� U N � U) Cn F� ui z C) D m . 0 �r Q ui w co Z w U J Ur Y` a • MANS''; L Q o Ld 4 t" R974 f 0 Z 1601 V iQ REVISION 1 11.02.2017 A A CONTRACT DATE: 08,13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL PHASE 1 DOOR/WINDOW ELEVATIONS & SCHEDULES DOOR TYPES 1/4" = T-0" I 3 I PLOT DATE: Jan 03, 2018-10:27am M�IIldkaullllll OUTSIDE OUTSIDE HANDLE REINFORCING CLEAR OPENING » PADLOCK VINYL GRIP CHANNEL 3 6 PROVISION COVER (TYPICAL) 1" FIBERGLASS EXTRUDED INSULATION RUBBER GASKET _ r HEAVY In 7 cti —------------ DUTY COVER LINER a III HINGE I u OLD OPEN ARM 0 O 3 O" it NE POINT PRESSURE J ONE POINT 0�77 LOCKING UNIT INTENSIFIER LOCKING UNIT ° f 4' 6" LENGTH OR LESS r INSIDE PADLOCK 0 A I �� ONE POINT LATCH FRAME PROVISION ARM LD VIINYL 0 N Z GREATER THAN II lil II TWO POINT LATCH 1" RIGID FIBER HATCH MATERIAL: HATCH FINISH NOTES:: INSULATION STRAPPED TO GALVANIZED STEEL (PRIME PAINTED) GALV - PRIME PAINTED (1) ALL MOUNTING HARDWARE TO BE SUPPLIED BY OTHERS. CURB COVER - 14 GA. GALV STEEL FRAME COVER - 14 GA. GALV STEEL (2) FOR OPERATING EFFICIENCY, HATCH HARDWARE VARIES BY SIZE. FRAME CURB - 14 GA. GALV STEEL COVER LINER - 22 GA. GALV STEEL _20'-11/2" _ _ T.O. PARAPET ROOF LADDER AND HATCH DUROLAST SINGLE -PLY ROOFING MEMBRANE OVER RIGID INSULATION SPLIT FACE 8" BLOCK STEEL BAR JOIST RE:STRUCT \ r HiHl IT, — WATERPROOFING: A. PAINT UNDERSIDE OF PARAPET CAP FLASHING WITH FACTORY BONDED PAINT GRIP OR PRIMER. B. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED. C. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECS. D. SEE SPECIFICATIONS FOR SEALANT SPECS. E. ALL SHEET MTL FLASHING SHALL BE 22 GA MIN, MISCELLANEOUS: A. ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER WILL NOT BE ALLOWED. B. EXHAUST FANS MIN. 10'-0" AWAY FROM ALL AIR INTAKE / SUPPLY. C. LOCATE WALK-IN CONDENSERS ON ROOF ONLY IF REQUIRED BY CODE. T.O. PARAPET O BERRIDGE S-DECK METAL ROOFING O GALVANIZED METAL COPING. PAINT IN FIELD.. SEE DETAIL H/A6.1. O WALK-IN ROOFING SUPPLIED BY OWNER AND INSTALLED BY G.C. ® METAL AWNING SUPPLIED BY G.C. ® ROOF HATCH: SEE C/A3.0 (LADDER B/A3.0) © ROOF DRAIN: SEE F/A3.0. 7 OVERFLOW DRAIN: SEE F/A3.0. ® DOWNSPOUT AND GUTTERS. PAINT INFIELD. SINGLE PLY ROOF MEMBRANE EQUAL TO DUROLAST PRODUCT APPROVAL FL1559.1 OVER R-25 MIN. CONTINUOUS RIGID INSULATION OVER 1/2" EXTERIOR GRADE PLYWOOD OVER TRUSSES. INSTALL PER MANUFACTURERS SPECIFICATIONS. 10 FOAM ROOF CRICKET. SEE DETAIL 16/A6.0. 11 PROVIDE 24x36 WALK MATS AROUND ALL EQUIPMENT. 12 ROOF TOP UNIT. SEE MECHANICAL. 13 EXHAUST FAN. SEE MECHANICAL. 14 MAKE-UP AIR UNIT. SEE MECHANICAL. 15 WALK-IN CONDENSING UNITS INSTALLED ON ALUMASTAND BY PRECISION METAL PRODUCTS. GENERAL CONTRACTOR TO SUPPLY STAND. FIELD VERIFY LENGTH REQUIRED. INSTALL DIRECTLY OVER JOISTS. 1 g RESTROOM EXHAUST FAN. 17 CMU DIMENSION OF HIGH PARAPET. SEE BUILDING ELEVATIONS, T.O, PARAPET 20'-1 1 /2" T.O. PARAPET W,El NOTE: G.C. TO PROVIDE BLOCKING AND INSTALL THE LADDER. 1/8" MOLDED POLYURETHANE SAFETY CAPS 2-1/2" ALUMINUM CHANNEL SIDERAIL ,— (6005-T5) `— 17-7/8" -� PLAN 4-1/2' T 8-1/2' 1/4y� 3' 09/16" BRACKET DETAIL V H O O Z W Lo Oa w uc\j C/) ror'- w co z w Ir LoU NI—Q�U M"ID~ Ow v � xm=�. _ C\jN � U cr 6 �, Q 1 U) z U) D m la 0 cm W CIO W J r m -" OF r d ✓' LEE B. Y ' — o '? _ •. r,1, 74/0 ®• u; cp W J 16018 A 0 A 0 A CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL PHASE 1 ROOF PLAN 3mO ROOF PLAN 1/2"=1'-0" ROOF PLAN NOTES � E KEYNOTES ROOF LADDER N.T.S. I B I PLOT DATE: Jan 03, 2018-10:27am i19,111 I��If ���m�' �VII�1FIRI��'I�N�IFI�N1NICI►N�I�I��IRIIn���itug9'�I�I�N�II� 1�t11111�111 E_22" L.'-11/2______ T.O. PARAPET E_20" L. '-1 1/2_ _ _ _ _ T.O. PARAPET _ E_L.4'-0" T.O. WAINSCOT E—L. 22'-1 1 /2" _ T.O. PARAPET --._._._._._._._._._._...._._._ E—L. 16'-0" _ T.O. PARAPET EL. 4-0" T.Q. WAINSCOT _ 22 10 0 A5.0 / / `= 10 MISCELLANEOUS A. SEE SHT A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS 1 SEALERS (REFER TO SPECS): A. SEALANT AT ALL WALL AND ROOF PENETRATIONS. B. SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. DO NOT SEAL SILL @ WINDOWS. C. APPLY NEOPRENE GASKET (CONT.) BETWEEN BUILDING & CANOPY. "CRITICAL" DIMENSIONS: A. REQUIRED CLEAR OPENING WIDTH TO ENSURE COORDINATION WITH STANDARD SIGNAGE/ BUILDING ELEMENTS DIMENSIONS. NOTE: NO EXTERIOR SIGNS ARE WITHIN THE SCOPE OF WORK COVERED BY THE BUILDING PERMIT APPLICATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF ALL EXTERIOR SIGNS AND INSTALLATION OF REQUIRED BLOCKING AND ELECTRICAL CONNECTIONS FOR FINAL APPROVED SIGNS. KEY NOTES 22 10 VA a 22 LOGO SIGN m17::1 IP 24 1O FUTURE BUILDING SIGN, BY VENDOR.Q O WALK UP WINDOW. SEE SHEET A1.0. O DASHED LINE INDICATES ROOF BEYOND. Q ® STOREFRONT, TYPICAL. SEE SHEETS A1.0 AND Al.i. Q SWITCH GEAR. PAINT TO MATCH WALL. © BERRIDGE S-DECK METAL ROOFING, BLACK. 0 O GOOSENECK LAMP SEE ELECTRICAL PLANS Q 8 LOCATION OF EXTERIOR GRADE INSTANTANEOUS WATER HEATERS TO BE INSTALLED IN PHASE II. Q SECURITY DOOR SEE SHEET Al. 1. 10 GALV. METAL PARAPET COPING. PAINT IN FIELD. 11 NOT USED. 1 12 GAS SERVICE, 13 WALL SHALL BE FINISHED PRIOR TO INSTALLATION OF SWITCHGEAR. 14 MASONRY CONTROL JOINT. 15 WALL PACK LIGHT FIXTUR . SEE ELECTRICAL PLANS. 16 STOREFRONT DOOR. REFER TO DOOR SCHEDULE, SEE SHEET Al. 1. FO COOLER/FREEZER COMBO PROVIDED BY OWNER AND INSTALLED B Al K LOCATION. SEE SHEET A1.0 AND PLUMBING PLANS. CED CMU. PROVIDE PRICING AND COLOR OPTIONS FOR INTEGRALBLOCK, SEALED, AND FOR TYPICAL SPLIT -FACE CMU PAINTED WITH ERIC PAINT, OWNER SELECTED COLOR. PRICING FOR NATURAL COLORED CULTURED STONE OVER SMOOTH MU. 22 20 ...... ...... ...... _. EL. 20'-11/2" T.O. PARAPET _ EL. 16-0" _ T.O. PARAPET RIGHT SIDE ELEVATION 1/4"=1'-o" A E_L.6'-0" _ T.O. WAINSCOT KEY NOTES 21 STO POWERWALL STUCCO OVER PLYWOOD OVER 2x4 STUD FURRING AT 16" O.C., OVER 8" SMOOTH FACED CMU. 22 STUCCO OVER EIFS CORNICE. 23 STO POWERWALL STUCCO OVER 6" WIDE FOAM BUILDOUT. (FINISH DIMENSION). 24 STO POWERWALL STUCCO OVER 8" SMOOTH FACED CMU. 25 .BLACK FACED BERMETAL �OVER�ALUMI�NUM RIDGE ROOFINGAWNINRAME SUPPLIED I G.C. 26 TOWER BEYOND. 27 PROPOSED "YOU ARE HERE" ARTWORK. DESIGN NOT YET FINALIZED. IROOF DRAIN OVERFLOW. PROVIDE BRASS LAMBS TONGUE FIXTURE. INSTALLAT 13'-0". ABUT STONE TO WALK-IN UNIT. GUTTERS AND DOWNSPOUT. PAINT IN FIELD. KEY NOTES ❑0 (i z z I:t 0) c� o CD 2: W _�y A ~ DLo �� LLJ PhiU1"c�Z c/) cn(joI'`w co VwU) W�Y DF- F— W C� Vzo00= N'S U N Q U) LU U) D m �Q a 1Q REVISION 1 11.13.2017 0 A A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 08.13.2017 ONE-OFF Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL PHASE 1 EXTERIOR ELEVATIONS A4.0 PLOT DATE: Jan 03, 2018-10:26am IRI _EL._24'-0" T.O. CMU T c V Fo T EL._6'-0" _ _ _ T.O. WAINSCOT ►N EAST ELEVATION 1/4"=1'-0" f� z c� co 2: �w A~ � oLo 0 W �GU�c)Z .�) c/) (D I'- w co _j rco u-i I— UZU('')= NIr am' U N < U) Cn z m r�4 a 0 m Q w Z W U J 16018 1Q REVISION 1 11.13.2017 A A CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL PHASE 1 EXTERIOR ELEVATIONS SOUTH ELEVATION 1/4" = "-0" 4ml PLOT DATE: Jan 03, 2018-10:26am C PREFINISHED METAL COPING ._._._._._._._._._._._._ T.O. CMU- SPLIT FACE 8" BLOCK EL. 7'-4" T.O DOOR HOLLOW METAL DOOR AND FRAME EL. o'-0" T.0 SLAB m EL. 20'-1 1/2" T.O. PLATE EL. 16-1 1 /2" T.O. PLATE PREFINISHED METAL COPING SPLIT FACE 8" BLOCK STONE VENEER BUILDING SECTION 1/4"="-0" EL. 22'-1 1 /2" T.O. PLATE PREFINISHED METAL COPING SPLIT FACE 8" BLOCK AWNING ALUMINUM WINDOW STONE VENEER U Z ONO o z N rr OR co w Ur�,co z .� �cncocw a2 UwU)a�J W O d- i-- v cow _co 1. N� U N Q co co ui z co D m 0 Q w I z W J t; E : ® a • b p) AR07470 �[[� Y Q m W Uj 16018 o 0 0 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL BUILDING SECTIONS BUILDING SECTION 1/4"=1'-o" smo PLOT DATE: Jan 03, 2018-10:28am A A6.1 ----------- I 1 I EL. 24'-0" I O T._._. CM._.U —.—.—.------ . 8" BATT. INSULATION I i I I I I 1 I GYP. BD. ON BOTTOM OF TRUSSES �1 -1'RIGID INSULATION GYP. BD. SHEATHING ON 1 2" WOOD FURRING EL._12'-8 3/8" _ B.O. CMU AT HEAD '_._._._._... F B A6.1 CA / \I T.01CMU@SILL---1--- — i I k> I I I I I EL 9'-4 3/8" B.O. CMU AT HEAD I I I I I � ALUMINUM WINDOW C A6.1 STONE VENEER / \ I 1 I I t EL.4'-4" T.O._STONE WAINSCOT T I I I I I I I I I I EL. 2-8" I _ _ T.O. CMU @SILL T7 F1 I I I I I -(k EL. " 0'-0 T.O_SLAB I a 11, 1 a CONCRETE FOOTING - RE: STRUCTURAL ------------ I a I i VAPOR BARRIER GRANULAR FILL 1" PERIMETER INSULATION LIGHT GAUGE METAL STANDING SEAM TRUSSES METAL ROOF ON EXTERIOR RE: STRUCTURAL PLYWOOD SHEATHING D A6.1 PREFINISHED METAL y------- --- �� GUTTER \ 1 E,I.F.S. I I I SPLIT FACED 8" BLOCK I I I I I ' I PARAPET BEYOND f I ILl I I/ TERMINATION BAR DUROLAST SINGLE -PLY ROOFING MEMBRANE OVER RIGID INSULATION BOARD, EXTERIOR GRADE PLYWOOD ROOF SHEATHING STEEL BAR JOIST RE: STRUCT ACOUSTICAL LAY -IN CEILING BOND BEAM RE: STRUCTURAL `GYP. BD. ON 1x WD. FURRING \—BOND BEAM RE: STRUCTURAL ALUMINUM STOREFRONT AND TRANSOM CONCRETE FLOOR RE: FINISH SCHEDULE EL. 22'-4" T._ _ O, PARAPET } EL. _0'-0" T.O SLAB 11 RUN ROOFING MEBRANE PARAPET BEYOND UP AND UNDER PARAPET CAP PREFINISHED METAL COPING ON 2x WOOD BLOCKING E.I.F.S. H A6.1 DUROLAST SINGLE -PLY SPLIT FACED 8" BLOCK ROOFING MEMBRANE / I 1 OVER RIGID INSULATION I I TERMINATION BAR BOARD. I n - I � I EXTERIOR GRADE I I I I PLYWOOD ROOF I I DUROLASRUN SINGLE -PLY ROOFING MEBRANE PREFINISHED METAL SHEATHING i I ROOFING MEMBRANE ROOFING UP AND UNDER PARAPET COPING ON 2x WOOD I I OVER RIGID INSULATION CAP BLOCKING BOARD. H E.I. F.S. STEEL BAR JOIST J `— �� EXTERIOR GRADE A6.1 RE: STRUCT A6.1 — -- -- PLYWOOD ROOF SPLIT FACED 8" BLOCK — — — SHEATHING STEEL BAR JOIST 161-4" _ ...... T,O° PARAPETiiL I I I RE: STRUCT I \ / I I . r DUROLAST SINGLE -PLY ROOFING MEMBRANE — — — — OVER RIGID INSULATION BOARD. EXTERIOR GRADE ACOUSTICAL LAY -IN CEILING PLYWOOD ROOF SHEATHING STEEL BAR JOIST RE: STRUCT 1 z' RIGID INSULATION ACOUSTICAL LAY -IN CEILING 1 2' RIGID INSULATION ACOUSTICAL LAY -IN ALUMINUM BOND BEAM CEILING WINDOW ,' ' RE: STRUCTURAL GYP. BD. SHEATHING ON Nz BOND BEAM GYP. BD. SHEATHING ON 1 2' WOOD FURRING RE: STRUCTURAL 1 2' WOOD FURRING GYP. BD. ON 1x WDFURRING . BOND BEAM RE: STRUCTURAL CONCRETE FLOOR RE: FINISH SCHEDULE VAPOR BARRIER GRANULAR FILL 1" PERIMETER INSULATION K A6.1 EL 1 ..... I Ai T.O. STONE WAINSCOT 1 Li STONE VENEER I I I I I I I r CONCRETE FLOOR RE: FINISH SCHEDULE I I I I I I EL._U-0" T.O SLAB o I I s � I VAPOR BARRIER ° CONCRETE FOOTING ° ° RE: STRUCTURAL GRANULAR FILL j I I I � I 1" PERIMETER INSULATION 9 U rn o Z W 0 A ~ cv tton vJ w L0 �00C\J U) (D ��W c/) U LU I � vD�—a"c�w W�Yd)f- N U N U) � c/) LLJ Z U) m • • a 0 ti Lu z Lu U J Fy �Cam+' VJ�CJ .�� CD � LE F B. 7- z ® n ° a rU'In:�lsE t Q k LU R9741 0 Z W LU 16018 0 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL WALL SECTIONS WALL SECTION @ TOWER 1/2"=V-0" A WALL SECTION @ ROOF TRANSITION 1/2"=1'-o" 1 B I WALL SECTION @ LOW ROOF 1/2"=1'-0" 501 C PLOT DATE: Jan 03, 2018-10:29am _ _ �U '!r r 1' '. 1 I 1 ■ 111 I r IF - r 1 1_I I I III II I. IAIIL _11. 1 .III II I 17. 1 L 1 I• 1 II 1 II 1 Ill I i6 II I RI I11 III III II II I I IIII 111 l 11 WI I1 II I IaII II III 11 A IIIA 1Ir IIIII II I II I 1 1 11 IIIIIII I III NI II IV i. L I # I I I (# will I 1 L. 1 ,II I I_ L. I I I Y I I L I I I I AI 1 �IAI 11�1I111111SIQ kklll I H I l l k II A S7 IA1i A 0 R ! II I WI1 NM I I Ik NI III 11 111�11� QANIII� NNP All 11 1 I IIIIA I III IlaF1 N k I III I I I I IR I I F I I14111 I I �! n IA I IIIIIII NAI��A�_ ���IknllWI�_'I<, 1- I I l l I f R l I I # t -_ ! I I I I I I I I f q � M11RR�'IAII I H 0 Z CD rr U) O oLO w U�cf) �z w H� co d) ~ Q LLJ _ UzUcy)= STANDING SEAM N U ROOF OF TOWER C-) N Q BEYOND � � U) U) LLJ H PREFINISHED METAL A6.1 COPING ON 2x WOOD c/ BLOCKING RUN ROOFING MEBRANEUP m CAP AND UNDER PARAPET E.I.F.S. SIM. RUN ROOFING MEBRANE - r'� FUP AND UNDER PARAPET DUROLAST SINGLE -PLY /� \ a CAP PREFINISHED METAL COPING ON 2x WOOD BLOCKING - - - - - - _22'-411 T.O. PARAPET � E.I.F.S. I I I 1 I SPLIT FACED 8" BLOCK BOND BEAM RE:STRUCT HOLLOW M DOOR AND EL._0'-0" T.0 SLAB DUROLAST SINGLE -PLY ROOFING MEMBRANE OVER RIGID INSULATION BOARD. EXTERIOR GRADE PLYWOOD ROOF SHEATHING -STEEL. BAR JOIST RE:STRUCT "' RIGID INSULATION GYP. BD. SHEATHING ON 3 2"' WOOD FURRING ACOUSTICAL LAY -IN CEILING CONCRETE FLOOR RE: FINISH SCHEDULE VAPOR BARRIER GRANULAR FILL 1" PERIMETER INSULA ROOFING MEMBRANE I EL. 22-4" OVER RIGID INSULATION -------------...... ...... - - BOARD. I I T.O. PARAPET r I I EXTERIOR GRADE I I PARAPET BEYOND PLYWOOD ROOF i I SHEATHING s i/ - --- --� TERMINATION BAR RUN ROOFING MEBRANE * _ STEEL BAR JOIST SIM UP AND UNDER PARAPET F RE:STRUCT _'� CAP SPLIT FACED 8" BLOCK H A6.1 DUROLAST SINGLE -PLY ------- ----- ------ --- --- -- ------------- - - ROOFING MEMBRANE PREFINISHED METAL OVER RIGID INSULATION COPING ON 2x WOOD BOARD. BLOCKING - - - - - - --\ i' EXTERIOR GRADE / \ PLYWOOD ROOF _22'-411 _ _ _ _ _ _ 1 _ _ _ I T.O. PARAPET SHEATHING ` E.I.F.S. BOND BEAM RE: STRUCT 1 I STEEL BAR JOIST \v / RE:STRUCT M U• \ r I I ACOUSTICAL LAY -IN I CEILING I I 1 "RIGID INSULATION GYP. BD. SHEATHING ON j 1 g1 WOOD FURRING- I I \ ALUMINI WINDOVf CONCRETE FLOOR RE: FINISH SCHEDULE EL._0'-0" T.0 SLAB ® 4 4 ° VAPOR BARRIER a °d GRANULAR FILL 1" PERIMETER INSULATION --— — — — — — — AWNING \ I I I I t I I I I I I 1 -----------�i /� ALUMINUM / WINDOW ...... _ _ _ _ _ _ ...EL._4'.— T,O. STONE WAINSCOT STONE VENEER SPLIT FACED 8" BLOCK TERMINATION BAR FLASHING COOLER/ FREEZER � I ACOUSTICAL LAY -IN CEILING I = I 1" RIGID INSULATION GYP. BD. SHEATHING ON 3 2° WOOD FURRING CONCRETE FLOOR RE: FINISH SCHEDULE EL._0'-0" T.0 SLAB d ° s VAPOR BARRIER GRANULAR FILL 1" PERIMETER INSULATION T.0 SLAB 41 VAPOR BARRIER GRANULAR FILL 1" PERIMETER INSULATION PARAPET BEYOND PREFINISHED METAL COPING ON 2x WOOD BLOCKING E.I.F.S. w Z w Or F , . fl4 1cj :° LB, 7 • °®° M,,;;E Z 4� �14r0 ® Y h ° CA AWNING m w J ALUMINUM STOREFRONT 16018 AND TRANSOM 0 0 0 0 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF ALUMINUM PLAN VERSION: PICK-UP WINDOW SITE NUMBER: STORE NUMBER: STONE VENEER Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL WALL SECTIONS WALL SECTION @ SECURITY DOOR 1/2"=11-a' 1A WALL SECTION DINING HIGH PARAPET 1/2"=1'-0" 1 B I WALL SECION @ COOLER DOOR 1/2"=11-o" 1C I WALL SECTION 0 PATIO DOOR 1/2"=1'-o11 I D I Sm2 PLOT DATE: Jan 03, 2018-10:30am STANDING SEAM LIGHT GAUGE METAL METAL ROOF ON EXTERIOR TRUSSES PLYWOOD SHEATHING REST PREFINISHED METAL GUTTER, EL. 24 - T.O. CM PLYWOOD SHEATHING 2x TREATED WD. co E.I.F.S. n n ° BOND BEAM 1 R E : STRUCT. SPLIT FACED 8" BLOCK FLASHING BOND BEAM RE: STRUCT. SHIM AS REQUIRED SEALANT EA. SIDE EL. 9'-4 3/8" B.O. CMU AT HEAD ALUMINUM WINDOW 8" BATT . INSULATION GYP. BD. ON BOTTOM OF TRUSSES GYP. BD. on 1 2" FURRING 1 2" RIGID INSUL. DETAIL AT ROOF SOFFIT 11/2"=1'-o" -ALUMINUM WINDOW SEALANT EA. SIDE SHIM AS REQ'D GYP. BD. on 1 2" FURRING 1 2" RIGID INSUL. DETAIL AT ALUM. WINDOW HEAD 1 1m, v-0" B I EL. 4'-4"' T.O. STONE WAIN COT STONE VENEER BEYOND ALUMINUM WINDOW Lik EL. 2'-8" T.O. CMU @ SILL FLASHING ANGLE STONE VENEER EL. 0'-0" T.0 SLAB VAPOR BARRIER GRANULAR FILL 1" PERIMETER INSULATION CONCRETE FOOTING-----, RE: STRUCTURAL a a a CI HIM AS REQUIRED EALANT EA. SIDE —BOND BEAM RE: STRUCT. —SOLID SURFACE SILL —GYP. BD. on 1 2" FURRING —11" RIGID INSUL. —VINYL BASE a a a DETAIL AT WINDOW SILL AND WALL FOOTING 1 1/2,,=1'-0" C LIGHT GAUGE METAL TRUSSES RE: STRUCT. STANDING SEAM METAL ROOF ON EXTERIOR PLYWOOD SHEATHING PREFINISHED METAL GUTTER 1 I� — — E L. 24'-0" T.O. CMU a 8" BATT. INSULATION G a .:a GYP. BD. ON BOTTOM ° OF TRUSSES BOND BEAM GYP. BD. on 1 2" RE: STRUCT. FURRING ° ° 1i� SPLIT FACED 8" BLOCK 1 z RIGID INSUL. DETAIL AT ROOF SOFFIT 1 1/2" PBOARD. UROLAST SINGLE -PLY OOFING MEMBRANE GYP. BD. on 1 1" VER RIGID INSULATION 2 FURRING ° 1 illRIGID INSUL. 1-011 TRUSS BEARING° ° • METAL ROOF DECK ° RE: STRUCT. BOND BEAM RE: STRUCT. STEEL BAR JOIST ° RE: STRUCT DETAIL AT ROOF 1 1/2"=1'-0" GYP. BD. on 1 2" FURRING 1 2" RIGID INSUL.. BOND BEAM RE: STRUCT. PRECAST LINTEL RE: STRUCT. ALUMINUM WINDOW ALUMINUM WINDOW TRANSOM GYP. BD. FURRING SHIM AS REQUIRED SEALANT EA. SIDE EL. 9'-4 3/8" . OF CMU @ HEAD DETAIL AT STOREFRONT HEAD 1 1/2,,=1'-o,, ALUMINUM DOOR T, DETAIL AT STOREFRONT TRANSOM 1 1/2"=1'-a' G I PREFINISHI PARAPET C ON TREATE BLOCKING BOND BEAI RE: STRUC" DUROLAST SINGLE -PLY ROOFING MEMBRANE OVER RIGID INSULATION BOARD. METAL ROOF DECK RE: STRUCT. STEEL BAR JOIST RE: STRUCT BOND BEAM RE: STRUCT. BOND BEAM RE: STRUCT. GYP. BD, on 1 2 FURRING 1 2" RIGID INSUL. VINYL BASE CONCRETE FLOOR RE: FINISH SCHEDULE E.I.F.S. DETAIL AT PARAPET 1 1/2"=v-0° H I GYP. BD. FURRING RIGID INSUL. DETAIL AT ROOF 11/2,, 1'-0" J 1 4 a BOND BEAN RE: STRUCT HOLLOW METAL FRAME AND DOOR ACOUSTICAL CEILING 1 2" RIGID INSUL GYP. BD. on 3 2" FURRING EALANT EA. SIDE HIM AS REQUIRED DETAIL HEAD AT HOLLOW METAL DOOR 11/2,, 1'-a' I L I ACOUSTICAL CEILING ----� GYP. BD. on 1 2" FURRING 1 2" RIGID INSUL-. BOND BEAM RE: STRUCT. ANGLE STONE ALUMINUM VENEER WINDOW zn VAPOR BARRIER GRANULAR FILL _a a 1" PERIMETER INSUL. a a CONCRETE FOOTING RE: STRUCTURAL WALL DETAIL & WAINSCOT 1 1/2,,=1'-o,, K ° AWNING SEALANT EA. SIDE SHIM AS REQUIRED DETAIL AT PARAPET/ WINDOW HEAD 1 1/2"=1'-0" 1 M TERMINATION BAR PREFINISHED MTL. ° FLASHING ° SEALED TO COOLER COOLER/ FREEZER PAN ELS — ACOUSTICAL CEILING 1 2" RIGID INSUL. GYP. BD. on 3 2" FURRING BOND BEAM RE: STRUCT. PRECAST LINTEL RE: STRUCT. DETAIL @ EXTERIOR COOLER 1 1/2°=1'-o,, N Z � o Z o w N Lo LL) O o � �U��z �U3 v'�00 U) Uwvm—i ►-- ti 0.0m ==F-- Uzc.�``r'= ccc cn v� w z cn w 0 m Q W Z w J <Lj ® IViAN ->;E a r a AR974 a .° � ui w J 16018 a a a a a a a A a a CONTRACT DATE: 08,13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL CONSTUCTION DETAILS6 { ■ PLOT DATE, Jan 03, 2018 - 10:31 am Y C. D. E. GYPSUM BOARD CEILING: A. NO CEILINGS INSTALLED IN PHASE I. B. ELECTRICAL: A. SEE ELECT. DWGS. FOR PHASE I LIGHTING. 1 /4" = 1'-011 3E II DOOR. SEE 0 ROOF HATCH AND LADDER. SEE 7/A6.0. CMU LINTEL AT 8'-8". SEE STRUCTURAL. Q 4" ROOF DRAIN PIPING TO UNDERGROUND STORM PIPING. REFER TO CIVIL PLANS WALK-IN COOLER/ FREEZER CEILING BY MANUFACTURER NO CEILINGS TO BE INSTALLED IN PHASE I. 10 ELECTRICAL SWITCH GEAR LOCATION 0 11 ELECTICAL PANEL LOCATION 12 SEE SHEET A1.1 FOR DOOR�WIDOW HEIGHTS. EXTERIOR GOOSENECK LIGHTING—FO BE -SUPPLIED AND INSTALLED BY GENERAL 13 CONTRACTOR FOR PHASE 1. PROVIDE ANP LIGHTING A810-41-E6-41, OR OTHER APPROVED EQUAL. .t U � n TT� VJ O V1 rr N Lo LL^^11 C\J i Ur,,cy) C/)�Pw c/) z U) U�U"'U W U :D t i-- LLj c) N� U Q 'Zi- N cn ui C75 D m •1 e 1� REVISION 1 11.13.2017 2� REVISION 2 11.16.2017 A A A A CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL REFLECTED CEILING PLAN 7ml REFLECTED CEILING PLAN NOTES D] KEY NOTES B PLOT DATE: Jan 03, 2018-10:26am H �- �!�h O MIRROR MTD @ 40" A.F.F. `./ C'7 MAX TO BOTTOM OF O REFLECTING SURFACE Z w LAV. V ' VERTICAL S.S. GRAB INSULATE HOT WATER & DRAIN I~y BAR PIPES DRYER r� W NOTES: 48" S.S. GRAB BAR PAPER TOWEL DISPENSER V1 LO 1. TOP OF GRIPPING SURFACE T.S. COVER DISPENSER SHALL PULL STATION a O N � BE MOUNTED 1 1/2 MIN. MIN. / 17" MAX. (� I,,- z 33 TO 36 MAX TO THE TOP OF (MIN.) 17� \14" ROJECTION FROM 1` 0" MAX > 0-25" M 39" to 41" BELOW GRAB RAIL (n Cfl W TOTAL SEATS ACCESSIBLE SEATS THE BAR. SEE NOTES BELOW ALL URINAL w L (� 2. 12" MINIMUM CLEAR 6" TO 12" MAX — (, W J 1 - 20 1 ABOVE GRAB BAR w 36" S.S. GRAB BAR 2'-0" - r ¢ o o [�! Q U 21 -40 2 z - 00 z Q w Q w II•��I1 D F- ' LL1 2 33" (EXCEPT @ o = LU o a s � a a h+y M_ I- 41 - 60 3 rco TANK TOILETS, z_ p � z T'- V Z U _ WHICH SHALL BE cn U 2� 0 Ow 2 j— N U 61 - 80 4 36") o °' r' rn w -}- 7" y- 81 - 100 5 T 't T = Q T - �+ N 1 "-19" 101 - 120 6 19" TO 48" A.F.F. FOR OPERABLE \_611 MAX. DEPTH x 30"MIN. WIDTH TOE W OPENING W/O OBSTRUCTION 121 - 140 7 FROM GRAB BAR CLEARANCE SWITCHES Z 8" MIN. DEPTH x 30" MIN. THERMOSTAT co 07 CONTROLS MOUNTED ON WIDTH KNEE SPACE o D CID WIDE SIDE OF TOILET AREA FIRE ALARM NUMBER OF ACCESSIBLE SEATS 10" MAX. 30" 30" 24" MAX. }Q a MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED N.T.S.LO 1 co 75 r l 5-0" MIN. (CLEAR SPACE) i 3'-0" MIN. 6" MAX. 28"-34" A.F.F. EXAMPLE: DRINK MACHINE, ETC. PROTRUDING OBJECT FREESTANDING OBJECT m MOUNTED ON POSTS OR .- w z \ PYLON MAY OVERHANG 12" z b MAX FROM 27" TO 80" 17" MIN. TO = Q N ABOVE FINISH FLOOR 12 18" MAX o o o 10" MAX > 10-24" MAX 4„ Q _j w z z w cn z U U 00 _ OBJECT PROJECTION FROM T CLEAR z '0J WALL BETWEEN 27" TO 80" FLOOR g Q = m 30" MIN z c TOILET PAPER v Q F F ABOVE FINISH FLOOR SHALL SPACE o / PROTRUDE NO MORE THAN !A--� 36 MIN. CLR. z VERTICAL GRABELEVATION 4 00 BAR. SEE DTL 14�/�"'��' O zoo / ACCESSIBLE ROUTE - LEE B. 7LO0Ivil NSKE OBJECT PROJECTION — Y FROM WALL LESS THAN Aft9747000 27" ABOVE FINISH FLOOR 13 1/2" 48" MIN. �� •. CONDIMENTS MAY PROTRUDE ANY MAX °• ; \ 2 µ AMOUNT N - w ui FLOOR SHALL BE SLIP -RESISTANT SURFACE AND LEVEL WITH MAX 1/4" CHANGE IN LEVEL SEATING AND TABLES N.T.S. 18 REACH RANGES N.T.S. 14 INT. ACCESS. ROUTE CLEARANCES 1/2" = 1'-0" 10 ACCESSIBLE URINAL 3/4" =1'-0" 6 STANDARD TOILET LAYOUT N.T.S. 2 16018 o 811 811 MAX. MAX. Q SIGN POST OBSTRUCTION z m Q GRAB BAR SHALL BE 1-1/4" TO 2" MAX., OUTSIDE DIA.-TYPICAL Z � 0 u IJ 1 12 0 -� O =.n w '- Q � w 12" MAX MIN. r Z CLEAR FLOOR W m o� CLR. � SPACE o Q U O w 17" MIN. 0 2i � z 2- 1/4"x3' EXPANSION ANCHORS AT co v " MASONRY OR CONC. WALL 2- #10x2 0 Uj F- _ m SCREWS AT WOOD OR STEEL STUD J F O O `� WALL-TYP. CONTRACT DATE: 08.13.2017 O 48" MIN. BUILDING TYPE: ONE-OFF 0 ~ 1/811x2" BENT PLATE WELDED TO RAIL Z _z PLAN VERSION: ACCESSIBLE ROUTE WALK AND1/8"x3" DIAMETER MOUNTING PLATE @ 4'-0" r SITE NUMBER: 2"x6" BLOCKING AT WOOD STUD WALLS STORE NUMBER: (OMIT BLOCKING AT MASONRY OR CONC. WALL) - TYPICAL ACCESSIBLE RESTROOM DOORS N.T.S. 15 PROTRUDING HAZARDS 1/2" = T-o" 11 GRAB BAR 3" - V-0" 7 ACCESSIBLE LAVATORY 3/4"=T-o" $ Restaurant Shell 19" 30" MOUNT COAT HOOK ON CLEAR 1. INDICATED DIMENSIONS, HEIGHTS, DEPTHS, AREAS AND OTHER GRAPHIC INSIDE OF TOILET STALL REINFORCED S.S. w INFORMATION ARE PROVIDED AS MINIMUMS THAT MUST BE MAINTAINED. THESE Zephyr Plaza DOOR LATCH WITH THROUGH r MINIMUMS ARE BASED UPON YUM STANDARDS AND MAY EXCEED ADA ZEPHYRHILLS, FL BOLTED KEEPER. ADA 0 REQUIREMENTS. COMPLIANT o LU w � m THE DETAILS SHOWN ARE CONCEPTUAL ONLY AND INTENDED TO SHOW m I U CO v ABSOLUTE MINIMUMS AND SHALL BE COORDINATED WITH THE OTHER CONSTRUCTION DOCUMENTS ASSOCIATED WITH THIS PROJECT. ¢ S.S. PULL (BOTH SIDES) 2. 60" TURNING SPACE ON ALL ACCESSIBLE LL ACCESSIBLE ROUTE - PERMITTED OVERLAP LIMITED TO 1 ARM OF T-SHAPED SPACE TOILET STALLS, MOUNT N 48" - CAN OVERLAP FIXTURE & DOOR CLEARANCE PULLS BELOW LATCH Q 19" 30" CLEAR - DOOR CAN SWING INTO TURNING SPACE A MAXIMUM OF 12" AND KEEPER. a CLEAR BOBRICK OR CHRISTY Q r 2 2 — 3. RESTROOM, IN GENERAL, DOOR SWING MUST BE OUTSIDE OF THE FXTR CLEAR COMMERCIAL HARDWARE & SUPPLY - 1 FLOOR SPACE HOWEVER A DOOR CAN SWING INTO FIXTURE CLEAR FLOOR SPACE IF WHEELCHAIR SPACE 30"X48" IS PROVIDED BEYOND THE DOOR SWING. ` WAREHOUSE #039-6529 OR SIMILAR NOTE: DOOR HOOKS SHALL BE PLACED IN Z 011 I o w w 4. TOILET ROOM MUST ALLOW FOR SIDE TRANSFER - 42" BETWEEN FIXTURES ACCESSIBILITY ADA COMPLIANT HOOK. ACCESSIBLE STALLS BETWEEN 40" MIN TO 2 U REQUIREMENTS CHRISTYHARDWARE.COM 48" MAX ABOVE FINISH � Q 877-544-5400 FLOOR - NOTE: NOTE: SEE DOOR SCHEDULE. AND DOOR SCHEDULE NOTES 1. MAINTAIN 44" MIN. CLEAR AISLE EGRESS PATHS TO EXIT DOORS. 2. INTERNATIONAL SYMBOL OF ACCESSIBILITY REQUIRED ON TOP EDGE OR FRONT OF ALL NOTE: SEE DOOR SCHEDULE. AND DOOR SCHEDULE NOTES ACCESSIBLE TABLES. 20 PLOT DATE: Jan 03, 2018 - 10:35am CHANGES IN LEVEL N.T.S. 12 DINING ROOM SEATING CLEARANCES N.T.S. LN $ GENERAL NOTES 4 PARTITION DOOR LATCH @ PULL 16 COAT HOOK N.T.S. ik i lil d� ,.1.,.. , _ .. .lY: .,_. . I. i_._ :. ..... _ .__ .��Jtl� .. .13�1.{� JLV.JUL ._ � .: �.. l� � - , _.�.� I�I�i� �.�� ��IIIIIi1��1,16Yui+�Ildl�u94�III�INVIdY11dJIlWIWdl811�9�'ILIII�IIIWV�I.dIIiIIUd�ViYuwll►tdl�Lll�_����I._ _.IY�LL�.� I ILIA YI�d�WIIJV�W d�G�NktdllYtlJ��li�„ll<,1�� _,.:..��,.V•.,�I.tLWiVuIl.rl�...��J.11 J ,Ld � � uY, 1..Ih 161J l �i .11, : ._,,I:IL .11�..1ilWllli�.�l�..�a.l. i.� 11....IL.:_ l .. LJ1 ���.1,111.t11�1� �L---lc�. _J �II:�L��a. .�. I >II flUIl11YLL !� �Y �U� I D_��11Wlll� ��W.W1h�14�u411ifIIWuIW6LilLuLWl�u1���..L _..1. _ _.; L.....W.,�IILI�.dIILI •-=--�-- WJI�ill..,L.i�,�y.�--. - S- 111W1�I�1�,laE!,J11:� MECHANICAL GENERAL NOTES: 1. COORDINATE LOCATIONS WHERE NEW DUCTWORK CROSSES EXISTING CONDUITS, ETC. PROVIDE OFFSETS AS REQUIRED. 2. INSTALL FIRE DAMPERS AS REQUIRED WHENEVER NEW OR EXISTING DUCTWORK PASSES THROUGH FIRE REATED WALLS OR FLOORS. RETURN AIR OPENING IN FIRE RATED WALLS SHALL BE EQUIPPED WITH FIRE DAMPERS. SEE ARCH. DRAWINGS FOR RATED WALLS. 3. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY ENGINEER WITH ANY DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS 4. COORDINATE EXACT LOCATIONS OF EQUIPMENT ON ROOF. PROVIDE DUCTED OUTSIDE AIR INTAKE DUCTS TO MAINTAIN 10'-0 CLEARANCE FROM EXHAUST OR FLUE DISCHARGE OPENINGS 5. NEW KITCHEN HOODS, EXHAUST FANS AND MAKE UP AIR UNIT BY KITCHEN EQUIPMENT SUPPLIER, VERIFY REQUIREMENTS AND PROVIDE GAS, ELECTRICAL CONNECTIONS AS REQUIRED. EXHAUST DUCT TO BE STAINLESS OR BLACK STEEL, ZERO CLEARANCE TO COMBUSTABLE, INSULATED WRAP. HOOD SHALL BE EQUIPPED WITH AN ANSUL FIRE SUPRESSION SYSTEM. MINIMUM AIR VELOCITY IN EXHAUST DUCTWORK SHALL BE A MINIMUM OF 1500 FPM 6. COORDINATE ALL WORK WITH ALL OTHER TRADES, RESOLVE CONFLICT PRIOR TO INSTALLATION OF EQUIPMENT. COORDINATE NEW DIFFUSER LOCATIONS WITH LIGHT FIXTURES, SPRINKLER HEADS AND PIPING, CEILING GRID LOCATION PRIOR TO INSTALLATION. 7. ALL NEW HVAC EQUIPMENT INCLUDING FANS, RTU AND MUA SHALL BE PROPERLY SUPPORTED FROM THE STRUCTURE. MOUNT ALL ROOFTOP UNITS ON CURBS. PROVIDE VIBRATION ISOLATORS ON ALL EQUIPMENT. ALL EQUIPMENT SHALL BE APPROVED FOR ITS SPECIFIC INTENDED INSTALLATION AND OPERATION. 8. DIFFUSER PER SCHEDULE. EACH SHALL BE PROVIDED WITH BALANCING DEVICE AT DIFFUSER RUNOUT WHERE POSSIBLE AND DEVICE FACE -MOUNTED DAMPER OTHERWISE. 9. THERMOSTATS FOR NEW RTU'S SHALL BE PROGRAMMABLE STYLE BY HONEYWELL. SUBMIT SHOP DRAWINGS AND VERIFY MODEL NUMBER PRIOR TO PURCHASE. THERMOSTATS MOUNTED AT 42" AFF 10. PROVIDE ROOF TOP AIR HANDLING UNIT AS INDICATED ON DRAWINGS. VERIFY EXACT LOCATION WITH ROOF PLAN AND STRUCTURAL DRAWINGS. PROVIDE GAS PIPING CONNECTION AND COORDINATE ELECTRICAL CONNECTION. MOUNT ALL UNITS ON 14" ROOF CURB. ROOF CURBS ABOVE OR A SINGLE FLOOR ABOVE MUSIC INSTRUCTION OR ASSEMBLY AREAS SHALL BE PROVIDED WITH VIBRATION ISOLATION ROOF CURBS. 11. PROVIDE NEW GAS SERVICE FROM NEW METER UP TO RTU'S AND EQUIPMENT GAS PIPING TO BE SCHEDULE 40 BLACK STEEL. PROVIDE METER AND PIPING CONNECTION TO ALL AHU'S DUCT FURNACES, HOT WATER HEATER, MAKE UP AIR UNITS AND KITCHEN COOKING EQUIPMENT. GAS PIPING FOR KITCHEN COOKING EQUIPMENT TO BE EQUIPPED WITH A SOLENOID SHUT-OFF VALVES CONNECTED TO HOOD FIRE SUPPRESSION SYSTEM DUCTWORK FOR GRILL HOOD (TYPE 1) SHALL BE WELDED 16 GAGE BLACK IRON, OR STAINLESS STEEL. 12. MAKE UP AIR UNITS AND ROOFTOP UNIT FANS AND OUTDOOR AIR DAMPERS SHALL BE INTERLOCKED WITH EXHAUST FANS. 13. TYPE I EXHAUST FAN TO TERMINATE AT A MINIMUM 40 ABOVE ROOF. PROVIDE FAN WITH 24" METAL ROOF CURB OR WITH HEIGHT SUFFICIENT FOR 18" CLEARANCE FROM ROOF FLASHING TO FAN BASE. 14. ALL MECHANICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCALLY ADOPTED MECHANICAL CODE WITH ALL CURRENTLY APPLICABLE ERRATA AND AMENDMENTS. 15. CONTRACTOR SHALL COORDINATE MECHANICAL WORK WITH ALL OTHER TRADES PRIOR TO FABRICATION AND INSTALLATION. DO NOT SCALE FROM DRAWINGS FOR ANY EXACT DIMENSION. SEE ARCHITECTURAL DRAWINGS AND REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF DOORS, WINDOWS, AIR DISTRIBUTION DEVICES. 16. COORDINATE THE SIZE OF ALL WALL OPENINGS, ROOF OPENINGS AND EQUIPMENT PADS WITH ACTUAL EQUIPMENT PURCHASED. ALL MECHANICAL ITEMS EXTENDING THRU WALL & ROOF SHALL BE FLASHED AND COUNTER FLASHED. ALL ROOF CURBS FOR MECHANICAL EQUIPMENT SHALL BE BY MECHANICAL CONTRACTOR. 17. ROUTE FULL SIZE CONDENSATE DRAINS WITH P-TRAP AND VENT ON OUTLET SIDE. PIPE 12" AWAY FROM UNIT. SPILL ON CONCRETE SPLASH BLOCK WHERE ROUTED TO ROOF. 18. DUCT SMOKE DETECTORS IN SUPPLIES AND RETURNS PER LOCALLY ADOPTED CODE SHALL BE FURNISHED & WIRED BY DIV 16, INSTALLED BY DIV. 15. 19. ALL DUCTWORK SIZES ARE INSIDE CLEAR FREE AREA. INCREASE SIZE WHERE REQUIRED TO INCLUDE INTERNAL INSUALTION 20. MOTOR STARTERS AND DISCONNECTS SHALL BE FURNISHED UNDER DIVISION 15 AND INSTALLED BY THE ELECTRICAL CONTRACTOR. COORDINATE ELECTRICAL CHARACTERISTICS OF HVAC EQUIPMENT AND CONTROL SYSTEM REQUIREMENTS (VOLTAGE/PHASE, SIGNAL TYPE, AUXILIARY CONTACTS ETCO ) PRIOR TO PURCHASING. 21. CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT INDICATE ALL OFFSETS, TRANSITIONS, OR OTHER APPURTENANCES REQUIRED FOR A COMPLETE HVAC SYSTEM. PROVIDE ALL EQUIPMENT NECESSARY FOR A COMPLETE SYSTEM. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTROL ITEMS NECESSARY FOR THE HEATING AND COOLING FUNCTIONS OF THE AHU AND MAU. THE AHU THERMOSTAT LAYOUT IS THE HONEYWELLT6590 FAN COIL CONTROLLED. THE MAU SHALL BE PROVIDED WITH ADJUSTABLE DISCHARGE AIR CONTROL WITH DISCHARGE AIR SENSOR AND MODULATING CONTROL VALVE. 23. ALL PIPING AND DUCTWORK SHALL RUN CONTINUOUSLY THROUGH FLOORS, ROOFS AND PARTITIONS. ENGINEER WILL REVIEW DUCT/PIPING SHOP DRAWINGS AT THE REQUEST OF THE CONTRACTOR. NO EXHAUST HOOD SHALL BE LEFT OPEN INTO BUILDING SPACE. 24. THIS CONTRACTOR SHALL PROVIDE & INSTALL ALL MISCELLANEOUS STEEL AS REQUIRED FOR INSTALLATION OF ALL MECHANICAL ITEMS. 25. ALL DIFFUSERS LOCATED IN CEILINGS WITH A NON -RETURN AIR PLENUM SHALL BE INSULATED AIR TIGHT WITH FOIL FACES 1 INCH FIBERGLASS INSULATION. 26. CONTRACTOR SHALL PURCHASE AIR FILTERS FROM THE OWNER -APPROVED AIR FILTER VENDOR WHERE OWNER HAS A SUPPLIER. ALL FILTERS SHALL BE REPLACED IMMEDIATELY PRIOR TO SUBSTANTIAL COMPLETION. 27. CONTRACTOR SHALL SUBMIT THE TAB AGENCY, 2 WEEKS PRIOR TO SCHEDULE TESTING AND BALANCING OF THE SYSTEM, AN UP-TO-DATE SET OF HVAC DRAWINGS, AND RELATED PRODUCT DATASUBMITTALS SUCH AS HVAC UNITS, FANS, DIFFUSERS, and CONTROL DIAGRAMS. 28. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. IT IS INTENDED THAT A COMPLETE MECHANICAL SYSTEM IS PROVIDED WITH ALL NECESSARY EQUIPMENT AND CONTROLS. 29. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL SYSTEM REQUIREMENTS. 30. TESTING AND BALANCE: CONTRACTOR SHALL CONTRACT AN INDEPENDENT TESTING AND BALANCING COMPANY TO TEST THE EQUIPMENT AND ADJUST THE HVAC SYSTEM TO OBTAIN THE DESIGN AIR FLOWS AS SHOWN ON PLANS. THE TAB AGENCY SHALL BE NEBB CERTIFIED AND SHALL SUBMIT TAB REPORT AS REQUIRED BY THE NEBB. 31. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE INSULATED. DUCT LINER SHALL BE 1-1/2" ELASTOMERIC RUBBER (ARMAFLEX OR EQ.); EXTERNAL INSULATION SHALL BE 2" THICK, 1 LB.CU.FT. DENSITY, FIBERGLASS TYPE, FOIL -FACED DUCT WRAP, COMMERCIAL GRADE. ALL EXPOSED DUCTWORK SHALL BE LINED. R-VALUE SHALL BE ADJUSTED PER LOCAL ENERGY CODE REQUIREMENTS. EXPOSED DUCT SHALL BE PROVIDED WITH APINT GRIP FINISH. 32. PROVIDE PVC WATER HEATER "CONCENTRIC TYPE THRU THE ROOF ARRANGEMENT" VENTING ASSEMBLY FOR FRESH AIR INTAKE AND EXHAUST AS RECOMMENDED BY MANUFACTURER. 33. DUCTWORK SHALL BE GALVANIZED STEEL FABRICATED PER SMACNA STANDARDS. VOLUME DAMPERS SHALL BE INSTALLED AT ALL DUCT BRANCHES AND DIFFUSER TAKE OFFS TO BE ABLE TO BALANCE THE AIR SYSTEM. DUCT SHALL BE HUNG WITH 1" WIDE DUCT STRAPS. 34. EACH AC UNIT SHALL BE CONTROLLED WITH A WALL MOUNTED 7-DAY PROGRAMMABLE THERMOSTAT WITH AUTO CHANGE OVER TO PROVIDE OCCUPIED/UNOCCUPIED MODES OF OPERATION. PROVIDE CLEAR PLASTIC COVER WITH LOCKING KEY ALL THERMOSTATS. 35. ALL UNIT HEATER TO HAVE, INTERNAL DISCONNECT, MAGNETIC OVERLOAD PROTECTION; INTEGRAL TSTAT AND 24 V CONTROL TRANSFORMER. 36. ALL PIPING SHALL BE INSULATED COMPLETELY AIR TIGHT WITH NO EXPOSED INSULATION MATERIAL. PROVIDE INSULATION OUTSIDE OF PIPING HANGERS OR SUPPORTS WITH RIGID INSULATION AND PIPING SADDLES AT SUPPORTS SUFFIECIENT TO PREVENT DEFORMATION OF INSULATION. 37. PROVIDE SIESMIC FITTINGS AND SUPPORTS AS REQUIRED BY THE LOCAL BUILDING CODE AND SIESMIC CHARACTERISTICS FOR THE CONSTRUCTION LOCATION. 38. ALL COOLING UNITS SHALL BE PROVIDED WITH DRAIN PANS AND FLOAT SIWTCHES TO PREVENT UNIT OPERATION WHERE CONDENSATE DRAINAGE CAN BE UNEXPECTEDLY INHIBITED. NO EQUIPMENT SHALL SIT DIRECTLY IN A DRAIN PAN. SUPPLY SUPPLY RETURN/EXHAUST RETURN/EXHAUST 45° VD SUPPL RETURN/EXHAUST DUCT BRANCH DETAIL STEEL WIRE TO STRUCTURE SPIN -IN FITTING WITH VOLUME DAMPER METAL DUCT FOR SIZE SEE PLAN AIR SCOOP (SUPPLY WNLY) LOCKING QUADRANT DEVICE NECK SIZE TO MATCH RUN OUT SUPPORT STRAP INSULATED FLEX DUCT HANGER (TYP.) INSULATED SUPPLY ADAPTER/PLENUM T-BAR FRAME (TYP.)- PROVIDE METAL FRAME AT GYP INS ALLTIONS CEILING AIR DEVICE SCHEDULE _ DESIGN MARK LAYOUT BASIS TYPE FACE SIZE MOUNTING FINISH MATERIAL NOTES S-1 TITUS TMS CEILING DIFFUSER 24X24/12X12 2x2 T-BAR WHITE STEEL 1,4 S-2 TITUS PAR PATTERNLESS PERF GRILLE 24X24/ 2x2 T-BAR WHITE STEEL 1,4 R-1 TITUS 50 F 1/2" EG GCRATE RETURN 24X24 2X2 T-BAR WHITE ALUMINUM 2 NOTES 1 . NECK SIZE TO MATCH DUCT RUN OUT SIZE AS SHOWN ON MECHANICAL PLANS. 2 .PROVIDE MANUFACTURER'S ACCESSORY INSULATED PLENUM WITH ITN OUT SIZED CONNECTION. 3 4 .BALANCING DEVICE AT AIR DEVICE FACE .BALANCING DEVICE AT RUN OUT TAKEOFF 5 .DIVERT BLADES TO 45 DEGREE LATERALLY AND 35 DEGREES BELOW HORIZONTAL. 6 .3-WAY DIFFUSER _-� _ END ABREVI A T10 S AC ABOVE CEILING HR HOUR ACC ACCESS HW HOT WATER ACU AIR CONDITIONING UNIT HZ HERTZ_ AFF ABOVE FIN ISHED FLOOR IE INVERT ELEVATION AHU AIR HANDLING UNIT LAT LEAVING AIR TEMPERATURE AP ACCESS PANEL LBS POUNDS ARCH ARCHITECT LOB LEAVING DRY BULB BDD BACKDRAFT DAMPER LWB LEAVING WET BULB BTUH BTU PER HOUR LWT LEAVING WATER TEMP, GC COOLING COIL MAX MAXIMUM CCP CENTRAL CONTROL PANEL MBH THOUSAND BTU PER HOUR CD CEILIRIG DIFFUSER EVAP EVAPORATOR CFM CUBIC FEET PER MINUTE MIN MINIMUM CG CEILING GRID MOD _ MOTORIZED DAMPER CONC. CONCRETE MTD MOUNTED CR CEILING REGISTER N,C. MORMALLY CLOSED CV CONTROL VALVE NIC NOT IN CONTRACT D DROP N.O, NORMALLY OPENED DB _ DRY BULB NO. NUMBER DIA. DIAMETER NPSH NET POSITIVE St.JCTION HEAD DN DOWN NITS NOT TO SCALES DWG DRAWING OA OUTSIDE AIR EA EXHAUST AIR OD OUTSIDE DIAMETER EAT ENTERING AIR TEMP OS&Y OUTSIDE SCREW AND YOKE EDB ENTERING DRY BULB PD PRESSURE DROP EF EXHAUST FAN PSI POUNDS PER SQUARE INCH ELEV ELEVATION RA RETURN AIR ELEC ELECTRIC RM ROOM EWB ENTERING WET BULB RPM REVOLUTION PER MINUTE EWT ENTERING WATER TEMP SD SMOKE DAMPER ESP EXTERNAL STATIC PRESSUP SF SUPPLY FAN SP STATIC PRESSURE SF SUPPLY FAN EXH EXHAUST SP STATIC PRESSURE EXT EXTERNAL SPEC SPECIFICATIONS F DEGREES FAHRENHET SR SUPPLY REGISTER FC FLEXIBLE CONNECTION SS STAINLESS STEEL FCU FAN COIL UNIT TDH TOTAL_ DYNAMIC HEAD FD FIRE DAMPER TEMP TEMPERATURE AFG ABOVE FINISHED GRADE TG TRANSFER GRILLE FLD FLOOR DRAIN TV TURNING VANES FPI FINS PER INCH TYP. TYPICAL FPM FEET PER MINUTE UH UNIT HEATER FT FEET UC 3/4" UNDERCUT GV GATE VALVE V VOLTS G GAUGE VAV VARIABLE AIR VQLUME GAL GALLON VEL VELOCITY GPH GALLONS PER HOUR VERT. VERTICAL GPM GALLONS PER MINUTE W WIDTH HP HORSE POWER W/ WITHOUT HT HEIGHT W/O WITHOUT H2O WATER WB WET BULB HORIZ, HORIZONTAL' W.C. WATER COLUMN -------------- rr frir>1` ij>r. f✓i�r Z El El El 3 LEGEND DUCT (SINGLE LINE) T THERMOSTAT EXISTING DUCT/PIPE - REMOTE SENSOR LINED DUCT (SINGLE LINE) H HUMIDISTAT m HOOD ANSUL SYSTEM PULL STATION LINED DUCT OVERFLOW NOZZLE EXPOSED SPIRAL W/ PAINT GRIP PIPE DROP Q ROOF DRAIN SUPPLY/VENTILATION DROP _ _- _ - BALL VALVE RETURN DROP STRAINER EXHAUST DROP PRV SUPPLY DIFFUSER CHECK VALVE METER RETURN GRILLE NAT GAS REGULATOR EXHAUST GRILLE CAP 3 WAY VALVE VOLUME DAMPER 2 WAY VALVE FIRE DAMPER BUTTERFLY VALVE MOTORIZED DAMPER CIRCUIT SETTER SMOKE DETECTOR FLOW CONTROL VALVE DUCT ELBOW WITH VANES -SINGLE LINE (EXCLUDE VANES IN GAGE GREASE EXHAUST) THERMOMETER DUCT ELBOW WITH VANES PT PLUG (EXCLUDE VANES IN GREASE EXHAUST) PUMP RADIUS ELBOW DOUBLE CHECK VALVE RPZ CHECK FLEX DUCT RUN OUT FLEXIBLE CONNECTION r!�>. FLEX PIPE/CONNECTION AUTO AIR VENT INLINE CABINET FAN FROSTAT CEILING CABINET FAN - UNION HORIZ. UNIT HEATER GGAS- 0 GAS PIPING CEILING UNIT HEATER _ _ 0 CW PIPING - - - - -o HW PIPING INTAKE/VENT HOOD _ _ _ _ _ _ -0 HOT WATER RECIRCULATION PIPING - - - - - -o VENT PIPING EXHAUST/FLUE VENT HOOD - - o SANITARY PIPING (LONG DASH) ROOF FAN -----------------0 GREASE WASTE (SHORT DASH) EXISTING C GAS/ELECTRIC ROOFTOP UNIT SCHEDULE MIN FAN COOLING COOLING HEATING HEATING - NOM UNIT QTY FAN OA FAN MOTOR TOTAL SENSIBLE MBH MBH HEATING VOLTS/ MARK SERVES _ MODEL TONS CONFIGURATION COMPR. CFM CFM ESP HP MBH MBH OUTPUT INPUT STAGES PHASE RTU-1 BOH TRANS YHC120 10 DOWNFLOW 1 4000 0.5 113.97 94.06 120 150 1 208/3 RTU-2 BOH TRANE YHC120 10 DOWNFLOW 1 4000 0.5 113.97 94.06 120 150 1 208/3 RTU-3 DINING TRANE YHC120 10 DOWNFLOW 1 4000 0.5 113.97 94.06 120 150 1 208/3 RTU-4 DINING TRANE YHCO60 5 DOWNFLOW 1 2000 250 0.5 --- 63.49 47.33 48 60 1 208/3 NOTE 1: INDOOR COIL EAT = 80/67 FOR COOLING, 70 FOR HEATING. NOTE 2: OUTDOOR COIL EAT = 95 FOR COOLING, 17 FOR HEATING. NOTE 3: ESP DOES NOT INCLUDE FILTERS. FAN PERFORMANCE FOR DIRECT DRIVE UNITS IS AT HIGH SPEED. NOTE 4: PROVIDE HINGED ACCESS DOORS, UNIT MOUNTED DISCONNECT AND UNPOWERED RECEPTACLE, CONDENSER COIL GUARDS, STAINLESS STEEL HEAT EXCHANGER. NOTE 5: FACTORY MOUNTED SMOKE DETECTOR IN SUPPLY AND RETURN COMPARTMENTS AND INTERNAL FLOAT SWITCH WIRED FOR UNIT SHUTDOWN. NOTE 6: PROVIDE 2-POSITION MOTORIZED DAMPER AT OUTDOOR AIR HOOD. NOTE 7: ECONOMIZER WITH COMP ENTHALPY CONTROL MODULE. POWER EXHAUST FOR UNITS ABOVE 2000 CFM, BAROMETRIC RELIEF FOR 2000 CFM AND LOWER. NOTE 8: PROVIDE MANUFACTURER ACCESSORY ROOF CURB. CURB ADAPTORS SHALL REQUIRE SPECIFIC ENGINEER APPROVAL. NOTE 9: PROVIDE SPRING ISOLATION TYPE ROOF CURB. _ NOTE 10: COORDINATE VOLTAGES WITH ELECTRICAL DRAWINGS PRIOR TO ORDERING. SUBMITTALS SHALL BE REQUIRED TO HAVE ELECTRICAL ENG. APPROVAL NOTE 13: PROVIDE REFRIGERANT HOT GAS REHEAT DEHUMIDIFICATION. NOTE 15: PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT WITH REMOTE SENSOR, END EXHAUST/VEINITILATION FAN SCHEDULE MOTOR VOLTS/ FAN TAG MODEL TYPE SERVES CFM ESP HP� RPM SONES DRIVE PHASE INTERLOCK NOTES F-1 HOOD HOOD 1,350 0,925 0.75 1,164 11.8 DIRECT 120/1 TIMECLOCK SET FOR OCCUPIED SCHEDULE F-2 HOOD HOOD 2000 0.93 0,75 1377 16.1 DIRECT 12011 TIMECLOCK SET FOR OCCUPIED SCHEDULE F-3 HOOD HOOD 2000 0.93 0.75 _ 1377 16.1 DIRECT 120/1 TIMECLOCK SET FOR OCCUPIED SCHEDULE F-4 HOOD HOOD 3000 1.122 1.5 1120 13.6 DIRECT 120/1 TIMECLOCK SET FOR OCCUPIED SCHEDULE F-5 ACED DOWNBLAST RESTROOMS 300 0.250 1/3 1,325 8.9 DIRECT 12011 TIMECLOCK SET FOR OCCUPIED SCHEDULE 1,2,3,4 1. COORDINATE VOLTAGES WITH ELECTRICAL DRAWINGS. 2. PROVIDE INDOOR FANS WITH BACKDRAFT DAMPER, SPRING/NEOPRENE ISOLATION HANGERS AND ACCESSORY ROOF CAP AT SIZE INDICATED ON DRAWINGS. END U ICI O7 O co Z w Q0 rA CV Q vlcoz LL1 C/� CIS Cfl � LL] co U Lu rJJ. �� U LLJ ECV > f-r- N Q � Un z co m MM. F+y a i o o Q �'� • T w '�O •• o LU z i ...OR I D P: ��� w 0 1A% CID m q v z q Q w U) z Q m w w J 16018 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL MECHANICAL SCHEDULES AND DETAILS PLOT DATE: MECHANICAL FLOOR PLAN 1 /4" = 1 '-0" am"! U o Z w D (�' NowLo A ,- CV a 00 Uti�Z w �cn �L� UZc) N� U Q CV Cn C/) z U) m 04 0 *' cwn z w ��. ST E J �O'• ,c oi -, ssi •......• N ONA' to ,, Q b z Q Q MECHANICAL KEY NOTES 16018 1. NEW ROOFTOP UNIT. FULL SIZED SUPPLY TRANSITIONED TO SIZE SHOWN ON PLAN. FULL SIZE RETURN A UP TO DUCT. 2. DUCTWORK LOCATED ABOVE CEILING. COORDINATE WITH STRUCTURE. 3. REMOTE SENSOR FOR UNIT DESIGNATED. MOUNT ON WALL AT 48" AFF. COORDINATE LOCATION IN FIELD. 4. RESTROOM EXHAUST FAN ON ROOF. COORDINATE CONTROLS WITH ELECTRICAL. RESTROOM EXHAUST SHALL BE INTERLOCKED WITH LIGHTING. COORDINATE WITH ELECTRICAL. 5. EXHAUST FAN, LOCATED ON ROOF, FOR TYPE I KITCHEN EXHAUST HOOD. 6. TYPE I KITCHEN HOOD INSTALLED BY CONTRACTOR. 7. PROVIDE 16 GA. EXTERNALLY WELDED LIQUID TIGHT KITCHEN HOOD EXHAUST DUCT. EXTEND UP TO ROOF MOUNTED FAN. PROVIDE TRANSITION FROM HOOD COLLAR TO ROOF FAN. CONTRACT DATE: 08.13.2017 8. PROVIDE MANUAL VOLUME CONTROL DAMPER. (TYPICAL) BUILDING TYPE: ONE-OFF 9. 7- DAY PROGRAMMABLE THERMOSTAT FOR UNIT DESIGNATED. COORDINATE LOCATION WITH OWNER AND OFFICE FURNITURE. WALL MOUNTED AT 48" AFF. PLAN VERSION: SITE NUMBER: 10. PROVIDE INSULATED PLENUM ABOVE AIR DEVICE. TYPICAL FOR THIS DEVICE. STORE NUMBER: 11. MAKE-UP AIR UNIT LOCATED ON ROOF. PROVIDE FULL SIZE DROP. MAKE-UP AIR UNIT SHALL BE INTERLOCKED WITH HOOD CONTROLS. 12. MAKE-UP AIR SUPPLY DIFFUSERS- PERFORATED TYPE Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL MECHANICAL PLANS M1.0 PLOT DATE: ' Will I 1 1 ��- - _ _ I tn, on - txesa - !tax" v°+. i­ u�r u 1 1 - ER :NN3NC !uh.uY: 4Jaf. 1 - I i �+' ' 0 ,. _ �j 4�i`% --- EXHAUST PLENUM _ _..., Nod- �-F. C'- D I -�'""� = H;IO"u ; MAX. T RIS R<S) OT , r;OOA ® TAG MODEL. _ENGTH IC:TOKFtvG ta.AL - SPPLY II3�CONS?R.ICTIaN END _G ROW Na, Eb;P. EXH. CFM WIATH LEND. ,EIGHT AiA. FN ! S? CEM I —_-- EN �� I 5424 G' OGG' 600 1350 4' i2' 3.,.J' 0.?25 i0$D 430 SS ALONE IAL:7E.E! } 4 i PK ND Z CI -SS F Deg. {'`.'here Exposed: I �424 60A 'fir 43; SS ^� 2 8 D^' 2D00 4' l4' 1 2 3a Q431' ..;50 i LEFT A O E I FK-ND 2 Q-SB r Deg I ,Ihv ExP)sed E :. - +so a ro p sYwvm er «rmauem c, rc*oa- t -�-- +-- uwu c -. s re_tNrttFrtn aT .xlarr 5424 s< 600 I 30 SS ` i 8 '.GG' ye,. 20G0 4' --I4' I .ia 437" 1560 yJhe e Ex o c a : P il,: E I ALONE ND-2 HANGING ANGLE DETAIL P NA 2 g sB - _ P 'HOOD STYLE DIM FROM DIM FROM DIM FROM [�[­­­'­I i 3424 - 1 1P C0 I, YGGD 4' 16` 3d 4 p22 I S35 S I IGNI M I FITY �, f IC ND Ct' :B F I + .. ____ _ ..._._...c.. _ __ ,..,..._, .., .,. , _._.. 1Whcre Expo ed . y ,I REAR (E24 E!� €"36 I�itx.._ - _ .. !.. _ .. CANOPY--C��TE , _ NO2 4•166' 2.24 ' z246"._.1 I H;1aCi ------.---__.... __ _-"_ aC cF iCtE:NCY a 9 .___.._..___,.______-.__.___.1 , NO. . g!Y, Ht IGH. ,_EN;17 Ili I ND2-P^P-f �,•. i ' I E1 MICRONS a, f 66 2.caB 2.246 , -_-_-. ___ _-- _ . _ .- .._.__- - .,�.. _. _-__ �_._�_ _, _ _ _._. ___. BACKSHELF =-� "- 1 SS HafFte witn 'innd€as 4 , du' I 30X ! 2.-0 1425" .. -__,. __-- ._.._ ___.__- -{- _.._,_M__--- _.. ..______` __. __...,____ _._._.____... .___.... ,_. 2 SS Bnffte with HnrdLes ?0` 30'f, "'r`%<`H$- , 3B,, 3." 42'X42' 4D"X48" {_..__._ ___ ______ .-__- ____ -.. t_ _._ �. _ __, .___-_____.___ 3 SS Boffte with Hardtes , 5 , 2G' i 16' 1 307. ,.Mrvr , , 2,246' 2.246" 2246" �'-` ` -- _..--i _.}_.__.__ ! S 4 SS Bnf fle witn Hnnd(es 1 9 1 2G' ?b' 1 3G'!.--- HANGING ANGLE LOCATI0NS _-I _ ____— 1 __� _ o1w, ` ecu.,a¢w:n. ae wz x eeuR�+.n. U. ) I OD 01"TIGAF -*ma, wet usx., ­ x x. c - rsruin� I eiYi _eWM --_ TPMi) ......__. LT<S) _ IT F Strew ,n Halogen .­.­­.----- Screwi Tiogen Screw I., H.Iogen Screw in H.iogen HOOD Na. TAG OPTION FIELD WRAPPER DC High r ont Left, Right BACKSPLASH 30.Q High X N4^,0 .ong 430 SS Vvr--cn 1 RIGHT ._ .._._ QUARTER ENDPAN 23' __ ...,._ _ __.. ....... - .___- T6U 4i Nth, 0 Bona 1r:d.t+, _ _. _. .__....I 2.3' HIOF, 43 5$ I .._.._____-__-_--_--__ LEFT QUARTER END PANE Top W`o41^, 0' Botton Width, -. �..________________�-i 23' High 430 SS FIELD WRAPPER 17,OC Hkin Front, LeFt ..._ . - __..._ ___.__I 2 �3 BA. KEPI ASH ROD H gr X .............................6.10 c. U 4.30 SS ..._ye t; al LEFF Oi.AR7E. END E,NE. ?3' Top Wdtt% G'-_Bottom Width _,....._..___._..-.________--_ FIELD - WRAeNaC.r?__...._..70C'- r�p.__�-- fro t ?3 HMgh,ia 0 <S _ ____._..�._._ -.... FIELD _ WRAP�fR 17 OG Uh -. ---_ - F o t, Rght 4 _ _ . RIGHT _ . . _ _..._ QUARTER ENi) PANEL 23' _ _.. _.. _ ..-_-`-_- _- _..- Tap Width, 0` BUttow Width, __.._ _ __ 27' High 43C1 SS i rl(aI • ggED Jastew-oa+ usa 6 MbS'�l`9, �� I }SUSt944-90' ° I 1L, 4 u cr ETL Fde rrmber 3D53&D4-NC:lDQ_ Str v (BUILDING CODES --I $Tr,iE--ARP H:✓M"+G HavE' !tP(;ONai i.iLWANy"- 1 RFtlt+.`R6N <„c-r'U< V sAl P /yc:gyp: 1 r- I--�e�susrre!E Rare uav;Esn I Wlfe-CW4,SSiBt£ I Wbi.:JN2n EtN 1 ` ! f,U18tI5MLE I' NSVUTEIE iTNmeR: i ;CLEARANCE TO COMBUSTIBLES !.,.'"TAT : t. Mt tli4.'R!!li4 " "v G6YPE iiWi Np WP,ATCD I cmcxavuJccPuas "fNcauax a'> �er ° �xa i, ie .6�-. ".A j amu,.ne 1­I a' uE<ruk� ce'."sir}!°nis's p!nus.ac -1�.kJe [ 15 WCK MJENT . S 1 a 1Y 11 I, --, I N,S ie SiNN n!1 FlTli! nF FlRE Au :S " ii%iVNE SNOMN Wad d!' cwtrYc-ARE. { r qFt EAC[OR/ NRC"ai. NTES+CQeaRLt - Z FE — " t0 WMS . PLC!4kh. Ca.RRiCTp 1 !.ss�s raa Lam!, nx!uaEs . mm - — I sE,a!r � NESCa sm - c'- t4. PSYMUNS eCMW.eta6 .lRtWF N` PF~*:(tE'-' xE>a+Nrxlx -'JE— or S!kwacxu wa+. concmeo ox - rJnPmkrs row REa 1. ' 1 I !�,._asz Ern .�vamR or �uwuEur szaN. I iA"IBQ c i w - u- r!c o w .w'rcxvx I :. io ar �i.J�,t,Bz .: - a.. �stwrwa! suu ae Paarcve wm� aEsvc-:r :119aM faUSS' S. a ygWTTEN - II:H ..' - ?�LCY<xCE - 7,»:X%. I (X Afl P,xCSP,i.- � gk-, �� GENERAL NtJTES — I I YDYt,111. LL�[Yu)N l-4 DEAKV R; il raxncxx WAIL � owt iifl;&I I i' i1 `^, 1 1, s KkcTt < -mi Ut Lisax3 C tmw Extnalrig Filter; l.Wi, fkw m 430 St ainlays Steal i FILTER DETAIL N0, TAG POS. LENGTH WIDTH. jH C::' TYPE WIDTH.L,=•N.i D1A. I CFM S,P. Mi1A 1'. 28' �40 C.`37" ' I Trent 64" i4• MUA i0' 23" 540 <3 r' 2 Front 96' MLA 18' i--' 12' 28' -i 78D 0.227` 12` 28` 780 , 0227' } MUA I NUA !2' 28` ! 78B G.2ET" 3 Front S6' it3' ( MUA 12' 28' 78G - G:227' MUA 12' 24' , 6:3', i i79' 1 MUA 12' 24' 6:t3 ' 274". 4 Front 164' 18' fi ! NUA. L2'__ 24' 633 ` GT79 MUA 12`a.ti _ 633', 0.179' 1. Tl I. r PIa i(')._ I .__ ! rlCfl TEN I I t- ! E: 7 I T '. 2, "e : LvFt j,<„ x>4`x24 ! s?n, ,, R.iOR ; 3 r..,..:t ___ _I—-- _____ ._ ._ _ __ i a _- ---.-_+_ _. __._._..__._____-­­­.-­-'--­-1-- I---,---- _ _ -_.. ._ 4t8 I_ Right 120 x-4'x24Ansut R'Oe 3.0/10t 1, e..o•P ! ' Y£S 1 i c.. Si'CCtF1i tiT 0) "HE RE ,JRANd F R SUPFR S I• SYSTEM S.r.' B -HE PRL FNGiN!:RCD "�P --H A -1kE>7 NO Zi G'. R B...._: 1E:WuRX. .T}.A„i. BE LSTE WITH UNDERWRITERS LABORATORIES, INCi,,_3 ,IF SYa ' S if.L. L CAPABLE u1 - E"M AND ACTUA110N WITH L CA4 OR REMOTE+an A' -C", ,<' SH0. BE VAi1..AD1;- FOR MECHANICAL FIR ELt� R,CA; GAS;-, _ S+,x;-_ r P!_ cCA TOWS. T-,E EXt-IN&,ITS --Na AGENT A r ACs,Um R'3' A POTASSIUM EASED FhRMLt Ai N ilS CN= F P -AM '� < _, N ANDSEC4R'MEN'i ACLT�TF aF GREASE RELATED'TRES I! SE �i_ B VIA IN PLASTIC CONTAINERS WITH INSCRJ C1ICN1, ]R 1-07 A AGENT}+AN - NL. A I U A,a^. THE RE A''D RE LA SE u FAN SM SH,ki sL C'3 "PA `BLF WITH A JNIBLE i_IN CTECNON SYSTEM: HF Btr ,F SHAL 'z. i T Ail7 INSTALLED ACC,GRD!NG TO THE ..r'. RATIN', TE; FCR Uc,: :N "rrf_ fcd>ILAT'l N}o SYS FM . IF FUSIBLE ._INK „! A{.L E_ SUPPER '�Fi BY ra DE'"FC'TOR BPACK'G:Tt LINKAGE ASS_M&Y DUCT PROTECTIIN NO7z!_E BETECIORS -% lr^ Ri MErE MA SU I I �i PULL STA ITN y lI\ !j ` -y,` `,-` REMOVABLE S'A N S /. - STEE- SERVICE '� . f .,FIT TANK -% sM RC-"ASE, BRA.-KET ASSEMBLY "/ i D.<fir�i_ 4,. - : -__ _ _ I__.I _ ._2. . , , I 1,I nth ` r4 ! vY wD a :-r1.i_.xo4J�sr:S.I`I.E!°,.Z Ct.,_.`�.::,. "!4 f r : Y , , .,,.- ....._ ,. - ..... F, }, v:Ii.. iRL 1I Cr7L'.N . . ', t------ �f -, ; , 1�., yt I I _ r } - -�, ,. +.. _ICAEL.E)Jv F .. ._ ?_ I( tf AN i r :..- 10? Y ''jiTf Z IYC,'i._fT eXHIvorl RISER iANCAIG ANGLE ih' S» BATTLE WTTH !WI!ILES AND H0'i; 3' :NTGRNA STANDOFF TI4 es. 's B'Lt':r S a i� (.1. fi Yti r: R F Y3L- S U3 P 'l.<` B MATERIALS N ! ANC' WI!Vi ,ll.,AL COOT k_GU1R .:MENTS. aC.S" CRAfh I.EFi-.A ,. R.C.":I -.UAR uR .:ND PANELS / i /� T ,filyzzl /�T - 4 J ;° �; / /� iI LI 54' I I t 4 U.L I Isted Screw In ? L. L: i_isted Sc. `ew In '7 s Sr�-c ___ _ _ _. ___-._..._ - J-_. _.. -- .S ' Halogen B"UA Hn ogen BUia '`coo E tk i !� - --- l-------(1 - - - - -- -1 —. �. - - - __ __ _ . , l� i I i I Ut:;i- 1 -_-_ �. _ ' _L -� u �< ` r- L i • .- t :� IM1 _w _._.� , -, I 1_ ,, r: _ _ _ .. _ . _ _ .._ _- _- _ _.... . r _ _ x- T r /� , _ , _ y l - y- T,%' 7- ,`'ram i,.-i''� ..,r''.'. -. ,r r / ",,�:. .�!r ';r, t/ t 3 G'✓,�r"�_ /, ""' ../ice.-,/ I 7 '"Cr-:.'� / K. /,- // f ,.+' �/ x Y'. -_.. ...- _... __.... ..._...__..._. __: s,=°..._ .. __...._ ..,.. ... ...._._._ ( i.,r.-..... ... ....... .._ »_ _ 1a ...-. 7C. ,`... t . _ , , .. `i.K':._ . ... _ _ .. _. __ !_ , t 'i..,. /'- lei' 1 t �` r„ i. s r i T 1 / �`: 9. I -. „l ,. t � r y" i ,r - 1 c 1 �' Abu ���I i It'�� Y. k� rj � t _--__EE__. _L.__...._, __..._.�_,z._ rJ I L -- __ __ I I I I 1 I aa" _-' ---I-__._—_ 48' ..-------- - --- 4s' _ 48, ------._--------_-_-- 72' - _-_--- - - --- --_ __. .__..... -__-- �2' -- i I I ?' _ n,I- ._ -_-_.. . I.�____. - - _ _.-. _. ...-__.... _I- ..IEEE. ____.. - 41' 24 48` 24 .- 4a __- J ?.2 __-"T'----.__-.__ ` -' , ____...."_----""i y. - <'G' I —8 cGD'NomJ8' G.t,ccD a' c.)D°Ncn/8' D.GG'^D----------I----------------_..----.----- -- ...-- ---- _ E?{ A V , r{�_ � Ei &, VLEW is aC # z ' i p n _ __._ 8' 0.00 LONG 5424PK 'vL_ 2 `Q-F ?�-._0.00"- LONG_5424�K; __.2.. _` 8— �%._ 1 � , ,-..i , ;- ...__.__„m._..,,.N..-. _ ___-.__IEEE_-S.-_.__„_._,_.._. --. .: . Ncl-F, Adni!','t o! hlxr, _. U}.:_ , r. r xe•l t+,pr„ > -, SPE`vIFICATIONS THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE ?RE -Nr,' F R TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK, SHALL 3_ _ISTe_77 WITH UNDERWRITERS 1_ARLRA,URs C INC. tUL) THE SYSTEM SHALL DE CAPABLE OF AUTOMAII Di Crt N FIMJ A TUA 17:'': WI9'H LOCAL L R REMU TE MANUAL ACTUATION ACCE'SSE7RIES A} T,_ A A.IL ABL s. FOR MECHANICAL DR ELECTRICAL GAS LINE SHUT-OFF APPLICATIONS, THE EXTINGUISHING AGENT SHALL BE. A POTASSIUM CARBONATE, POIASSfUM WN ACETATE -BASED FORMULATIFIN DESIGNED rOR FLAME KNOCKD AND SECU:EMENT OF CREASE RELATED FIRES IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGEN_. HANDLING AND USAGE. 'THE REGULATED RELEASE MECHANISM SHALL BE COMPA!IBi..F WITH A USI, t LINK DETECTION SYSTEM THE FUSIBLE'LINKSHALL BE SELECTED AN, INSTALLED ACCORDING ,G E OPERATING TEMPERATURE ii9 t VENTILATING SYSTEM. THE FUSIBLE LINK SHAL- BE SUPPORTED BY A DETECFOR ERACKE:/ LINKAGE ASSEMBLY. PLF_NUM PROTECTtUN NOZZLE APPLIANCE PROTECTION Nt777_I_E 11 DUCT PROTECTION NOZZLE'. 3 ,i-DETECTiRS OPTIONALPPE-WIRED LE TR AL ------- , I I! rr'', TFRMINR # X TH TFPA1'NAL S R t'S; I r i`t = '3 PHASE C ,A+ A T JRS AND OVERLOADS OADS _ � �' �, _ .IF A;'rLi�A.3LE? F'AN AND EIGHT '"'�-U/� CONTROL PANEL. TYPICALAA"SUI, R-_102 SYS7TL',�1T` -LAYOU 1: REMOTE MANUAL I ' 'U T,U \ I �r V '-, r'F M CAB: ' A NI SS STEEL - SI_iVII.L DF: UF, �- AGEN.. TANI, RELEASE/ BRACKE"i N"SE;BOY Xia..,..", F Ra S :R .,., .,,.... 1 L H _ - M dL*' ^r r'h ' 'i l) Z Q__ HQv r _ ,. WL=r 1 IX I E f >FM Y, :AR , ..„.RkA, AND S.:ii:,K 4}C. AN' a AP EF: 7 i, ! $' TT ,tNG PLATES P.L.Y RISE, ,IT!! `C DA'+P-R F. GPEE: STaiNi_ESS „EiU. PC'k}'ORAT't PAttft GN S1=C'Ttj2 VIEW - 1voDTL 5112?PIT tV1i - Q-_tiLL £' f -1 Y Y iJ V S JVl/u. J'f t) J r ,.ri fS. { 1 L 3_ 1 ._ l !L-j7�t L 1 ..-_. t- ___.. _,__ .._ -!II rF` V 1 . ... t ' f Sr1 i-G i,...ATV Ur1''. 4i: .. « Rr I Iry ... ,. T Ditu= ' 18 EK ra a 11,'J- �-— -------- i 4 I �z'. i�!K Ou �t s I _---_ ---- - - I E _ - ..; E z.K JuE.. 1 OIL'.' ,+�4 �- .-- _ ._ __.-_ . _ ___N -_ - _-J _ — ... ,._ .. ... _- II 7 _ , I''. i,r W t A o , ' �,A r ' �T , c i -_ oC{ i i y.=7 j {r - ------ .. ' ,. I 00 T , 0 JG 1G , .4UA FAA' 1:'�F'QR,�IA11Qd job 2944317 __�- __ .__ __ __. __. _ _ �_ . _IEEE._- _ r AN i _1 ±:"AST; TAG FAN _YL F"-o_ _.�...._ _.__. __. - 1:rn,. 1 rt..!"I ice. i BLOWEFI -$_R I I, i .. i -..0 `}Ni I G K-AI-GI% . GII, I All ; 1083 ..., I <:. _ - ,.. '........ -_--T .__._"' --'-'--------------_----:.._: N'A-2..G1D .IEEE.-:_ f_-.---_. .} -_..._..._ i ......... 4--­ _,.';.. -------. I + � ._. ..... i " z)1�3-NB j A'3 5r•:i'� u r s _ i,, ?a , ____ _. _ ....... _. FAN � -.. 'DINT J TAO .l .,, v ..; ty, - .)e+xi'rc-J P 1. ,-._.-»-._....._-,_- __ .._ _--. ._,......... .,__,_..,_....._..__....._........ . ........._-... _.__ ' C ea, sex ` I _.... .._ .. .. ___ _..._.... ... _. ! v, A r.t,i Put: :te `,Ipi 4apoo ,.,. 0-10V_C ke„ e. ,te._fre .,:, r+ ., : L.: ! 21� ! . M, to") �) —_}.--.-_. ._._. .-.-.-__—..__-_-_._. I r ea sc B x .-..-_-_--_--._-.--_ ­-1------------­-­-­, i -=y -.-. f Peas(. B(x ..... _ S �— C. ease ti.x _,-. IEEE-__-__,.- �..__._.. _._ _... __.__ _. . CR•_ N -.A.OGFN BULB. L55 SER'ES E2b s .NOP t i_ X !RE HIGH "MP ASSEMBLY, '-«;+Y I EXHAUST i SUPPI; Y 4BT i S ,., uXR THERMAL AND SNACK RcS:S'i ANT i UNIT I TAG. --T _ - -j I TN:i I GRAV -„'r as. I TM LkI .E Jj kr~, rASEI P DAMP, vi- A•c�= r_ ;A I•i E ^e t ')F� L y-C: l J-i (I:' -..D WRAP LR :7 GO' itIGH I YEs I .__.. t..__:: j ...L .+__ YCS ! _ �_. I ._ ._ i � i((.. ..,...., ..... _ .. _ , (SF tEUOU :7,I TYONS !ABLE` ,__'s _j,_ t _.{I.- 4 cS . O _ ._-_ I „ - 4 y tI - ---'r - __i 1 _ .1.. ,,,--._.A TACai.YG }I.ATt.S CU�if1.. A' S'1-�'I-HLLLi '5'-__,.... PPi. Y RIs R wI"Fi r Iv F.-._ -. _ _._ ._ I ( ........ ______.:.._-_.,____._..__.__ .___.:___-:_:.:.._ ._:.: ..___........,_. /'' ,.,..r.- V ., UME DAMPC"' .:C WE I:!1:T : _M. S -t" __a')J! RIPEN SIAJNLESS ` :/'- ``T,.EL E'ER ,.IhATEU PANEL {--..'7' ; I x i - { -_ 36 Lp$ _ .._ _._.-...,__ _.__-. 2� a0 t b x a� 7'3J x r O' r F'F Ir s 2 # a 29 LES r` '2 U W Lo70 x C i1 3 i# 3( 4 s 4 36 LBS 36 _BS L. e rr, 2 .Oro x 3 0 ... x 0000 c'i. 7 .. .. ic' L 0-_.' x C3 00 L x ROnt" i of p., k r I LBS Ott LBS _r __ u c ._ -,_-_ u.5C0 d x t ACC - x )- �. -- ...'d - rs , 3.:.Q.') W x 3 oJU°L. x 2) u,.C, -. . --- _. -- ----- --. _. _:.u. F i.... ... _._.. 12 va ..__ ...__..-i F. _ N4' = I R 'I '' s- r!. ,s;,Ax R' 1 -' ✓ ' I_-.__ r _-. 'FAN " x A3 }3 S Y aH i NTE% R D S -ICY `.IT VI TNI IB B. :DWtiR IN SILT N,) H13=NC. INTAKF itolrWITH n FILERS 3. 'DOWN DIS,.H,.a�_ - AIR r,:<,V RIG !i �) JYI L. Tf.<Nu _..0 ,,,, -i-' ;< 14 ;I/4` ' r' _ . __. _.._--.__ :_ .._....1. Lb' c�I'Mf N` G'vRS --' .J i i REYN 1. FNINi, 2' SMA,..eR THAN CU}„3 Uit,iINSION I -t# 21 }---'----- 24 14 - u�DUCTWORK BE : WEEN e_XHAUS'I RISER ON HOOD AND FAN (BY OTHERS) EL6�U, 96 3r:' ---------- 45 Ile- - I.. i.—_ - - - SERVICE - AIR, -LOW 4— !1 C INN , SW ..H \ W +J 3fa' B:OW R/MOU"R ACCFSS P.I'IOR 24' SERVICE� i� DIRECT RIVE NS 'iti�'iiN (NO sEL Si?U..LEYS) D U - ROOF MOUNTED FANS P,FS AURAN MOD E' , - CL r.,. D UL 62 - VARIABLE SPEED C13NTRUL INTERNAL WIRING wEA {ERPROOF DISCONNECT `+- RMAI_ OVERLOAD PROTECTION (SINGLE PHASE) - BIG.- H€AT OPERATION 300-F (149'C) - CREASE CLASSIFICATION TESTING NORMAL TEMPERA RE TES- EXHAUST FAN Moat OPERATE CONTINUOUSLY WNILE EXHAUSTING AIR A" 3 L. 49'C) t7NTJ ALL FAN PARTS HAVE REACHED THERMAL. EOLIILABRIUM, AND Yt<,rl,_:i' ANY DE'F'M t1RA"1NG EFFECT.'; -0 THE 'AN WHICH WOUI-D CAUSE: UNSP4 ,_ OPERATION. W-?1 ;QL_w,L13_KL=JI,11-LU1 EXHAUST FAN MUSE OPERATE N :KUOUSLY WH-. EXHAUSTING BURNING CREASE VAPORS AT 600':' (316'0 FOR A PERIOD Or 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. GREASE BOX 39 3f8.......... ...,... ,..... -_.._-_......... I T€MP--R TORE FEATURES: i - RDOF MOUNTED FANS . RESTAURANT MODEL. - UL705 AND UL762 I7 - AMC'A SOUND AND AIR CERTIFIED I - WIRING FROM MOTOR TO DISCONNECT SWITCH !-� __ -_- F - WEATHERPROOF DISCONNECT: HIG H GH HEAT OPERATION 300•F '149'C, I GREASE CLASSIFICATION TESTING i -r+A `ES' J '_ - 1 22 518 XHA ST FAN MUST OPERATE CONTINUOUSLY : WHILE EXIIAUS ING AIR AT GG F I49 C) I UN LL ALL FAN PARTS HAVE REACHED _.- I ( { RMAL EQUILIBRIUM, AND WI-HOUT ANY ` i RI0RA"INC EFFECTS TO THE FAN WHICH I -.. WO.lLD CAUSE UNSAFE. OPERATION, 1 xREAS - DR'IIAF .t 1 ..._..1.. ABNORMAL FLAB} 'UP TES' ' LX TAUS -AN MUST OPERATE CONTINUOUSLY _L...-.._ I_._I_. i. _._...._....____._I, -I ,Y+H E XHA,ISTING BURNING R A'. VAPORS -_I A G (31 C) FOR A P .R 7 } I i 1 1 4 { NU ES WITHOUT !HE AN B€ OMIN I I f--- 18 I/2 ---I i DAM C D TO ANY EXTENT THAT COOL., _A,USE IL.- .v_ -- _� ! AN UNSAFE CONDITION s II F--{---- ?d I: CREASE sax '1 /�I v v "I \- iIUC'I"WURK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) I t -----35' - : = (,,-4 �`►►11r Ir1* i CD l Ot,`670 = � 7S e• cY l� �. STATE % w �O " . % w s ORI.... �C�® 0 11/11 -j� m CCU' M Q 0 z Q Q LU Y z Q m w w a�x 1. ;;�' 16018 T. - VENTED �,� --__mil 41 v CURB 20 GAUGE STEEL "�- CONSTRUtTTON /_ _ 3' FLANGE / ROOF OPENING " DIMENSIONS PITCHED CURBS ARE AVAILABLE FOR PIT-HED ROOFS, 0° SPECIFY PP"CH: 2' EXAMPLE: 7/12 PITCH = 30' SLOPE VENTED CURB '0 GAUGE TEEL :ONSTRUCTION r , -n 5E P/ 1- - ROOF OPENING '-- Za DIMENSIONS P4 ^-`, PITCHED CURBS ARE AVAILABLE U' FOR PITCHED ROOFS. 0` SPECIFY PITCH i2' EXAMPLE: 7/I2 PTT--H = 30° SLOPE CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shel Zephyr Plaza ZEPHYRHILLS, FL MECHANICAL HOOD PLANS M 1 . 1 PLOT DATE: --1 GENERAL PLUMBING NOTES 1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. IT IS INTENDED THAT A 16.COORDINATE ALL FLOOR PENETRATIONS WITH STRUCTURAL DRAWINGS. THE PLUMBER SHALL SET SLEEVES IN FLOORS AND WALLS AND COMPLETE PLUMBING AND FIRE PROTECTION SYSTEM BE PROVIDED WITH ALL NECESSARY EQUIPMENT, APPURTENANCES AND CONTROLS ATTACHMENTS FOR HANGERS AS CONSTRUCTION PROGRESSES. COORDINATE THE EXACT SIZE AND LOCATION OF ALL SLEEVES WITH COMPLETELY COORDINATED WITH ALL DISCIPLINES. ALL PARAMETERS GIVEN IN THESE DOCUMENTS SHALL BE STRICTLY CONFORMED TO. ANY STRUCTURAL ENGINEER. ALL PENETRATIONS MUST BE SEALED AND HELD AS TIGHT TO COLUMNS OR WALLS AS POSSIBLE. ITEMS AND LABOR REQUIRED FOR A COMPLETE PLUMBING AND FIRE PROTECTION SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS, LOCAL AUTHORITIES AND THESE CONTRACT DOCUMENTS SHALL BE FURNISHED WITHOUT INCURRING ANY ADDITIONAL COST TO 17.COORDINATE ALL UNDERGROUND PIPING WITH GRADE BEAMS, WALL FOOTINGS, COLUMN FOUNDATIONS AND OTHER STRUCTURAL THE OWNER. CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS. CONDITIONS. 2. COORDINATE ALL WORK WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL TRADES. PIPE ROUTING SHOWN IS 18.ALL DRAINAGE PIPING AND VENT PIPING SHALL SLOPE AT 1/8 INCH PER FOOT UNLESS OTHERWISE NOTED. DIAGRAMMATIC. PROVIDE ALL OFFSETS, ETC. TO AVOID INTERFERENCES WITH EQUIPMENT, PIPING, DUCT WORK, LIGHTS, CONDUITS, AND STRUCTURAL ITEMS, ETC... 19.EXACT LOCATION OF ALL CLEANOUTS MUST BE COORDINATED AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 3. ALL DRAINAGE PIPING AND POTABLE WATER PIPING SHALL BE CONCEALED INSIDE WALLS AND PIPE CHASES OR ABOVE CEILINGS AS HIGH AS 20. SANITARY VENTS MUST TERMINATE A MINIMUM OF 10 FT. FROM OR 2 FT. ABOVE AIR INTAKES, WINDOWS OR VENT SHAFTS. POSSIBLE. 21. ALL HOSE BIBBS AND WASHDOWN FAUCETS ARE REQUIRED TO HAVE PROPER BACKFLOW PREVENTERS WHERE HOSES ARE ATTACHED AND 4. EXPOSED PIPING AT FIXTURES SHALL BE SECURED TO WALLS CONSTRAINED AGAINST ANY FREE -MOVEMENT OF PIPING. LEFT UNATTENDED. CHEMICAL FEED SYSTEMS AT COMMERCIAL KITCHENS SHALL HAVE DEDICATED BACKFLOW PREVENTERS SEPARATE FROM WASHO-DOWN OR HOSE BIB FIXTURES. 5. CONTRACTOR SHALL MAKE FINAL CONNECTION TO ALL DOMESTIC WATER, SANITARY SEWERS, STORM DRAINS, FIRE SUPPLY AND GAS SERVICES AT APPROXIMATELY S-0" FROM BUILDING STRUCTURE UNLESS OTHERWISE NOTED. 22. PROVIDE 12" x 12" ACCESS PANELS FOR SHOCK ABSORBERS, TRAP PRIMERS AND ALL VALVES LOCATED ABOVE NON -ACCESSIBLE CEILINGS AND INSIDE PIPE CHASES, EXACT LOCATION MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND APPROVED BY ARCHITECT PRIOR 6. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR LOCATION OF ALL PLUMBING FIXTURES. EXACT LOCATION OF ALL PLUMBING TO INSTALLATION. ALL ACCESS PANELS SHALL BE LOCATED SO THAT THEY ARE NOT VISIBLE TO PUBLIC VIEW. FIXTURES MUST BE VERIFIED IN FIELD PRIOR TO INSTALLATION. FINAL LOCATIONS AND HEIGHTS SHALL BE AS DIRECTED BY ARCHITECT. 23. WALL HYDRANTS AND HOSE BIBBS SHALL BE MOUNTED 1' - 6" ABOVE GRADE OR FLOOR LEVELS. 7. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTION TO ALL EQUIPMENT INDICATED ON DRAWINGS INCLUDING KITCHEN AND LAUNDRY C L ANY ADAPTERS NIPPLES INSTRUCTIONS. FINAL CONNECTION SHALL INCLUDE N EQUIPMENT PER MANUFACTURER'S SPECIFIC INSTALLATION , IT CONTINUOUS AIR -TIGHT VAPOR BARRIER WITH NO LOOSE TAPE OR EXPOSED INSULATION 24. PIPING INSULATION SHALL BE PROVIDED WITH SHUTOFF VALVES, PRESSURE REGULATING VALVES, SHOCK ABSORBERS, BACKFLOW PREVENTION DEVICES, ETC. CONTRACTOR SHALL MATERIAL. CONDENSATE PIPING SHALL BE PROVIDED WITH ELECTROMETRIC INSULATION. ALL INSULATION AND WRAPPING JOINTS AND SEEMS COMPLETELY REVIEW EACH EQUIPMENT ITEM'S INSTALLATION INSTRUCTIONS PRIOR TO COMMENCEMENT OF WORK. ALL ITEMS REQUIRED FOR SHALL BE PROVIDED WITH 1 OVERLAP AND MANUFACTURER RECOMMENDED, AIR-TIGH MASTIC AT ANY INSULATION OR VAPOR BARRIER JOINTS. INSTALLATION ARE INCLUDED IN THE PLUMBING CONTRACTOR'S SCOPE. INSULATION SHALL BE INSTALLED WITH FULL THICKNESS; FREE OF ANY INSULATION COMPRESSION. PROVIDE RIGID INSULATION SECTION AT ALL PIPING HANGERS. 8. DO NOT RUN PLUMBING OR FIRE PROTECTION PIPING THROUGH TRANSFORMER VAULTS, ELECTRICAL CLOSETS, ELECTRICAL SWITCHGEAR ROOMS, ELEVATOR EQUIPMENT ROOMS, COMPUTER ROOMS OR TELEPHONE ROOMS. DO NOT RUN ANY PIPING ABOVE ELECTRICAL PANELS OR 25. PROVIDE A VALVE BYPASS AT ALL EQUIPMENT INCLUDING WATER HEATERS, STORAGE TANKS WATER SOFTENERS, BOOSTER PUMPS, FIRE OTHER ELECTRICAL/CONTROLS COMPONENTS. PUMPS, ETCO FOR MAINTENANCE OF EQUIPMENT. 9. ALL COMMERCIAL FIXTURES SPECIFIED BY AN EQUIPMENT PROVIDER SHALL OVERRIDE ANY SPECIFIED PLUMBING FIXTURES ON THIS PLAN. THE 26. PROVIDE BALL VALVES AT ALL BRANCH LINES SERVING MULTIPLE FIXTURES. PROVIDE ACCESSIBLE BALL VALVE AT EACH FIXTURE PLUMBER SHALL COORDINATE FINAL REQUIRED FIXTURES WITH OWNER/EQUIPMENT SUPPLIER. VERIFY CONNECTION SIZE AND LOCATION OF CONNECTION (IN ADDITION TO ANY EXPOSED STOPS) OR FIXTURE HEADER BRANCH CONNECTION. ALL ITEMS WITH KITCHEN EQUIPMENT DRAWINGS. 27. ALL HAND -WASHING BASINS AND LAVATORIES INSTALLED SHALL BE EQUIPPED WITH HOT AND COLD WATER THROUGH A MIXING VALVE 10.PROVIDE AN EXPANSION JOINT ON ALL PIPING SYSTEMS THAT CROSS BUILDING EXPANSION JOINTS. UNLESS A TEMPERED WATER SUPPLY IS INDICATED. 11.PROVIDE CONNECTION TO EXISTING WATER SERVICE WHERE AVAILABLE. PROVIDE WATER METER, PRV STATION WITH FULL SIZE BYPASS, AND 28. INSTALL VACUUM BREAKERS A MINIMUM OF 6" ABOVE THE FLOOD LEVEL RIM OF A FIXTURE SERVED WITH NO SHUT-OFF DEVICES BEYOND THE RPZ VALVE. COORDINATE METER AND BACKFLOW REQUIREMENTS WITH LOCAL AUTHORITY AND UTILITY COMPANIES. CONNECT TO EXISTING DISCHARGE OF THE VACUUM BREAKER, SANITARY AND KITCHEN WASTE STUB WHERE AVAIALBLE. CONNECTIONS TO EXISTING UTILITIES SHALL BE COORDINATED IN THE FIELD FOR EXACT LOCATION AND INVERT AVAILABILITY. 29. THE USE OF RISER CLAMPS TO SUPPORT VERTICAL PIPE ALONG WALLS, OR COLUMNS IS PROHIBITED. PROVIDE B-LINE 22 STRUT & B-2000 PIPE CLAMPS 12.PROVIDE GAS CONNECTION TO EXISTING METER WHERE POSSIBLE. PROVIDE CONNECTION TO ROOF MOUNTED EQUIPMENT AND TO KITCHEN EQUIPMENT AS INDICATED ON KITCHEN EQUIPMENT DRAWING. PROVIDE SHUT-OFF VALVES AT ALL POINTS OF CONNECTION. PROVIDE 30. CONTRACTOR SHALL HANG ALL PIPING FROM THE STRUCTURAL MEMBERS (W-SHAPES. BAR JOISTS) WITH CLAMP -TYPE CONNECTIONS. PIPING SOLENOID SHUT-OFF VALVE FOR GAS ITEMS UNDER KITCHEN HOODS. INTERLOCK SOLENOID WITH HOOD FIRE PROTECTION SYSTEM. GAS SHALL NOT BE SUPPORTED FROM THE METAL DECK. STRUCTURAL MEMBERS SHALL NOT BE CUT OR DRILLED. PIPING SHALL NOT BE ROUTED BELOW FLOORS. PIPING INDICATED AS BELOW SLAB SHALL BE PROVIDED IN A PREFABRICATED MODULAR STAINLESS STEEL UTILITY TRENCH. 31. ALL JOINTS, ANNULAR SPACES, OR OPENINGS INTO HOLLOW OR INACCESSIBLE AREAS ARE TO BE CLOSED TO 1/32" OR LESS FOR FOOD SERVICE AREAS. 13.ALL PLUMBING FIXTURES, PIPING, AND MATERIALS SHALL BE LISTED OR LABELED AND INSTALLED AS PER A RECOGNIZED APPROVAL AGENCY. 32. ALL ANNULAR SPACES ARE TO BE CLOSED AND ESCUTCHEON PLATES AT HAND WASHING AREAS MUST BE SECURED. 14.ALL WORK WITHIN THIS SCOPE OF WORK SHALL COMPLY WITH ALL CITY, STATE AND NATIONAL PLUMBING CODES. ALL WORK SHALL CONFORM TO BUILDING STANDARDS. 33. INSTALL VACUUM BREAKERS A MINIMUM OF 6" ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE SERVED WITH NO SHUT-OFF DEVICES BEYOND THE DISCHARGE OF THE VACUUM BREAKER. 15.PLUMBING CONTRACTOR SHALL VERIFY VOLTAGE, PHASE AND WIRE SIZE OF PLUMBING EQUIPMENT REQUIRING ELECTRICAL CONNECTION WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASE OF EQUIPMENT 34. ALL JOINTS, ANNULAR SPACES, OR OPENINGS INTO HOLLOW OR INACCESSIBLE AREAS ARE TO BE CLOSED TO 1/32" OR LESS FOR FOOD SERVICE AREAS. PLUMBING FIXTURE SCHEDULE FIXTURE TAG DRAIN VENT CW HW GAS FIXTURE DESCRIPTION _ FIXTURE SPECIFICATION VALVE/FACUET SPECIFICATION WC-1 3 1-1/2" 1-1/4" SLOAN VITREOUS CHINA, FLOOR MOUNTED SIPHON JET, 1-1/2" TOP SPUD, CENTOCO 500 STSCCSS, EXTRA HEAVY DUTY INTEGRAL PRESSURE ASSIST ADA FLOOR WATER CLOSET 1" CON. ST-2003-1.6 SOLID PLASTIC, ELONGATED OPEN FRONT SEAT, WHITE, INSTALLED PER ADA REQUIREMENTS LV-1 1-1/2" 1-1/4" 1/2" 112" KOHLER GREENWICH VITREOUS CHINA, 20"X18" WALL HUNG 4" CENTERS, WITH OVERFLOW AND GRID DRAIN, JAY R. SMITH 0700-M31 DELTA 2529 LF WALL LAVATORY K-2030 SERIES CARRIER, PROVIDE CHROME PLATED LOOSE KEY ANGLE STOP, ESCUTCHEON, P-TRAP AND SUPPLIES. 0.5GPM VANDAL RESISTANt AERATOR INSTALLED PER ADA ACCESSIBILITY: TRUEBRO LAV GUARD UNDERSINK PROTECTIVE COVERS FOR P-TRAP AND ANGLE VALVE ASSEMBLIES MODEL 102 MS-1 3" 1-1/2" 3/4" 3/4" FIAT ONE PIECE SERVICE BASIN; AND 3.0 GPM FLOW RESTRICTOR; DELTA 28T910 STAINLESS STEEL MOP HOLDER; DELTA 28T9 MOP SERVICE BASIN MSB-2424 28T911 HEAVY DUTY 31" LONG REINFORCED HOSE, BRASS COUPLING, STAINLESS STEEL HANGER BRACKET, WITH INTERGRAL VACUUM BREAKER FD-1 3" 1-1/2" JAY R. SMITH CAST IRON BODY WITH NICKEL. BRONZE GRATE, 8-1/2" ROUND GRATE; SEDIMENT BUCKET; VANDLE PROOF GRATE; FLOOR DRAIN 2210.00 P050 TRAP PRIMER OPTION. CAST IRON GRATES NOT PERMITTED. FS-1 3" JAY R. SMITH CAST IRON FLANGED RECEPTOR WITH SEEPAGE HOLES; ACID RESISTANT COATED INTERIOR; 8-1/2" NICKEL BRONZE FLOOR SINK 3100.00 RIM AND SECURED GRATE: SEDIMENT BUCKET; P-050 TRAP PRIMER OPTION. CAST IRON GRATES NOT PERMITTED. FCO 4" JAY R. SMITH CAST IRON CLEANOUT; NICKEL BRONZE 6" ROUND ADJUSTABLE SCORIATED VANDAL PROOF TOP; GASKET SEAT_ FLOOR CLEAN OUT 40205 ABS THREADED PLUG WITH SLOT 1-0 RECEIVE 1/2" BAR STOCK. ARFCO- ACID RESITANT OPTION. WCO 4" JAY R. SMITH CAST IRON SPIGOT FERRULE; CAST BRONZE TAPER THREADED COUNTERSUNK PLUG WITH SLOT TO RECEIVE 1/2" WALL CLEAN OUT 4420.00 BAR STOCK UR-1 2 1-1/4" 3/4" SLOAN VITREOUS CHINA, WALL HUNG SIPHON JET WITH FLUSHING RIM, 3/4" TOP SPUD ; JAY R. SMITH 0644 FLOOR CARRIER. URINAL SU-1005-.5 MOUNT UR-2 AT HANDICAP HEIGHT. I GCO 4" JAY R. SMITH CAST IRON SPIGOT FERRULE; CAST BRONZE TAPER THREADED COUNTERSUNK PLUG WITH SLOT TO RECEIVE 1/2" GRADE CLEAN OUT 4261L WHA JAY R. SMITH 5000 SERIES STAINLESS STEEL PRESSURIZED COMPRESSION CHAMBER; THREADED NIPPLE CONNECTION; SIZE AS INDICATED WATER HAMMER ARRESTOR i. MXV-1 1/2" POWERS MIXING VALVE, SOLID BRASS WITH INTEGRAL CHECK. THREADED UNION CONNECTIONS. ASSE1017 MIXING VALVE LM495- SINGLE FIXTURE _ MXV-2 3/4" POWERS MIXING VALVE, SOLID BRASS WITH INTEGRAL CHECK. THREADED UNION CONNECTIONS. ASSE1017 MIXING VALVE LM491 MULTI -FIXTURE VALVE 1. ALL FIXTURES, EQUIPMENT, TRIM, FITTINGS, ETC. SHALL COMPLY WITH LOCAL, STATE AND/OR FEDERAL REGULATIONS AND CODES, INCLUDING BUT NOT LIMITED TO WATER AND ENERGY CONSERVATION CODES, AND THE AMERICANS WITH DISABILITIES ACT (ADA). THE SCHEDULE REFLECTS FIXTURES AND EQUIPMENT WHICH ARE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR CONTRACTORS BASE BID, WHERE SPECIFIED FIXTURES AND/OR EQUIPMENT ARE NOT IN COMPLIANCE WITH GOVERNING CODES AND REGULATIONS, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR THE SUBSTITUTIONS OF COMPLYING FIXTURES, EQUIPMENT FITTINGS ETC. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTORS BASE BID INCLUDES ALL COSTS NECCESSARY TO MEET ALL REGULATIONS AND CODES. CHROME WALLCOVER AND SCREW - PLUGGED TEE W/CLEANOUT MAY EXTEND AS A WASTE OR VENT WALL FLOOR LINE WALL CLEAN OUT DETAIL SCALE: NONE fit I I I I I I I EQUIPMENT DRAIN I I I I LJ _ .-C N < CONCRETE SLAB 12"X12" WHITE ENAMEL, CAST IRON 3/4 GRATE DRAIN COVER DOMED GRATE ALL FLOOR SINKS MUST BE FLUSH WITH THE CONCRETE SLAB CONCRETE SLAB DEEP SEAL TRAP �- BRASS FLOOR DRAIN COVER FINISH FLOOR FLOOR DRAIN SCALE: NONE I II, PETERSON PLUMBING PRODUCTS P2-500 TRAP PRIMER OR EQUAL AVOID DIRECT INSTALLATION TO PREVENT FOREIGN MATERIAL FROM ENTERING DIRECTLY INTO PRIMER TRAP PRIMER VALVE --BACK FLOW PREVENTER -VACUUM BREAKER PORTS SEWER GASES TRAP PRIMER VALVE SHOULD' ATER BE MOUNTED 1' ABOVE THE FINISHED FLOOR FOR EVERY 20' OR PRIMER LINE. WALL PLATE 1/4" CLOSE NIPPLE HINGED PIPE HANGER I FOR I" PIPE P I LJ 1 1/4" MAX UNDER �IOOO FLOOR SINK TRAP PRIMER DETAIL PIPE SUPPORT DETAIL. SCALE: NONE SCALE: VONE SCALE: NONE BACKFLOWPREENTER MATRIX MODEL SERVES TYPE 1PC LISTING WATTS 009 WATER SERVICE OUTDOOR RPZ ASSE 1013 WATTS SD-3 CARBONATOR CO2 CHECK ASSE 1022 WATTS 7 FOOD SERVICE WATER FILTER DOUBLE CHECK ASSE 1024 WATTS 7 RINSE FAUCETS MULTI COMP SINK DOUBLE CHECK ASSE 1024 INTEGRAL TO FIXTURE HOSE BIB DOUBLE CHECK ASSE 1052 WATTS _.. CHEMICALS DISP. DOUBLE CHECK ASSE 1024 WATTS SD-3 CARBONATED DRINK DISPENSER CO2 CHECK ASSE 1022 WATTS 7 ICE MAKER DOUBLE CHECK ASSE 1024 WATTS 7 NON-CARB DRINK DISPENSER DOUBLE CHECK ASSE 1024 WATTS 288A WATER HEATER VACUUM BREAKER VACUUM BREAKER ASSE 1001 �:l NOTES: i I I 1. PROVIDE HANGING ALUMINUM TAG FOR EACH BFP WITH THE BFP DESIGNATOR AND LISTING ETCHED IN AS INDICATED ABOVE. 2. TENANT SHALL PROVIDE TESTING FOR EACH BFP AT THE TIME OF ISNTALLATION/RELOCATION AND ANNUALLY THEREAFTER 3. TESTING PROCEDURES TO BE PERFOMED PER LOCAL CODE 4. MOUNT WITH BFP ACCESSIBLE FOR TESTING/REPAIR ATA MINIMUM 1" ABOVE FLOOR AND MAXIMUM 5' ABOVE FLOOR 5. PROVIDE ACCESS PANELS FOR BFP THAT ARE INSTALLED WITHIN WALLS WHERE SURFACE MOUNTING IS NOT POSSIBLE. 6. PROVIDE IN ACCORDANCE WITH THE REQUIREMENTS OF LOCAL CODE. 7. ALL BFP MUST BE LEAD FREE ASSEMBLY END CATER HEATER SCHEDULE LAYOUT STORAGE GAS INPUT OUTPUT ELECTRICAL GPH RECOVERY TEMP ELEC EXPANSION TANK MARK TYPE BASIS GALLONS MBH MBH CAPACITY KW Ca 80 DEG RISE SETTING VOLT/PHASE ACCPETANCE GAL WH-1 GAS - INSTANT NORITZ MC 380 - 380 361 - 173.00 140 120/1 1. PROVIDE CONDENSATE NUETRALIZER AND CONDENSATE TRAP FOR WATER HEATER. ROUTE CONDENSATE TO EXTERIOR OR FLOOR DRAIN. 2. PROVIDE REGULATOR FOR WATER HEATER SERVED BY GAS PIPING PRESSURE GREATER THAN 10" WC. PROVIDE GAS SHUTOFF AT EACH WATER HEATER 3. PROVIDE INDIVIDUAL FIXTURE MIXING VALVES SET TO 110 DEGREES FOR HAND WASHING FIXTURES. 4. PROVIDE PVC FLUE AND COMBUISTION AIR VENT ITH WITH ACCESSORY TERMINATION KIT PER MFG INSTRUCTION. i NICKLE BRONZE ADJUSTABLE SCORIATED SECURED COVER. FLUSH WITH FLOOR BRONZE TAPER THREAD PLUG LINE WITH COUNTER SUNK HEAD 9 COPPER OR LEAD SLEEVE WITH FLANGE - 1-f r I a� 1S MAX 45 WYE AND 1/8TH BEND FLANGE FI T TING OR COMBINA`iON VENT PIPE CONTINUOUS CONTINUOUS FITTING ---- S __ WASTE LINE LENGTH N qqq TO SUIT , I ROOF MASTIC WELD JOINTS � // WELD JOINTS ROOF DECK I ROOF DECK BOLTS W NUTS-' d��?mVALVES- / / THREADED JOINT FLOW � FLOW I ; I .� WELDED FLANGES PACK W/OAKUM OR EQUAL / MATERIAL TO PREVENT WALL BRACKET SUPPORT NOTE: I WITHIN 12" OF FLANGES CLEAN -OUT TO BE J.R. SMITH MODEL 4100-F SERIES OR EQUAL INSTALLATION SHALL BE ASPHALT DRAINAGE GAS FLUSH WITH SURROUNDING FLOOR SURFACES. CAS SHUTOFF VALVES DETAIL FLOOR CLEANOUT DETAIL VENT TI-IRU ROOF OUNT �iERTlCALLYi SCALE: NONE SCALE: NONE &P VALVE DRAIN VALVE /4" GAS DRAIN NATURAL GAS INST. WATER HEATER DETAIL V H V O t T w CV UC�Z LLJ C/D (9 Li rV V�L0 � U W0� C--I Q U J hoc=�LLJ UZc)co N U cr '�I- N Q U) z_ CD o . • G*E Ny • 167084 Q *_ -0 W • / • LU TATIlk J Q Li U) z Q Ed W LU J 16018 0 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shel Zephyr Plaza ZEPHYRHILLS, FL PLUMBING SCHEDULES AND DETAILS Po. 1 PLOT DATE: FD_1 3' cr 3' FS-1 .. . . ........... — — — — - — - - - — - - .............. .. ........ . .... ... .. .. .... ........ . ... ... ...s I N 0. E bT', w �.O R I IONAL ui CE ci Lij v co Z cd LU LUI 16018 o A A A A A CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL PLUMBING SANITARY PLAN P1.0 SANITARY WASTE AND VENT FLOOR PLAN. 1/4 11 = 1 1- 0 11 PLOT DATE: _ _ _ _ _ _ _ _ _ _ _, _ _ u 4, , l , L _ i _ 1 L.,,_ l i, I_ 1 i1_;. ewe l uuuAu .1 .li ,HI1.lY. �. _ + ,�I � IL✓�l. .1�. _.�1.-1 �— -- —� -,.._... _�.. .I:: L.L .: - � V u : il_ i:..� .. u.:.IY ., 11 � ylli�IWlll11L . — � 1 --- ----- ��.� �u� .�n—�_� L� l�:.l ,_-- - — �.l..�i.�1u..�a�.Q..�,,lu 1 d:all< l ll_ I-- •- -la:.: � _i��L -,, - ! -•. �, , �_ � •cll, s. .�#,�IIULIWl11�.1•..�.0 ..: - — - - - - - 12" DOMESTIC WATER AND GAS FLOOR PLAN 1 /411 = 1 1-011 1/2" FILTERED WATER TP-1 � 11 � LV -I - 3/4 3/4" WC `I I kvn.Qi 1 " 150 I� LV-1 11 (I �No €a I I = I TP-1 WC-1 3/4" I D N I I \ I I P D I 2" I I b N I I � . —GAS —GAS 1 -._ _.... ...... .. __ D � I 3/4" 60 CFH 'I --� GAS --- GAS iG iCS iv G) i \ � I ---- RTU-4 i b K �: L7 II V Q 1 w s rr w J_ I D \ n CV i U u�u 1� n O Z� w CD co tT rr N a O (D v�co W co w � `� z LLJ co Uwc Ln__j. w�Q�l- x = T N � V� W z U) m M. w o4 16018 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER. - STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL PLUMBING DOMESTIC WATER PLANS P2.0 PLOT DATE: ELECTRICAL LEGEND ❑O �O FLUORESCENT TROFFER, TYPE AS NOTED DUPLEX RECEPTACLE 18" AFF OR AS NOTED, NEMA 5-20R FLUORESCENT TROFFER, TYPE AS NOTED SP @= SURGE PROTECTION DUPLEX RECEPTACLE, 20A, 125V PROVIDE WITH EMERGENCY BALLAST HUBBELL CATAO HBL5360SA, NEMA 5-20R ® FLUORESCENT TROFFER, TYPE AS NOTED 0= DUPLEX RECEPTACLE ABOVE COUNTER OR AS NOTED, NEMA 5-20R ® FLUORESCENT TROFFER, TYPE AS NOTED QUAD RECEPTACLE PROVIDE WITH EMERGENCY BALLAST 18" AFF OR AS NOTED, NEMA 5-20R O RECESSED CAN FIXTURE, TYPE AS NOTED IG DUPLEX RECEPTACLE 18" AFF OR AS NOTED, NEMA 5-20R O RECESSED CAN FIXTURE, TYPE AS NOTED SPECIAL PURPOSE RECEPTACLE PROVIDE WITH EMERGENCY BALLAST 18" AFF OR AS NOTED, SEE SCHEDULE F-<>--i FLUORESCENT STRIP FIXTURE Fo/ JO WALL / CEILING MOUNTED JUNCTION BOX 60/3/1 UNFUSED DISCONNECT SWITCH WALL MOUNTED FIXTURE, TYPE AS NOTED ❑i RATING/POLES/NEMA RATING 60/3/3R/40 FUSED DISCONNECT SWITCH PENDANT FIXTURE, TYPE AS NOTED RATING/POLES/NEMA RATING/FUSE SIZE PENDANT FIXTURE, TYPE AS NOTED MOTOR PROVIDE WITH EMERGENCY BALLAST •j••�•;• TRACK LIGHT FIXTURE, TYPE AS NOTED �II GROUND EMERGENCY LIGHT 0 TELEPHONE OUTLET, PROVIDE 4- BOX SINGLE GANG PLASTER RING, 1" C STUBBED 6" ABOVE CEILING TELEPHONE OUTLET, PROVIDE 4" BOX EXIT/EMERGENCY LIGHT COMBINATION -� HALF SHADED- INDICATES SINGLE JACK, FULL SHADED INDICATES TWO JACKS. NETWORK WIRING SYSTEM: ® CEILING MOUNTED EXIT SIGN CAT 5E 110, RJ45 JACK WIRED TO SPEC 568B MODULAR JACK PROVIDE ONE JACK AND ONE POSITION IVORY FACEPLATE AT WALL MOUNTED EXIT SIGN SINGLE JACK LOCATIONS AND TWO AT DOUBLE LOCATIONS. CONTACT PHIL BENTON, 678-966-3335 FOR INFO. DOUBLE BOX, AS DESCRIBED ABOVE EXCEPT CONNECT 2 LINES SINGLE POLE SWITCH, 44" AFF - DIRECTLY FROM PUNCH BLOCK (D-MARK) TO DOUBLE BOX IN MANAGEROFFICE TWO SINGLE POLE SWITCHES GANGED TOGETHER FOR INNER/OUTER CONTROL OF LAMPS, 44" AFF THREE SINGLE POLE SWITCHES GANGED TOGETHER SINGLE BOX- MANAGER'S/FAX, DEDICATED ANALOG TELEPHONE 44" AFF ® LINE WITH RINGMASTER, CAT 5E, RJ11 - NOT TO BE ROUTED THROUGH TELEPHONE SYSTEM. TERMINATE AT PUNCH BLOCK THREE WAY SWITCH, 44" AFF (D-MARK) TWO THREE WAY SWITCHES GANGED TOGETHER SINGLE BOX- DSL/LSR DEDICATED ANALOG TELEPHONE LINE FOR INNER/OUTER CONTROL OF LAMPS, 44" AFF 0 WITH RINGMASTER, CAT 5E, RJ11 - NOT TO BE ROUTED THRU TELEPHONE SYSTEM, TERMINATE AT PUNCH BLOCK (D-MARK) FOUR WAY SWITCH, 44" AFF 4 WALL BOX DIMMER 1000W UNLESS NOTED DIFFERENTLY all SPEAKER STROBE 44" AFF $WP WEATHER PROOF SWITCH, 44" AFF QN HORN $M MOTOR RATED SWITCH, 44" AFF OR AS NOTED IN PULL STATION o $OS COMBINATION SWITCH AND OCCUPANCY SENSOR, 44" AFF Q FIRE ALARM STROBE, MIN 75 CANDELA CEILING / WALL MOUNT $T DIGITAL TIMER SWITCH, 44" AFF DUCT MOUNTED SMOKE DETECTOR ®X CEILING MOUNTED OCCUPANCY SENSOR OS SMOKE DETECTOR �X WALL MOUNTED OCCUPANCY SENSOR, 44" AFF OH HEAT DETECTOR T� TIME CLOCK TS TAMPER SWITCH ®� SINGLE DOME, CEILING AND WALL MOUNTED SECURITY 0FLOW SWITCH CAMERAS. FURNISHED AND INSTALLED BY OTHERS, ® PHOTO CELL a'�-� RACEWAY CONCEALED IN WALL OR ABOVE CEILING ® 8" CONE SPEAKER IN CEILING RACEWAY EXPOSED EC TO PROVIDE BLACK SPEAKER /0-\ 8" CONE SPEAKER IN WALL ��� RACEWAY CONCEALED IN FLOOR SLAB, BELOW SLAB OR GRADE EC TO PROVIDE BLACK SPEAKER BELOW SLAB OR GRADE, OR UNDER RAISED ACCESS FLOOR 1 VOLUME CONTROL - 0 DENOTES CONDUIT TURNING UP IN PLAN VIEW PLYWOOD EQUIPMENT BACKBOARD -------- 0 DENOTES CONDUIT TURNING DOWN IN PLAN VIEW 4'X8' UNLESS NOTED OTHERWISE CC CLOSED CIRCUIT TELEVISION CAMERA STUB UP COAXIAL CABLE OUTLET XXXX SHORT CIRCUIT AVAILABLE CURRENT (NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS AND ARE USED AS APPLICABLE TO THIS PROJECT) ABBREVIATIONS A, AMPS AMPERES FLA FULL LOAD AMPERES NO NORMALLY OPEN, A/C AIR CONDITIONER GND GROUND NUMBER AC ALTERNATING CURRENT GALV GALVANIZED NTS NOT TO SCALE AF AMPERE FRAME GRS GALVANIZED RIGID STEEL PNL PANELBOARD AFF ABOVE FINISHED FLOOR GFCI GROUND FAULT PVC POLYVINYL CHLORIDE AFG ABOVE FINISHED GRADE CIRCUIT INTERRUPTER RGS RIGID GALVANIZED AIC AMPERE GFI GROUND FAULT INTERRUPTER RMC STEEL CONDUIT RIGID METALLIC INTERRUPTING CURRENT AL ALUMINUM HD HEAT DETECTOR CONDUIT (GALVANIZED) ANSI AMERICAN NATIONAL HP HORSEPOWER RMS ROOT -MEAN -SQUARE STANDARDS INSTITUTE IMC INTERMEDIATE METAL CONDUIT RNC RIGID NON-METALLIC AWG AMERICAN WIRE GAUGE ISC INTERRUPTING SHORT CIRCUIT CONDUIT BC BARE COPPER IG ISOLATED GROUND SCA SHORT CIRCUIT BKBD BACKBOARD INST INSTANTANEOUS AVAILABLE JB JUNCTION BOX SWBD SWITCHBOARD C CONDUIT KAIC KILO (THOUSAND) AMPERES SWGR SWITCHGEAR CB CIRCUIT BREAKER INTERRUPTING CAPACITY TBD TO BE DETERMINED CKT CIRCUIT KCMIL KILO (THOUSAND) TCP TEMPERATURE CONTROL CU COPPER CIRCULAR MILS PANEL DIST DISTRIBUTION KV KILO (THOUSAND) VOLTS TD TIME DELAY DIN DOWN KVA KILO (THOUSAND) TEL TELEPHONE DP DISTRIBUTION PANEL VOLT-AMPERES TVSS TRANSIENT VOLTAGE DWG DRAWING KW KILO (THOUSAND) WATTS SURGE SUPPRESSION EB ENCASED BURIAL KWH KILO (THOUSAND) WATT-HOURS TYP TYPICAL EC EMPTY CONDUIT LFMC LIQUID -TIGHT FLEXIBLE UG UNDERGROUND EEW ENERGIZED ELECTRICAL WORK METAL CONDUIT EGC EQUIPMENT GROUNDING MCB MAIN CIRCUIT BREAKER UL UNDERWRITER'S LABORATORIES CONDUCTOR MCM THOUSAND CIRCULAR MILS UON UNLESS OTHERWISE ELR END -OF -LINE RESISTOR MCCB MOLDED CASE UNDERGROUND PULLBOX EWC ELECTRIC WATER COOLER MLO MAIN LUGS ONLY V VOLTS <E> EXISTING N NEUTRAL VA VOLT-AMPERES <ER> EXISTING TO REMAIN NEC NATIONAL ELECTRICAL VFD VARIABLE <EX> EXISTING CODE FREQUENCY DRIVE FA FIRE ALARM NESC NATIONAL ELECTRICAL WH WATER HEATER FAA FIRE ALARM ANNUNCIATOR SAFETY CODE WP WEATHERPROOF ELECTRICAL SPECIFICATIONS A. DEFINITIONS: 1. "PROVIDE": FURNISH AND INSTALL, COMPLETE AND READY FOR OPERATION. 2. "INSTALL": RECEIVE, MOUNT, AND CONNECT, COMPLETE AND READY FOR OPERATION. 3. "FURNISH": SUPPLY, DELIVER TO JOB SITE, PROTECT AND STORE. B. WORK INCLUDED: PROVIDE ALL LABOR, TOOLS, MATERIAL, EXCAVATION, BACKFILL, CUTTING, PATCHING, TESTING, ADJUSTING, AND TRADE COORDINATION REQUIRED FOR A COMPLETE AND FULLY OPERATIONAL INSTALLATION, AS DESCRIBED ON THE DRAWINGS OR IN THE SPECIFICATIONS. C. CODES, RULES, AND REGULATIONS: COMPLY WITH ALL CODES ENFORCED BY THE LOCAL INSPECTION AUTHORITY, THE EDITION OF THE NATIONAL ELECTRICAL CODE BEING ENFORCED FOR THIS PROJECT BY THE LOCAL INSPECTION AUTHORITY, ALL APPLICABLE LAWS AND ORDINANCE, NFPA FIRE CODES, STANDARD BUILDING CODE. GIVE ALL NECESSARY NOTICES, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL INSPECTION AND OTHER FEES REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THE WORK. D. MATERIALS: ALL MATERIAL SHALL BE NEW, AND SHALL COMPLY WITH THE INDICATED STANDARDS. ALL MATERIAL SHALL BE UL LABELED OR UL LISTED. ALL MATERIAL SHALL BE OF A SUITABLE TYPE AND RATING FOR THE INTENDED USE, AND SHALL BE INSTALLED IN CONFORMANCE VVITH THE INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER. E. DRAWINGS 1. THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW ALL OF THE REQUIRED DETAILS OF THE WORK. ALL MATERIALS CUSTOMARILY CONSIDERED TO BE A PART OF THE ELECTRICAL WORK AND REQUIRED FOR A COMPLETE AND OPERATIONAL INSTALLATION SHALL BE PROVIDED WITHOUT ADDITIONAL COST TO THE OWNER. 2. THE CONTRACTOR SHALL REFER ALSO TO THE ARCHITECTURAL DRAWINGS AND TO THE DRAWINGS OF ALL OTHER TRADES TO COORDINATE THE ELECTRICAL INSTALLATION. WHERE ELECTRICAL EQUIPMENT IS SHOWN ON ARCHITECTURAL DRAWINGS OR DETAILS, THE EQUIPMENT SHALL BE INSTALLED AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 3. EQUIPMENT OF OTHER TRADES IS SHOWN SCHEMATICALLY ON THE ELECTRICAL DRAWINGS. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS OF THE TRADE PROVIDING THE EQUIPMENT BEFORE ROUGHING IN THE CONNECTIONS FOR IT. THE CONTRACTOR SHALL CONNECT THE EQUIPMENT WHERE ACTUALLY INSTALLED, INCLUDING WIRING THROUGH ANY LINE VOLTAGE CONTROLLERS, WITHOUT ANY ADDITIONAL COST TO THE OWNER. 4. PRIOR TO ROUGHING IN CIRCUITS FOR EQUIPMENT FURNISHED BY OTHER TRADES, AND PRIOR TO RELEASING FOR MANUFACTURE PANELBOARDS, STARTERS OR MOTOR CONTROL CENTERS FEEDING SUCH EQUIPMENT, THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL PROVISIONS BEING PLANNED WITH THE TRADE PROVIDING THE EQUIPMENT AND SUBMIT ANY CONFLICTS IN WRITING TO THE ARCHITECT. 5. THE ARCHITECT MAY DIRECT THE RELOCATION OF ANY ELECTRICAL OUTLET, FIXTURE, OR OTHER EQUIPMENT TO A LOCATION WITHIN 10 FEET OF THE LOCATION SHOWN ON THE DRAWINGS AT NO ADDITIONAL COST TO THE OWNER PROVIDED SUCH RELOCATION IS DIRECTED PRIOR TO THE INSTALLATION OF THE OUTLET, FIXTURE OR EQUIPMENT BEING RELOCATED. D. SUBMITTAL DOCUMENTS: PRODUCT DATA AND SHOP DRAWINGS SHALL BE SUBMITTED IN SIX COPIES TO THE ARCHITECT FOR REVIEW PRIOR TO THE RELEASE OF THE MATERIAL FOR MANUFACTURE. REVIEW OF SUBMITTALS BY THE ARCHITECT WILL BE ONLY FOR GENERAL CONFORMANCE WITH THE DRAVINGS AND SPECIFICATIONS. REVIEW WILL BE MADE ONLY OF INFORMATION CLEARLY AND SPECIFICALLY INDICATED IN THE SUBMITTAL, AND DOES NOT IMPLY THE ACCEPTABILITY OF DETAILS WHICH ARE NOT SO DESCRIBED IN THE SUBMITTAL. REVIEW OF THE SUBMITTAL DOCUMENTS BY THE ARCHITECT DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH ALL REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. SUBMITTAL IS REQUIRED FOR PANELBOARDS AND LOADCENTERS, LIGHT FIXTURES, WIRING DEVICES, FIRE ALARM DEVICES, AND SURFACE ALUMINUM RACEWAY. G. AS -BUILT DRAWINGS: AS -BUILT DRAWINGS SHALL BE MAINTAINED AT THE JOBSITE, AND SHALL BE AVAILABLE FOR REVIEW DURING CONSTRUCTION, AS -BUILT DRAWINGS SHALL BE KEPT CURRENT DURING THE COURSE OF CONSTRUCTION OF THE WORK. SUBMIT AS -BUILT DRAWINGS TO THE ARCHITECT AT THE COMPLETION OF THE PROJECT. H. TESTING: TEST ALL PARTS OF THE WORK TO VERIFY COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. VERIFY TIGHTNESS OF ALL MECHANICAL AND ELECTRICAL CONNECTIONS. VERIFY INTEGRITY OF ALL WIRING SYSTEMS TO ASSURE CONTINUITY, ABSENCE OF UNINTENTIONAL GROUNDS, AND INTEGRITY OF REQUIRED GROUNDS. I. CHANGE REQUEST (CHANGE ORDER) APPROVAL: CHANGE REQUESTS WILL NOT BE CONSIDERED UNLESS THE CONTRACTOR'S DETAILED LABOR AND MATERIAL ESTIMATE DESCRIBING THE CHANGE IS SUBMITTED TO THE ARCHITECT ALONG WITH THE CHANGE REQUEST, WITH MATERIAL PRICES AND LABOR UNITS ASSIGNED TO EACH LINE ITEM OF THE ESTIMATE. MATERIAL PRICES SHALL BE THE ACTUAL PRICE PAID BY THE CONTRACTOR FOR MATERIAL PURCHASED OR THE ACTUAL PRICE QUOTED TO THE CONTRACTOR BY THE MATERIAL VENDOR PROPOSED BY THE CONTRACTOR. J. COORDINATION WITH THE WORK OF OTHERS: COORDINATE VVITH EACH TRADE FURNISHING EQUIPMENT REQUIRING ELECTRICAL SERVICE TO INSURE THAT THE CHARACTERISTICS SHOWN ON THE DRAWINGS FOR THE CIRCUIT SERVING THE EQUIPMENT ARE COMPATIBLE WITH THE REQUIREMENTS OF THE EQUIPMENT BEING FURNISHED. CIRCUIT BREAKERS, FUSES, DISCONNECT SWITCHES AND ASSOCIATED BRANCH CIRCUITS SHOWN ON THE DRAWINGS TO FEED HVAC EQUIPMENT, KITCHEN EQUIPMENT, ELEVATOR MOTORS, AND OTHER EQUIPMENT HAVE BEEN SELECTED BASED UPON THE CHARACTERISTICS OF EQUIPMENT BY ONE MANUFACTURER AND MAY NOT BE CORRECT FOR THE EQUIPMENT BEING PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL DETERMINE THE OPERATING CHARACTERISTICS OF THE EQUIPMENT ACTUALLY BEING PROVIDED AND SHALL PROVIDE AT NO ADDITIONAL COST TO THE OWNER CIRCUIT BREAKERS, FUSES, DISCONNECT SWITCHES AND BRANCH CIRCUITS AS REQUIRED BY THAT EQUIPMENT. K. EXISTING WORK: THE EXISTING ELECTRICAL INSTALLATION SHALL REMAIN AS -IS AND IN OPERATION EXCEPT WHERE OTHERWISE REQUIRED. GIVE WRITTEN NOTICE OF ANY UNFORESEEN EXISTING CONDITIONS WHICH MAY AFFECT THE WORK. WORK INVOLVING EXISTING SYSTEMS OR EXISTING SPACES SHALL BE ACCOMPLISHED WITH MINIMUM INCONVENIENCE TO THE OWNER, AND SHALL BE DONE IN A MANNER AND TIME APPROVED BY THE OWNER. ANY INTERRUPTIONS SHALL BE DURING TIMES DESIGNATED BY THE OWNER. L. DEMOLITION: IN THE AREA SHOWN ON THE ARCHITECTURAL DRAWINGS TO BE DEMOLISHED REMOVE ALL EXISTING CONDUITS, CONDUCTORS, BOXES, FIXTURES, SERVICE ENTRANCE CONDUCTORS, DISTRIBUTION EQUIPMENT, AND ALL OTHER ELECTRICAL EQUIPMENT NOT SHOWN TO REMAIN. UNLESS OTHERWISE INDICATED, MATERIAL BEING REMOVED INCLUDING WIRE, CONDUIT, AND HANGING MATERIALS BEING REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PREMISES. EQUIPMENT NOTED TO REMAIN THE PROPERTY OF THE OWNER SHALL BE STORED ON SITE AS DIRECTED BY THE ARCHITECT. COORDINATE VVITH OTHER TRADES AND DISCONNECT MOTORS, HEATERS, OR OTHER EQUIPMENT AS REQUIRED FOR THE DEMOLITION OF OTHER TRADES WORK. CUT OFF ALL IN FLOOR CONDUITS, GRIND SMOOTH WITH FLOOR AND PREPARE FOR PATCHING BY OTHERS. REMOVE CONDUCTORS AND DEVICES FROM WALL AND CEILING OUTLETS AND PREPARE OUTLET FOR PATCHING BY OTHERS. CONTRACTOR SHALL DENOTE ALL DEMOLISHED CIRCUITS ON EXISTING PANEL DIRECTORIES AND NOTE ALL SPARE BREAKERS. M. BASIC MATERIALS AND METHODS: 1. ALL WORK SHALL BE SUPPORTED FROM STRUCTURAL ELEMENTS OF THE BUILDING, EXCEPT CEILING MOUNTED EQUIPMENT SUCH AS LIGHT FIXTURES, DETECTORS, REMOTE LAMPS, ETC. CEILING MOUNTED EQUIPMENT SHALL BE SUPPORTED FROM CEILING STRUCTURAL MEMBERS, INDEPENDENT OF CEILING TILES. SIZE AND SPACING OF SUPPORTS SHALL BE DETERMINED BY THE LOAD TO BE SUPPORTED SUCH THAT THE WORKING LOAD OF SUPPORTS WILL NOT EXCEED A SAFETY FACTOR OF 4:1. PLASTIC ANCHORS ARE NOT ACCEPTABLE. ELECTRICAL WORK SHALL NOT BE SUPPORTED FROM PIPING, DUCTS, OR WORK OF OTHER TRADES. 2. PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL SWITCHBOARDS, PANELBOARDS, MOTOR CONTROL CENTERS, STARTERS, DISCONNECTS, PRIMARY SELECTOR SWITCHES, AND TRANSFORMERS. INDICATE EQUIPMENT NAME, CIRCUIT SOURCE AND NUMBER, CIRCUIT SIZE, AMPERE RATING, VOLTAGE AND PHASE. NAMEPLATES SHALL BE BLACK BACKGROUND LAMACOID PLASTIC VVITH 0.25" WHITE LETTERS. 3. ALL PENETRATIONS OF FIRE RATED WALLS, SLABS, PARTITIONS, AND CEILINGS SHALL BE FIREPROOFED WITH A U.L. LISTED SYSTEM THAT WILL MAINTAIN THE ORIGINAL FIRE RATING OF THE PENETRATED STRUCTURE. ALL FIREPROOFING MATERIALS APPLIED AT ANY ONE PENETRATION SHALL BE THE PRODUCT OF ONE MANUFACTURER AND SHALL BE APPLIED AS DESCRIBED BY THE UL FIREPROOFING SYSTEM BEING CONSTRUCTED. FIREPROOFING OF SLEEVES, CABLE TRAYS, TROUGHS, AND NIPPLES TO BE USED FOR LOW VOLTAGE CABLES SHALL BE INDEFINITELY NON -HARDENING AND REMOVABLE WITH COMMON HAND TOOLS. 4. BACKBOARDS SHALL BE 8 FT. HIGH BY LENGTH SHOWN ON THE DRAWINGS AND SHALL BE UL LABELED FIRE TREATED PLYWOOD. 5. PROVIDE ALL POWER WIRING AND CONNECTIONS FOR ALL ELECTRICALLY OPERATED EQUIPMENT. POWER WIRING INCLUDES WIRING THROUGH ANY LINE VOLTAGE CONTROL DEVICES, SUCH AS THERMOSTATS AND MANUAL STARTERS. INSTALL ALL STARTERS AND CONTACTORS EXCEPT THOSE FURNISHED AS AN INTEGRAL PART OF THE EQUIPMENT. 6. CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER VIBRATING EQUIPMENT NOT INSTALLED IN A PLENUM SPACE SHALL BE MADE WITH A SHORT LENGTH OF LIQUIDTIGHT FLEXIBLE CONDUIT, MINIMUM 18", INSTALLED IN A MANNER TO PERMIT MOVEMENT OF EQUIPMENT. 7. PERFORM ALL EXCAVATING, BACKFILLING, CUTTING AND REPAIRING REQUIRED FOR INSTALLATION OF ELECTRICAL WORK. 8. CONTRACTOR SHALL X-RAY FLOOR SLABS, WALLS, OR CEILING CONCRETE PRIOR TO ALL CORE DRILLINGS. N. CONDUIT: FEEDERS AND BRANCH CIRCUIT HOME RUNS SHALL BE CONSTRUCTED OF EMT WITH ALL STEEL RAINTIGHT OR SET -SCREW FITTINGS. CONNECTORS SHALL BE INSULATED THROAT TYPE. PROVIDE METALLIC BUSHINGS WITH PLASTIC INSERTS FOR 3" OR LARGER. CONDUITS FEEDING OR CONNECTING TO EQUIPMENT PROVIDED BY OTHER TRADES SHALL NOT BE INSTALLED UNTIL SUCH EQUIPMENT IS INSTALLED OR UNTIL SPECIFIC ROUGH -IN INSTRUCTIONS ARE PROVIDED BY THE TRADE PROVIDING THE EQUIPMENT. UNLESS OTHERWISE INDICATED, CONDUITS SHALL BE CONCEALED. RACEWAYS INSTALLED IN OR UNDER SLABS, ON GRADE, OR AS EXTERIOR DUCT BANKS SHALL BE PVC SCHEDULE 40 OR 80. RUN EXPOSED CONDUITS PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. TWO OR MORE RACEWAYS RUN TOGETHER SHALL BE INSTALLED ON GANG TRAPEZE TYPE HANGERS. SUCH RACEWAYS ASSEMBLIES SHALL BE RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. CONDUITS EMBEDDED IN SLABS SHALL HAVE A MINIMUM OF 1" COVER OF CONCRETE ON ALL SIDES. OUTSIDE DIAMETER OF CONDUIT SHALL NOT EXCEED 1/3 OF THE SLAB THICKNESS. PROVIDE 0.25" NYLON PULL TAPE IN ALL EMPTY CONDUITS. BRANCH CIRCUITS MAY UTILIZE TYPE MC ARMORED CABLE ASSEMBLY WITH COPPER CONDUCTORS AND FULL SIZE EQUIPMENT GROUNDING CONDUCTORS FOR INDIVIDUAL DROPS TO DEVICES. TYPE MC CABLE SHALL BE SUPPORTED AT 48" INTERVALS AND SHALL NOT LAY ON THE CEILING GRID OR INTERFERE WITH THE REMOVAL OF CEILING. 0. CONDUCTORS: ALL BUILDING WIRE SHALL BE 600 VOLT RATED THHN OR THWN COPPER, STRANDED 0 SMALLER UNLESS APPLIED FOR CONTROL. FOR SIZES #8AWG AND LARGER, SOLID FOR SIZES 1 AND SMA L U O O ALL BUILDING WIRE AND SPECIAL CABLES FOR SYSTEMS SHALL BE INSTALLED IN A RACEWAY. ALL WIRE AND CABLE SHALL BE DELIVERED TO THE JOBSITE IN ORIGINAL UNBROKEN PACKAGES, CARTONS OR REELS, WITH THE MANUFACTURERS NAME, UL LABEL, AND CHARACTERISTICS OF THE PRODUCT PLAINLY VISIBLE. ALL WIRE AND CABLE SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. WIRES SHALL BE COLOR CODED AS FOLLOWS (A,B,C,N,G): 120/208-BLACK, RED, BLUE, WHITE, GREEN; 480/277 - BROWN, ORANGE, YELLOW, GRAY, GREEN. SPLICES SHALL BE COMPRESSION TYPE. CONTROL CONDUCTORS SHALL BE TERMINATED WITH INSULATED CONNECTORS, T&B STAKON. 120 VOLT CIRCUITS WITH HOMERUN LENGTH OVER 125 FEET AND 277 VOLT CIRCUITS WITH A HOMERUN LENGTH OVER 250 FEET SHALL HAVE #10 MINIMUM HOMERUN CONDUCTORS. ALL THREE PHASE BRANCH CIRCUITS WITH A COMMON NEUTRAL SHALL HAVE #10 MINIMUM NEUTRAL. P. BOXES: OUTLET BOXES SHALL BE SHEET STEEL, MINIMUM 4" SQUARE, MINIMUM 1.5" DEEP, WITH PLASTER RING IN PLASTER OR BRICK CONSTRUCTION. OUTLETS BOXES IN POURED CONCRETE SHALL BE CONCRETE RINGS. MASONRY BOXES SHALL BE USED IN MASONRY OR TILE CONSTRUCTION. OUTLET BOXES FOR SURFACE ALUMINUM RACEWAY SHALL BE 4-11/16 WITH PLASTER RINGS ORIENTED HORIZONTALLY. BOXES SHALL BE SECURELY ANCHORED IN PLACE, AND SHALL BE SUPPORTED INDEPENDENT OF THE RACEWAY SYSTEM. PULL BOXES SHALL BE GALVANIZED SHEET STEEL, MINIMUM 12 GAUGE, WITH SCREW COVERS, AND WELDED CONSTRUCTION. WELDS SHALL BE COLD GALVANIZED. USING PERMANENT WATER PROOF VVIDE BLACK MARKER, CLEARLY LABEL COVER OF ALL BRANCH CIRCUIT JUNCTION AND PULL BOXES WITH PANEL AND CIRCUIT NUMBER OF CIRCUITS CONTAINED IN OR PASSING THROUGH THE BOX. BRANCH CIRCUIT AND FEEDER JUNCTION AND PULL BOXES USED WITH EMERGENCY FEEDERS AND CIRCUITS SHALL BE PAINTED RED. PROVIDE P-TOUCH OR DYMO LABELS ON COVER OF EACH FEEDER PULL OR JUNCTION BOX INDICATING FEEDER DESIGNATION, SOURCE, LOAD, AND VOLTAGE. Q. WIRING DEVICES: SWITCHES FOR LIGHTING CIRCUITS SHALL BE 120/277 VOLT, 20 AMP, A.C. ONLY, QUIET TYPE, WITH GROUND BONDING SCREW, SPECIFICATION GRADE. MOMENTARY CONTACT SWITCHES SHALL BE SINGLE POLE DOUBLE THROW, CENTER OFF GE #5935 OR EQUAL. DUPLEX RECEPTACLES SHALL BE 15 AMP HUBBELL 5262 OR EQUAL. DEDICATED DUPLEX RECEPTACLES SHALL BE ORANGE 20AMP HUBBELL IG5362 OR EQUAL. SPECIAL RECEPTACLES SHALL BE OF SIMILAR CONSTRUCTION. FACE PLATES SHALL BE SMOOTH NYLON OR THERMOSET PLASTIC. ADJACENT OUTLETS SHALL BE INSTALLED IN MULTI -GANG BOXES VVITH A SINGLE MULTI -GANG FACE PLATE. RECEPTACLES CONNECTED TO AN EMERGENCY CIRCUIT SHALL BE RED. COORDINATE COLOR OF DEVICES AND FACEPLATE WITH ARCHITECT. R. GROUNDING: ALL FEEDERS AND BRANCH CIRCUITS SHALL BE PROVIDED WITH INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR. CONDUIT GROUNDS ONLY ARE NOT PERMITTED, S. LIGHTING: SPARE FLUORESCENT LAMPS SHALL MATCH BUILDING STANDARD UNLESS OTHERWISE NOTED. INCANDESCENT LAMPS SHALL BE 130VOLT. NEW BALLASTS SHALL BE SOILD STATE ELECTRONIC. EXIT FIXTURES SHALL MATCH BUILDING STANDARD. FIXTURE LOCATIONS SHALL BE AS SHOWN ON THE REFLECTED CEILING PLAN. PROVIDE LAY -IN FIXTURES WITH TWO REMOVABLE CLIPS ATTACHING FIXTURE TO CEILING GRID. FLANGED FIXTURES SHOWN TO BE INSTALLED IN CONTINUOUS ROWS SHALL NOT HAVE INTERMEDIATE FLANGES. ALL PENDANT FIXTURES SHALL BE MOUNTED TO STRUCTURE. SEISMIC SUPPORT WIRES AND/OR COMPRESSION STRUTS FOR LAY -IN FIXTURES SHALL BE SUBJECT TO LOCAL AHJ LATEST REQUIREMENTS. T. FIRE ALARM DEVICES: NEW FIRE ALARM DEVICES SHALL BE COMPATIBLE VVITH EXISTING BUILDING ADDRESSABLE FIRE ALARM SYSTEM. INSTALL NEW DEVICES AND CONNECT TO NEAREST SIGNALING OR NOTIFICATION DEVICE CIRCUIT VVITHIN THE AREA. CONTRACTOR SHALL VERIFY CIRCUIT HAS CAPACITY FOR ADDED LOAD. SYSTEM SHALL BE CERTIFIED BY FIRE ALARM VENDOR AFTER COMPLETION OF WORK. U. PANELBOARDS: DEAD FRONT PANEL CONSTRUCTION WITH SEPARATELY MOUNTED INTERIOR TRIM. MAIN AND BRANCH DEVICES SHALL BE BOLT -ON. MULTI -POLE BREAKERS SHALL BE COMMON TRIP. WIDTH SHALL NOT EXCEED 22" FOR PANELBOARD AND ENCLOSURE SHALL MATCH BUILDING STANDARD. PROVIDE GROUND BUS IN PANELBOARD AND PROVIDE DEVICE MOUNTING HARDWARE WHERE A SPACE IS SCHEDULED. PANEL AND OCPD SHORT CIRCUIT RATINGS SHALL BE AT LEAST 10% GREATER THAN AVAILABLE SHORT CIRCUIT CURRENT AT PANELBOARD. V. DRY -TYPE TRANSFORMERS: TRANSFORMERS SHALL BE DRY -TYPE, ENCLOSED, SELF -COOLED, VENTILATED TYPE, DEAD -FRONT DRIP PROOF. PRIMARY AND SECONDARY TAPS SHALL BE ACCESSIBLE FROM THE FRONT. TRANSFORMERS SHALL MEET OR EXCEED BUILDING STANDARD TRANSFORMERS SPECIFICATIONS. PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN THE PRIMARY FEED TO THE TRANSFORMER, SUPPLEMENTAL GROUND TO NEAREST ACCESSIBLE PRIMARY STRUCTURAL MEMBER OR EQUIPMENT ROOM GROUND BUS BAR. SIZE PER NEC AND RUN IN CONDUIT WITH BOND BUSHING AT EACH END. NEUTRAL AND GROUNDING CONDUCTOR SHALL BE BONDED TO ENCLOSURE. 9 U z c� Z� o r W Lo w a C� U ti � Z Cn w CC W U LL] I— UzU co v N� N � Cn z U) m p• G E N `g�"�tc'ji 40 w N 4tlF Z O RI %% � % ON AL 16018 0 rn Q w Z w c> J m d Q U Z Q Q w Y Z cro w w J Q REVISION #2 11/16/2017 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL ELECTRICAL GENERAL NOTES & LEGNED EO.0 PLOT DATE: Nov 17, 2017 - 11:12am j Z !•I r Z � O O w C) V D � D� .. i� �QO W Cr3 U) Ir W C) L'jU CV U Q W-1- N co rA LU Z Cn D m 0 Q W Z w J m 2 Q U Z Q Q L Y co Z Q [0 W W J 16018 Q REVISION #2 11/16/2017 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL ELECTRICAL PLAN E1.0 PLOT DATE: Nov 17, 2017 - 11:13am -J i� UTILITY TRANSFORMER 2 SETS - 4#350KCMIL CU THHN/THWN, 1#1 CU GIRD, 3"C. EACH. ---------------------- NC B-3 NO EXTERIOR LTG COM NC B-5 ( NO EXTERIOR -j SIGN ( COM NC SPARE NO COM NC SPARE NO COM CONTROL EQUIPMENT 120 VAC -{ GROUND B 3 El NEW 600A SERVICE ENTRANCE RATED FUSED DISCONNECT NEW 600A UTILITY GRADE METER TIME CLOCK i i CIRCUIT #1 CIRCUIT #2 CIRCUIT #3 CIRCUIT #4 EXTERIOR I INTERIOR RISER DIAGRAM NOTES: 1. NEW 600A, MLO, 3-PHASE, 208Y/120V TIN PLATED COPPER BUS PANEL WITH BOLT -ON BREAKERS. NEW PANEL'A' PANEL'B' PC 2. NEW 250A, MLO, 3-PHASE, 208Y/120V TIN PLATED NEMA 3R 600A 250A COPPER BUS PANEL WITH BOLT -ON BREAKERS. TC FUSED MLO MLO ISCN ISCIONECT 208/120V 208/120V 3. PROVIDE ISOLATED GROUND BAR IN PANELBOARD. 208/120V O NOTE 1 NOTE 2 T-BAR (TYPIC 4#250KCMIL CU THHN/THWN, 1#1/0 CU GRID, 3"C. �1#1/0GND GENERAL SERVICE NOTES: IN 1"PVC 2 SETS - 4#350KCMIL CU THHN/THWN, 1#1 CU GRID, 3"C. EACH, A. FOR EACH PANELBOARD INSTALLED, SPACE EQUAL TO THE WIDTH GRADE AND DEPTH EXTENDING THE FLOOR TO 6'-0" ABOVE THE PANEL OR .......................................... .. ........................................................... -- STRUCTURAL CEILING, WHICHEVER IS LOWER, SHALL BE DEDICATED FOR ELECTRICAL EQUIPMENT INSTALLATION ONLY. B. ALL SUPPORTS, BOLTS, STRAPS, SCREWS AND SO FORTH SHALL BE OF CORROSION-RESITANT MATERIALS OR PROTECTED AGAINST CORROSION. N RISER DIAGRAM C. RACEWAY AND CONDUIT EXPOSED TO DIFFERING TEMPERATURES R SHALL BE FILLED OR SEALED TO PREVENT THE CIRCULATION OF AIR AND FORMATION OF CONDENSATION. SCALE: NO SCALE D. NEW SERVICE GROUND SHALL MEET ALL APPLICABLE REQUIREMENTS IN NEC ARTICLE 250. E. ALL FEEDERS ARE TO BE COPPER IN CONDUIT INCLUDING SERVICE ENTRANCE CONDUCTORS. nn AInT QCnI I= Tn )UND TROFFER HANGING DETAIL NO SCALE PANEL NAME LOCATION: VOLTAGE: 208 Y/ 120V 3 PHASE 600 MLO MOUNTING/ ENCLOSURE: SURFACE / NEMA 1 A BACK OF HOUSE NEW AMPS POLES TYPE CIRCUIT DESCRIPTION KVA CKT A B C CKT KVA CIRCUIT DESCRIPTION TYPE POLE AMPS 250 3 PANEL'B' 29.09 1 33.52 2 4.43 SPARE AC 3 60* 29.84 3 34.27 4 4.43 AC 28.38 5 32.81 6 4.43 AC 60* 3 AC SPARE 4.43 7 7.06 8 2.63 SPARE AC 3 40* AC 4.43 9 7.06 10 2.63 AC AC 4.43 11 1 7.06 12 2.63 AC 60* 3 AC SPARE 4.43 13 1 5.01 14 1 0.58 SPARE 1 M 3 15 AC 4.43 15 5.01 16 0.58 M AC 4.43 17 5.01 18 0.58 M 15 3 M SPARE 0.83 19 1.77 20 0.94 SPARE M 3 15 M 0.83 21 1.77 22 0.94 M M 0.83 23 1.77 24 0.94 M 20 1 M SPARE 1.66 25 1 2.38 1 26 1 0.72 SPARE R 1 20 20 1 R ROOF RECEP 0.36 27 1 0.36 28 SPARE 1 20 20 1 K WALK-IN FREEZER EVAP. 1.20 29 1.20 30 SPARE 1 20 20 1 K WALK-IN COOLER LIGHT S 0.96 31 2.64 32 1.68 COOLER COMPRESSOR K 3 30 20 1 K WALK-IN COOLER HEAT 1.00 33 2.68 34 1.68 K 20 1 K WALK-IN COOLER EVAP. 1.20 35 2.88 36 1.68 K 20 1 K WALK-IN FREEZER LIGHTS 0.96 37 2.64 38 1.68 1 K K 1.00 39 2.68 40 1.68 FREEZER COMPRESSOR K 3 30 20 2 K WALK-IN FREEZER HEAT 1.00 41 2.68 42 1.68 K PHASE TOTAL 55.0 53.8 53.4 1 KVA TOTAL CONNECTED LOAD 1 162 KVA 1450 A *PROVIDE HACR TYPE CIRCUIT BREAKER ITOTAL DEMAND LOAD 157 KVA 1435 A L LIGHTING 0.0 0.0 R RECEPTACLE 1.1 1.1 M MOTOR 8.7 2.4 9.3 H HEATING 0.0 47.8 AC AC 47.8 K KITCHEN 17.4 650%/, 11.3 MISCELLANEOUS 87.3 87.3 T TRANSFORMED FROM SUB PANEL 0.0 0.0 FILL 1N KVA OF LARGEST MOTOR AND DIVERSITY FACTOR FOR KITCHEN PANEL NAME LOCATION: VOLTAGE: 208 Y/ 120V 3 PHASE 250A MLO MOUNTING/ENCLOSURE: SURFACE / NEMA 1 B BACK OF HOUSE NEW AMPS POLES TYPE CIRCUIT DESCRIPTION KVA CKT A B C CKT KVA CIRCUIT DESCRIPTION TYPE POLES AMPS 20 1 L LIGHTING 1.68 1 3.33 2 1.65 SPARE K 2 20 20 1 L EXT LIGHTING 1.24 3 2.89 4 1.65 K 20 1 L EXT SIGN 1.20 5 1.20 6 SPARE R 1 20 20 1 SPARE 7 2.40 8 2.40 SPARE 1 K 3 30 20 1 K SPARE 1.80 9 4.20 10 2.40 K 20 1 K SPARE 0.50 11 2.90 12 2.40 K 20 1 K SPARE 1.08 13 3.48 14 2.40 SPARE K 3 30 20 1 K SPARE 1.44 15 3.84 16 2.40 K 20 1 K SPARE 1.40 17 3.80 18 2.40 K 20 1 K SPARE 1.00 19 4.79 20 3.79 SPARE K 3 30 20 1 K SPARE 21 3.79 22 3.79 K 20 2 K SPARE 1.65 23 5.44 24 3.79 K K 1.65 25 5.44 26 3.79 SPARE K 3 30 20 1 K SPARE 1.32 27 5.11 28 3.79 K 20 1 K SPARE 1.20 29 4.99 30 3.79 K 20 1 K SPARE 1.08 31 2.40 32 1.32 SPARE 1 K 3 30 20 1 K SPARE 1.44 33 2.76 34 1.32 K 20 1 K SPARE 1.44 35 2.76 36 1.32 K 20 1 K SPARE 1.73 37 7.25 38 5.52 SPARE K 3 60 20 1 K SPARE 1.73 39 7.25 40 5.52 K 20 1 K SPARE 1.73 41 7.25 42 5.52 K 20 1 SPARE 43 44 SPARE 1 20 20 1 SPARE 45 46 SPARE 1 20 20 1 SPARE 47 48 SPARE 1 20 20 1 SPARE 49 50 SPARE 1 20 20 1 SPARE 51 52 SPARE 1 20 20 1 SPARE 53 54 SPARE 1 20 PHASE TOTAL 29.1 29.8 28.3 JKVA TOTAL CONNECTED LOAD 87 KVA 1242 A *PROVIDE HACRTYPE CIRCUIT BREAKER ITOTAL DEMAND LOAD 59 KVA 1164 A L LIGHTING 4.1 5.2 R RECEPTACLE 0.0 0.0 M MOTOR 0.0 2.4 0.0 H HEATING 0.0 0.0 AC AC 0.0 K jKlTCHEN 83.2165%1 54.0 MISCELLANEOUS 0.01 1 0.0 T I TRANSFORMED FROM SUB PANEL 0.01 1 0.0 FILL IN KVA OF LARGEST MOTOR AND DIVERSITY FACTOR FOR KITCHEN ONO Z C') O Z w 0 0 V D �D Lo Oo W � Co C() m Cy) ~ W co cf)LoU W _ ' J W0 LLI w _ r � N c(r) d' CV Q c/) W Z D m MM. h+�l I4 Y Z a am w w J 16018 Q REVISION #2 11/16/2017 CONTRACT DATE: 08.13.2017 BUILDING TYPE: ONE-OFF PLAN VERSION: SITE NUMBER: STORE NUMBER: Restaurant Shell Zephyr Plaza ZEPHYRHILLS, FL ELECTRICAL DETAILS E2.0 PLOT DATE: Nov 17, 2017 - 11:13am