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4955 CR 46A (a)
2 4 i Y Z§0 Y E 4Y SUMMARY O F WORK • GRADING & SITEWORK. (SHALL BE SUBMITTED SEPARATELY FOR PERMIT BY SITE DEVELOPER) • CONSTRUCTION OFA ONE STORY, CONVENIENCE STORE BUILDING. • EXTERIOR SIGNAGE. (SHALL BE SUBMITTED SEPARATELY FOR PERMIT BY SIGN VENDOR) ® EXTERIOR FABRIC AWNINGS, (SHALL BE SUBMITTED SEPARATELY FOR PERMIT BY AWNING VENDOR.) • SEE DRAWINGS FOR FULL SCOPE OF WORK FOR ENTIRE PROJECT. THIS SUMMARY DOES NOT CHANGE OR SUPERSEDE WHAT IS SHOWN IN DRAWINGS. LOCATION MAP Jff . _.AL IL 0 r -x Ni FL 041 14 U BUILDING OIIISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PLANS- CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE, REV ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY � DESCRIPTION ACS COVER SHEET r NOTICE OF ACCEPTANCE OWNER & CONSULTANTS' SO.1 OWNER S1.1 FOUNDATION PLAN S2.1 7 -ELEVEN, INC. q Jff . _.AL IL 0 r -x Ni FL 041 14 U BUILDING OIIISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PLANS- CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE, REV ISSUE DATE DESCRIPTION AFFECTED SHEETS REMARKS BY � DESCRIPTION ACS COVER SHEET r NOTICE OF ACCEPTANCE OWNER & CONSULTANTS' SO.1 OWNER S1.1 FOUNDATION PLAN S2.1 7 -ELEVEN, INC. S3.1 TYPICAL DETAILS & SECTIONS S4.1 1300 LEE ROAD S4.2 STRUCTURAL SECTIONS ARCHITECTURAL DRAWINGS ORLANDO, FL 32810 ARCHITECTURAL DATA, SYMBOLS AND ABBREVIATIONS A2.0 FLOOR PLAN CONTACT: DANIEL TUBB FINISH FLOOR PLAN A2.2 REFLECTED CEILING PLAN DAVID.TUBB@7-11.COM ROOF PLAN A3.0 ROOM, DOOR AND FINISH SCHEDULES ARCHITECT DOOR TYPES AND SCHEDULES MECHANICAL ENGINEER EXTERIOR ELEVATIONS INTERPLAN LLC EXTERIOR ELEVATIONS INTERPLAN LLC ENLARGED RESTROOM AND INTERIOR ELEVATIONS 604 COURTLAND ST., STE 100 604 COURTLAND ST., STE 100 INTERIOR ELEVATIONS ORLANDO, FL 32804 INTERIOR ELEVATIONS ORLANDO, FL 32804 WALL SECTIONS CONTACT: ROB WEISS WALL SECTIONS AND DETAILS CONTACT: JERRY RUSSO STOREFRONT DETAILS PH: (407) 645-5008 DUMPSTER ENCLOSURE DETAILS PH: (407) 645-5008 NOA-1 CIVIL ENGINEER NOA-2 PLUMBING ENGINEER NOA-3 INTERPLAN LLC NOA-4 INTERPLAN LLC NOA-5 604 COURTLAND ST., STE 100 604 COURTLAND ST., STE 100 NOA-7 ORLANDO, FL 32804 NOA-8 ORLANDO, FL 32804 CONTACT: STUART ANDERSON, P.E. CONTACT: JERRY RUSSO PH: (407) 645-5008 PH: (407) 645-5008 ELECTRICAL ENGINEER STRUCTURAL ENGINEER INTERPLAN LLC DANSK CONSULTING, INC. 604 COURTLAND ST., STE 100 1673 LAKE BALDWIN LANE ORLANDO, FL 32504 ORLANDO, FL 32814 CONTACT: JERRY RUSSO, P.E. CONTACT: WARNE MADSEN PH: (407) 645-5008 PH: (407) 252-4225 SHT. NO. DESCRIPTION ACS COVER SHEET CML DRAWINGS NOTICE OF ACCEPTANCE UNDER SEPARATE PERMIT STRUCTURAL DRAWINGS SO.1 STRUCTURAL NOTES S1.1 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.1 TYPICAL DETAILS & SECTIONS S4.1 STRUCTURAL SECTIONS S4.2 STRUCTURAL SECTIONS ARCHITECTURAL DRAWINGS A1.0 ARCHITECTURAL DATA, SYMBOLS AND ABBREVIATIONS A2.0 FLOOR PLAN A2.1 FINISH FLOOR PLAN A2.2 REFLECTED CEILING PLAN A2.3 ROOF PLAN A3.0 ROOM, DOOR AND FINISH SCHEDULES All DOOR TYPES AND SCHEDULES A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5.0 ENLARGED RESTROOM AND INTERIOR ELEVATIONS A5.1 INTERIOR ELEVATIONS A5.2 INTERIOR ELEVATIONS A5.3 INTERIOR ELEVATIONS A6.0 WALL SECTIONS A6.1 WALL SECTIONS AND DETAILS A7.0 STOREFRONT DETAILS A8.0 DUMPSTER ENCLOSURE DETAILS NOA SHEETS - FOR REFERENCE ONLY NOA-1 NOTICE OF ACCEPTANCE NOA-2 NOTICE OF ACCEPTANCE NOA-3 NOTICE OF ACCEPTANCE NOA-4 NOTICE OF ACCEPTANCE NOA-5 NOTICE OF ACCEPTANCE NOA-6 ', NOTICE OF ACCEPTANCE NOA-7 NOTICE OF ACCEPTANCE NOA-8 NOTICE OF ACCEPTANCE SHT. NO. NOA-9 DESCRIPTION NOTICE OF ACCEPTANCE NOA-10 NOTICE OF ACCEPTANCE NOA-11 NOTICE OF ACCEPTANCE NOA-12 NOTICE OF ACCEPTANCE NOA-13 NOTICE OF ACCEPTANCE NOA-14 NOTICE OF ACCEPTANCE NOA-15 NOTICE OF ACCEPTANCE NOA-16 NOTICE OF ACCEPTANCE NOA-17 NOTICE OF ACCEPTANCE EQUIPMENT/FIXTURE DRAWINGS EF1 EQUIPMENT FLOOR PLAN EF2 EQUIPMENT SCHEDULE EF3 CABINET AND COUNTER FLOOR PLAN AND SCHEDULE EFL LIGHTING PLAN AND SCHEDULE MECHANICAL DRAWINGS MO.1 MECHANICAL LEGEND NOTES & SHECUDULES M1.0 MECHANICAL FLOOR PLAN M1.1 MECHANICAL ROOF PLAN M1.2 FLEXPACK DETAILS M2.0 MECHANICAL SPECIFICATIONS M2.1 REFRIGERATION SPECIFICATIONS M3.0 MECHANICAL DETAILS ENERGY MANAGEMENT EMS1.0 ENERGY MANAGEMENT SYSTEM PLUMBING DRAWINGS P1.0 PLUMBING SANITARY P1.1 PLUMBING WATER PLAN P1.2 SLAB PENETRATION P2.0 PLUMBING DETAILS & SPECIFICATIONS ELECTRICAL DRAWINGS E1.0 ELECTRICAL FLOOR PLAN E1.1 PANEL SCHEDULES AND ONE -LINE DIAGRAM E1.2 ELECTRICAL SLAB PENETRATION PLAN E1.3 ELECTRICAL HVAC -R PLAN E2.0 LIGHTING PLAN E3.0 ELECTRICAL SPECIFICATIONS CHECKED; RW DRAWN: WT L. L STRUCTURAL NOTES CODES AND STANDARDS 1. WIND LOADS ASPER: A. FLORIDA BUILDING CODE 2010 EDITION, FOR A 140 MPH(ULT)/108 MPH(ASD) EXPOSURE C. -h/-0.18 INTERNAL PRESSURE COEFFICIENT, 1.0 IMPORTANCE FACTOR, AND RISK CATEGORY 11. B. THIS BUILDING IS DESIGNED AS AN ENCLOSED BUILDING. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A. FLORIDA BUILDING CODE 2010 EDITION. B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/ 2008 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/ 1998 EDITION. 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. 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, METAL FRAMES, LADDERS, RIGGING, HANGING WALLS, METAL RAILINGS, SAFETY RAILINGS, GLAZING FRAMES, CLADDING SUCH AS . STONE, PRECAST, ALUMINUM, METAL PANELS, CABLE BARRIER SYSTEMS, ETC. OR MY OTHER MISCELLANEOUS PRODUCT REQUIRED BY ANY OF THE CONSTRUCTION DOCUMENTS. FOUNDATION 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE: A. GEOTECHNICAL REPORT PREPARED BY ANDREYEV ENGINEERING, INC DATED MARCH 10, 2014. 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. 3. BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF. 4. TOP OF ALL FOOTINGS SHALL BE MINIMUM 12" BELOW EXTERIOR FINISH GRADE. 5. EXCAVATION & BACKFILL' 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 ALL OTHER CONCRETE TO BE 3000 PSI UNLESS NOTED OTHERWISE. 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS. B. SLUMPS SHALL BE 4" MINIMUM AND 6" MAXIMUM. C. CONCRETE SHALL HAVE 2 PERCENT AR ENTRAINMENT. D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55. E. JOBSITE WATER SHALL NOT BE ADDED. 3. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE, THE ACI DETAILING MANUAL (ACI 315/ LATEST EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/ LATEST EDITION). 4. SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 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 V-0" O.C. 7. REQUIREMENTS: A. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. B. WWF SHALL COMPLY WITH ASTM A 185. 8. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL WWF A MINIMUM OF 12 INCHES (UNLESS OTHERIIASE NOTED). 9. REINFORCING BARS: A. ALL HOOKS SHOWS! IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED. lo. 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. 11. ALL MECHANICAL COUPLERS SHALL DEVELOP 1.25 FY OF REBAR IN TENSION OR COMPORESSION AND COMPLY WITH ACI 318. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT MASONRY DECK AA 003420 1. MASONRY UNITS SHALL BE 1. STEEL ROOF DECK SHALL BE: CA 8660 A. LOAD BEARING ASTM C 90 A. 1-1/2% 22 GA. TYPE B METAL DECK GALVANIZED AS SHOWN ON ROOF B. TYPE 11 NON -MOISTURE CONTROLLED C. NORMAL WEIGHT PLAN AS MANUFACTURED BY VULCRAFT/NUCOR OR APPROVED EQUAL. 604 COURTLAND STREET D. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND (U.N.O.). MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. SUITE 100 ROOF DECK MUST COMPLY WITH STEEL DECK INSTITUTE STANDARDS. ALL ORLANDO, FLORIDA 32804 2. THE COMPRESSIVE STRENGTH OF MASONRY (rM) SHALL BE 1,500 PSI AS CALCULATED ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. PH 407.645.5008 IN ACCORDANCE N WITH ASTM C1314. ROOF DECK WITH LIGHTWEIGHT INSULATING CONCRETE SHALL BE VENTED.,- FX 407.629.9124 3. ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION C270 2. ALL, ROOF DECK TO BE DESIGNED, MANUFACTURED, AND INSTALLED IN A. FROM FIELD OBTAINED TEST CUBES. (MIN. OF TWO) ACCORDANCE WITH LATEST FACTORY MUTUAL STANDARDS. 4. GROUT SHALL BE A HIGH SLUMP MIX 3. WELDING WASHERS ARE TO BE USED ON ALL CONNECTIONS OF STEEL DECK SEAL: A. IN ACCORDANCE WITH ASTM SPECIFICATION C476 WITH METAL THICKNESS LESS THAN 22 GA. TO STRUCTURAL STEEL SUPPORTS. X\\\kIt I t[11111 B. HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI 4. IN AREAS OF WARPED ROOF DECK, SELF DRILLING SCREWS ARE TO BEP, D s - ------ C. FROM FIELD OBTAINED TEST CUBES. (MIN. OF TWO) USED ON CONNECTIONS OF STEEL ROOF DECK TO STRUCTURAL STEEL s E SUPPORTS. SCREW SIZES TO COMPLY WITH MANUFACTURER'S AND 5. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE FACTORY MUTUAL REQUIREMENTS. ATTACH DECK TO ALL SUPPORTING A. INSPECTED BY A CERTIFIED INSPECTION COMPANY AND CONSTRUCTED ROOF JOISTS. IN ACCORDANCE HATH THE *BUILDING CODE REQUIREMENT FOR MASONRY STRUCTURES" (ACI W dao 530/ASCE 5/TMS 402) AND -SPECIFICATIONS FOR MASONRY STRUCTURES- (ACI 530.1/ASCE 5. 1-1/2" METAL ROOF DECK IS TO BE ATTACHED TO STRUCTURAL STEEL Lu -lK 0 z zz 6/TMS 602)/ 2002 EDIT `IONS. SUPPORTS WITH 5/8- DIAMETER PUDDLE WELDS (MINIMUM OF 5 WELDS 6. PROVIDE 8" X 8" MASONRY BEAM WITH 25 CONT. AT EVERY WINDOW SHEET PER JOIST). SIDE JOINTS SHALL BE FASTENED TOGETHER NDOW SILL EXTEND FOR BEAM 8" BEYOND EDGE OF OPENING. WITH #10 SELF DRILLING SCREWS AT MID SPAN BETWEEN SUPPORTS (MINIMUM OF 3 PER SHEET), UNLESS INDICATED OTHERWISE ON THE _/Sslo 7. PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (9 DRAWINGS. ROOF DECK WITH LIGHTWEIGHT INSULATING CONCRETE / 1� I I �\\\\ GA.) AT 16* ON CENTER VERTICAL IN ALL MASONRY WALLS. PROVIDE DOVE TAIL SLOT SHALL BE VENTED. BJARNE ADSEN, P.E. ANCHORS AT CONCRETE COLUMNS. FL. 58683 FOR JOINT REINFORCEMENT, WALL TIES, ANCHORS AND INSERTS, APPLY A MINIMUM COAT 6. STEEL ROOF AND FLOOR DECK 20 GA OR THINNER SHALL BE GALVANIZED (G9O) OF 1.5 OUNCES PER SQUARE FOOT (PSF) (458/G/M2) COMPLY WITH THE REQUIREMENTS OF PER ASTM A653. ASTM A153, CLASS B. CONSULTANT: SHOP DRAWINGS 8. EPDXY GROUT SHALL BE NON -SHRINK HIGH CREEP RESISTANT, AND SHALL HAVE THE 1 THE SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE FOLLOWING MINIMUM ALLOWABLE PROPERTIES: FOLLOWING: TENSILE STRENGTH, ASTM C 30: 1,500 PSI FLEXURAL STRENGTH, ASTM C 580: 4,000 PSI A. CONCRETE MIX DESIGNS COMPRESSIVE STRENGTH, ASTM C 579: 1,600 PSI/7 DAYS. B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC 9. MINIMUM LAP SPLICES FOR REINFORCED CMU (WITH FM - 1,500 PSI): C. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES BAR SIZE 2. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A SPECIALTY CMU SIZE #4 #5 #6 #7 #8 #9 ENGINEER REGISTERED IN THE STATE OF FLORIDA. 8. 25* 31" 57" 79" 87" NOTE A 1673 LAKE BALDWIN LANE A. NOT ALLOWED. MAXIMUM BAR DIAMETER SHALL NOT EXCEED ONE -EIGHT OF NOMINAL ORLANDO, FLORIDA 32814 WALL THICKNESS. PH. (407) 252-4225 LIC EB28029 B. REINFORCING BARS LARGER THAN #9 SHALL BE SPLICED USING MECHANICAL PROJECT # IP1 4-12 CONNECTORS. C. SCHEDULE IS ONLY FOR BARS CENTERED IN THE WALL ALL EACH FACE REINFORCING BARS SHALL BE SPLICED. STEEL 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO: A. ASTM SPECIFICATION A 992 GRADE 50 FOR ALL WIDE FLANGE BEAMS. B. ASTM SPECIFICATION A 36 FOR MISCELLANEOUS STEEL SHAPES (ANGLES, PLATES, ETC.). C. SQUARE OR RECTANGULAR HSS SHALL CONFORM TO ASTM SPECIFICATION A 500 GRADE B (FY=46 KSI). D. ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. E. DELETE PAINT ON ALL STEEL TO RECEIVE SPRAYED ON FIREPROOFING OR CONCRETE ENCASEMENT. F. ALL MILL CAMBER TO BE ORIENTED UPWARD DURING FABRICATION AND ERECTION. G. STEEL BEAMS INSTALLED ED IN PARALLEL WITH STEEL BAR JOISTS MUST HAVE CAMBER EQUAL TO BAR JOISTS. ci am 2. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, 0 AS DESCRIBED IN "AMERICAN WELDING SOCIETYS STANDARD QUALIFICATION PROCEDURE- (AWS D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. 3. ALL CONNECTIONS SHALL BE BOLTED WITH 3/4- DIAMETER, A-325 HIGH STRENGTH BOLTS OR WELDED (UNLESS SHOWN OTHERWISE ON THE DRAWINGS). < A. ALL CONNECTIONS TO HOLLOW STRUCTURAL SECTION (HSS) COLUMNS ARE TO BE THRU-PLATE UNLESS NOTED OTHERWISE. B. ALL CONNECTIONS SHALL BE DOUBLE ANGLES UNLESS NOTED OTHERWISE. a: 4. ALL ALUMINUM AND STEEL MEMBERS TO BE TREATED OR PROPERLY SEPARATED 10 PREVENT GALVANIC AND CORROSIVE EFFECTS. ZD 5. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. 0 6. SUBMIT ALL STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 7. EQUIPMENT SUPPORTS: IL NO DATE REMARKS PROVIDE ALL SUPPORTING STEEL NOT INDICATED ON PLAN AS REQUIRED FOR THE INSTALLATION OF',MECHANICAL EQUIPMENT AND MATERIALS,REVISIONS INCLUDING ANGLES, CHANNELS, BEAMS, HANGERS, ETC. DO NOT SUPPORT a: EQUIPMENT OR PIPING FROM METAL DECKING. 8. DECK SUPPORTS: PROVIDE lle BENT PLATES AT ALL HIPS, VALLEYS, SKEWED BEAMS AND 0 OTHER AREAS FOR DECK SUPPORT.o. JOISTS 0 EL En 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: A. SERIES K JOISTS17-ELEVEN STORE MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. PROVIDE BRIDGING IN ACCORDANCE WITH SJI STANDARDS UNLESS NOTED OTHERWISE ON THE DRAWINGS. #1030508 JOIST SHALL HAVE THE FOLLOWING CAMBERS UNDER THEIR OWN 30' SPAN OR LESS - CAMBER = 0 0 66 4955 CR, 46A 30' SPAN TO 60' SPAN - CAMBER = 1* MAXIMUM SANFORD, FL 32746 60SPAN TO 100' SPAN - CAMBER = 1-1/2* MAXIMUM 0 4. JOIST MANUFACTURER MUST DESIGN BRIDGING ASSUMING NO BRACING IS GIVEN BY THE ROOF DECK. MENEM PROJECT NO: 2013.0266 DATE: ArDril 28, 2014 NORTH FOUNDATION NOTES: 1. ELEV. t0'-0" IS REFERENCE ONLY. SEE CIVIL FOR TRUE NGVD ELEVATION. 2. S.C. INDICATES SAW CUT SEE S3.1 FOR DETAILS. 3. TOP OF FOOTING ELEVATION = ®1'-4" BELOW GRADE. 4. VERIFY SLOPES AND STEPS WITH ARCH'L PRIOR TO CONSTRUCTION. SEE TYPICAL STEP DETAIL ON S3.1. 5. F## DENOTES CONCRETE FOOTING, SEE SCHEDULE ON S3.1. 6. EM INDICATES FILLED CELL. ALL MASONRY WALLS ARE MW -1 U.N.O., SEE SCHEDULE ON S3.1 FOR SIZE AND SPACING OF REBAR. 7. ® INDICATES WALL CONTROL JOINT, SEE DETAIL ON S3.1. 8. T.E. DENOTES THICKENED EDGE, SEE DETAIL ON S3.1. 9. SC-# INDICATES STEEL COLUMN SEE SCHEDULE ON S3.1. h a w C NO DATE REMARKS c w REVISIONS w U 0 7 -ELEVEN r E c c #1030508 c _ ° 4955 CR. 46A c SANF®RD, FL 32746 a O U c c PROJECT NO: 2013.0266 DATE: April 28, 2014 z g w c z o cl� 5 FOUNDATION PLAN R 0 CHECKED: SM DRAWN: RED T/C.M.U. WALL = 18'-0" 54.1 36'-11 7/8 6'-8" 27'-0 1/2- 70'-8" /2"70'-8" 1 1.1 1.2 2 i 1 i 00 NOTE: VERIFY W/ ARCH. DRAWINGS T ALL WALL OPENING SIZES AND LOCATIONS AND REPORT DISCREPANCIES TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. ROOF FRAMING PLAN 114' = l' -o° NORTH ROOF FRAMING NOTES: 1.) SEE PLAN FOR JOIST BEARING ELEVATION. 2.) OPEN WEB STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE SPECIFICATION OF THE STEEL JOIST INSTITUTE. BOTTOM CHORDS FOR K SERIES JOISTS SHALL BE ANGLES OR TEES. SEE STRUCTURAL NOTES FOR BRIDGING REQUIREMENTS. CENTER JOISTS ON COLUMNS AND SPACE A MAXIMUM OF 5'-0" O.C. MAX. U.N.O. 3.) --i� ROOF METAL DECK SHALL BE 1 1/2" TYPE B 22 GAGE GALVANIZED. ATTACH DECK TO SUPPORTS WITH 5/8" PUDDLE WELDS WITH USING A 36/5 PATTERN AND AT 6" O.C. AT DECK EDGE. FASTEN SIDE LAPS WITH (3) #10 TEK SCREW BETWEEN EACH SUPPORT. 4.) JOIST BRIDGING SHALL BE PER JOIST MANUFACTURER'S RECOMMENDATIONS. 5.) SEE ARCH FOR DIMENSIONS NOT SHOWN. 6.) VERIFY RTU WEIGHTS AND LOCATIONS WITH MECH. PRIOR TO FABRICATION AND CONSTRUCTION. SEE SHEET S4.1 FOR TYP ROOF OPENING/HVAC SUPPORT FRAMING DETAIL. 7.) L- INDICATES PRECAST LINTEL , SEE SCHEDULE ON S4.1. i c 7 -ELEVEN STORE c #1030508 c 0 4955 CR. 46A c SANFORD, FL 32746 a 0 DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) w a COMPONENT U- 0 0 REINFORCING MW -1 8" CMU #6 0 48" O.C. MW -2 8" CMU #6 0 8" O.C. SEE NOTE 1 SYSTEM 25 +12.9/-42.7 100 +12.9/-25.7 +12.9/-30.4 +12.9/-30.4 +23.9/-26.3 +23.9/-29.2 1F GROUT -FILLED CELLS - -� T r ---L - F ---J - r-----1 --I- 1 I I 3000 PSI (TYPICAL) .. ---T L -- - �---- LII 00 II---- II T L -1 4 1/2" x 4 1/2" CUT MASONRY INSPECTION I TOTAL DEAD LOAD 25 � ; I TOTAL LIVE LOAD 20 i I DOWELS TO TOTAL LOAD 45 MATCH VERT. TYPICAL MASONRY FILLED CELL DETAIL TYP. PIPE UNDER FTG. V-6" LAP (TYP.) (SEE TYP. SECT.) SEE PLAN T.O. FOOTING 3000 PSI CONC. (FIRST POUR) VE FTG. REINFORCING (SEE TYP. SECT.) TYP. STEPPED FTG. MASONRY WALL SCHEDULE MARK THICKNESS REINFORCING MW -1 8" CMU #6 0 48" O.C. MW -2 8" CMU #6 0 8" O.C. SEE NOTE 1 SC -2 SEE ARCH MASONRY WALL NOTES: 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING 0 16" O.C. HORIZ. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. ADJACENT TO ANY EXTERIOR/INTERIOR WALL OPENING, PLACE 1 #6 VERTICAL IN CELL GROUTED SOLID, FULL HEIGHT. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX. STEEL COLUMN SCHEDULE MARK SIZE BASE R A.B. REM SC -1 HSS8x4x3/8 16x12x1-1/8 (4) 1-1/804 SEE NOTE 1 SC -2 SEE ARCH +12.9/-42.7 100 +12.9/-25.7 +12.9/-30.4 +12.9/-30.4 +23.9/-26.3 +23.9/-29.2 NOTE: 1. PROVIDE 8-1/2xl2x1/2 CAP PLATE WELD TO STEEL BEAM ABOVE. WALL FOOTING OIL SEE PLAN T.O. FOOTING TYP. FTG. ADJACENT TO TRENCH NOTES: 1. WHERE HEIGHT OF MASONRY WALL SEGMENT EXCEEDS 12'-0", INTERMEDIATF 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. TYPICAL BOND BEAM DETAIL N.T.S. f f I, I NOTE FILL ALL BLOCK CELLS CMU WALL BEYOND � X£ _ -WITH 3000 P.S.I. CONCRETE BELOW GRADE _ 18" Y DOWELS MATCH - II�g r, 4 CONT. T T- " WALL -VERT. - # #5 X 12 ISOLATION I I AT 24" O.C. Ig :REINF: PROVIDE OI NT J NT s 48 BAR DIA. LAP I�rT = SPLICE 1/2 ISOLATION JOINT, I I CONC. SLAB ON GRADE, CONC. "SLAB ON ' TYP. I I SEE PLAN NOTES '€; CMU WALL SEE " _ GRADE SEE PLAN >tt�l g SIDEWALK, SEE CIVIL' Aif PLAN NOTES77T _SLAB I I �6* 113 1 T SLAB I t T - _ -_ I -x, x SEE PLANPLAN , s�-11� ISI III, ;III, SEE 3 �F sib ?` _ -. • -' I ;� j / STANDARD ACI HOOK 10 MIL - BARRIER (TYP) ' Agk T FTG NOTE : FILL ALL BLOCK SEE PLAN CELLS WITH 3000 P.S.I. T OOTING i FOOTING SEE GROUT BELOW GRADE SEE PLAN T PLAN • • CONC. FOOTING, SEE PLAN AND SCHEDULE 3" CLR. SECi1®N STANDARD ACI HOOK, TYP, -nON r2 3/4"=1'-0" S3.1 48 BAR DIAMETER SPLICE LENGTH EL. +8'-0". T.O. BOND BM. MASONRY U -BLOCK BOND BEAM WITH 1#5 CONT. FOOTING SCHEDULE MARK SIZE REINFORCING F24.12 2'-0" X 12" X CONT. (2) #5 CONT. BOTTOM F70140 7'-0" X 14'-0" X 16" (7) #5 L.W./(16) #5 S.W. BOTTOM +12.9/-58.7 50 +12.9/-26.4 +12.9/-35.5 +12.9/-42.7 100 +12.9/-25.7 +12.9/-30.4 +12.9/-30.4 +23.9/-26.3 TERMINATE HORIZ. REINF. AT THE JOII REINF. CELL OR CC CONC. SEE PLAN CONSTRUCTION PAPER ON ONE SIDE ONLY CAULK AND PREMOLDED FOAM BACKING ROD FILL VOID SOLID WITH MORTAR. oDISCONTINUED WALL LATERAL REINFORCING PLAN VIEW NOTES 1.- SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CON nNUE 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 SEE ARCH. DWGS '*-- BACKER ROD & CAULK BAR SEE ARCH. DWGS ALTERNATE METHOD CMU WALL CONTROL JOINT (WCJ) DETAIL N.T.S. ROOF WIND PRESSURE (PSF) COMPONENTS AND CLADDING -EXP. C-108 MPH ASD WIND SPEED EFFECTIVE WIND AREA (SQ. FT.) ROOF AREA 1 2 3 10 +12.9/-28.1 +12.9/-47.1 +12.9/-71.0 20 +12.9/-27.3 +12.9/-42.1 +12.9/-58.7 50 +12.9/-26.4 +12.9/-35.5 +12.9/-42.7 100 +12.9/-25.7 +12.9/-30.4 +12.9/-30.4 +23.9/-26.3 +23.9/-29.2 IMPORTANCE FACTOR 1.0 NOTES: 1. WIND DESIGN PER FBC-2010 2. +: INDICATES WIND PRESSURE INDICATES WIND SUCTION 3. WALL DISTANCE A = 6 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 5. MULTIPLY VALUES WITH 1.67 FOR ULT. (� COL BASE PL PLAN 3'-6" NOTE: 2)#4 ( INSTALL BELOW UPPER LAYER CTR ON CORNER) OF SLAB REINFORCING SEE NOTE ABOVE SLAB EDGE N (2)#4 X 6'-0" (SEE NOTE ABOVCON E 1 I SEE PLAN FOR ADD'L SLAB REINF. TYP. SLAB CORNER REINF. SEE PLAN FOR SLAB THICKNESS (TYPICAL) SEE PLAN FOR RECESS SEE PLAN x x x SEE PLAN ►� 1 L12- 1 #5 CONT THICKENED EDGE (TE.) N.T.S. DOOR & 'WINDOW WIND ` PRESSURE (PSF) COMPONENTS AND CLADDING -EXP. C-108 MPH(ASD) WIND SPEED SIZE OF WALL OPENING (SQ. FT.) WALL AREA 4 5 10 I -�aI II j---- it I 20 -------FF ----F---FF r - �--- it -�--- 50 - u -L---� - -L--� -I - �----I --I--- I-- 100 +23.9/-26.3 +23.9/-29.2 1F GROUT -FILLED CELLS - -� T r ---L - F ---J - r-----1 --I- 1 I I 3000 PSI (TYPICAL) .. ---T L -- - �---- LII 00 II---- II T L -1 4 1/2" x 4 1/2" CUT MASONRY INSPECTION I & CLEAN-OUT HOLE � ; I I i I DOWELS TO MATCH VERT. TYPICAL MASONRY FILLED CELL DETAIL N.T.S. (� COL BASE PL PLAN 3'-6" NOTE: 2)#4 ( INSTALL BELOW UPPER LAYER CTR ON CORNER) OF SLAB REINFORCING SEE NOTE ABOVE SLAB EDGE N (2)#4 X 6'-0" (SEE NOTE ABOVCON E 1 I SEE PLAN FOR ADD'L SLAB REINF. TYP. SLAB CORNER REINF. SEE PLAN FOR SLAB THICKNESS (TYPICAL) SEE PLAN FOR RECESS SEE PLAN x x x SEE PLAN ►� 1 L12- 1 #5 CONT THICKENED EDGE (TE.) N.T.S. DOOR & 'WINDOW WIND ` PRESSURE (PSF) COMPONENTS AND CLADDING -EXP. C-108 MPH(ASD) WIND SPEED SIZE OF WALL OPENING (SQ. FT.) WALL AREA 4 5 10 +28.1/-30.4 +28.1/-37.5 20 +26.8/-29.2 +26.8/-35.1 50 +25.2/-27.5 +25.2/-31.7 100 +23.9/-26.3 +23.9/-29.2 IMPORTANCE FACTOR 1.0 OT 1. WAND DESIGN PER FBC-2010 2. +: INDICATES WIND PRESSURE -: INDICATES WIND SUCTION 3. WALL DISTANCE A = 6 FT (COMPONENTS AND CLADDING) rj I i rj 4. FOR WALL OPENINGS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER WALL ELEVATION WALL OPENING AREA. 5. MULTIPLY VALUES WITH 1.67 FOR ULT. REINF. GROUTED CELLS ��. PROVIDE PREFAB. "L" PROVIDE PREFAB. "-"- JOINT REINFORCING JOINT REINFORCING AT AT ALL CORNERS ALL INTERSECTIONS PARTIAL PLAN TYPICAL CMU WALL DETAILS N.T.S. 2" DEEP SAWCUT (OR 1/3 x B THICKNESS) WITHIN 24 HOURS 0 POUR (DO NOT INTERRUPT MESH) I I-1 I I-1 I -I I I-1 I'- - I,=[ 1-1I 1-1 I" METAL KEY -FORM BY KEYHOLD INC. OR EQUAL (STOP MESH) CONSTRUCTION JOINT CONTROL JOINT TYPICAL SLAB -ON -GRADE N.T.S. NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS SHALL CREATE PANELS OF 400 SQ. FEET (MAXIMUM) llffEF ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: MAOI N� 536113 , Lu It"C,? BJARNE MADSEN, P.E, FL, 58683 CONSULTANT: 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 LIC EB28029 PROJECT # IP14-12 O TYP. DETAILS AND SECTIONS s c� C 0 CHECKED: BM DRAWN: RED Q O -L 3X3X1/4" EA. SIDE 0 JST. GDR. L 2X2X1/4" EA. SIDE 0 K -JOIST 18 GAUGE x 2" VVI GALV. STEEL HOLD -DO STRAP W/ (2) #10 TEK RTU SEE MECH. SCREWS INTO UNIT TABLE SPAN L SIZE UP TO 4'-0" L3x3x3/Ib *-I" TO 6'-0" L4x3x1/4 (LLV) 6'-I" TO 8'-0" L5x3x1/4 (LLV) 8'-1" TO 10'-0" Lbx4x5/16 (LLV) HVAC UNIT SUPPORT Lbx4x5/I6 (LLV) HVAC UNIT SUPPORT SEE TABLE MOUNTING FRAME, MOUNTING FRAME COPE 3" CURB & ANGLE SUPPORT - TYP. INSTALL STRAP 0 24" O.C. MAX. N W ROOFTOP UNIT NOTE: WHERE DISTANCE FROM SUPPORT FRAMING PANEL POINT DOES NOT EXCEE ANGLE SEE TABLE 6" FOR JST. GIRDER OR 3" FOR ABOVE K -JOIST, STRUC. IS NOT NEEDED. JOISTS SEE PLAN L2X2X3/16 X -BRIDGING TYP. JST. /JST. GIRDER (2 ROWS BOTH SIDES) CHORD SUPPORT TYP. RTU HOLDDOWN FOR LOADS ®OTHER THAN PANEL POINT LOCATIONS 18GA. CONT. TRACK. ATTACHED TO EA. METAL 4 = STUD W/(1)#10 TEK SCREW EA. SIDE, TYP. T PARAPET SEE ARCH rl 3-5/8"-18GA. METAL 1 STUDS AT 16" O.C. 19/32" PLYWOOD ATTACHED W/#10 TEK SCREWS 'AT 6" O.C. EDGES AND AT I I_= 3 6 O.C. INFIELD, TYP. k NRC.M.U. WALL SEE PLAN SINGLE "K.O: BLOCK W/(1) F w #5 CONT., GROUT SOLID I� } K� - n w_ 8G - A. CONT. -TRACK:: ..� 1 _ . -<: ATTACHE O::EA. T STUD.W 1 10 TE :SCREW.. _ - EA ~SIDE `"ATTACH =IO a �r C. .U. CONCRETE BEAM W y � T T=-6 :.O.0 1 4 RCO A SA _ ,. TYP ir_ �, i p v I - E 3/16 JST. BRG. SEE PLAN DBL. K.O BLOCK W/(2) #5 CONT. TOP AND BOTT. GROUT SOLID 1' 4' 9 9 DETAIL, "A -All 18GA. CONT. TRACK. ME ATTACHED TO EA. TAL STUD W/(1)#10 TEK SCREW EA. SIDE, TYP. FOR SIZE AND LOCATI OF REQUIRED ROOF OPNG. SEE MECHANICAL DU*S. AND OR HVAC MANUFACTURER 3 SIDES, --T1 A TYP. Fz c W_WJ &L (n SEE TABLE HVAC UNIT SUPPORT TYP. ROOF OPENING HVAC SUPPORT FMG. --06 T PARAPET SEE ARCH ++ + + (4)#10 TEK SCREWS, TYP. 3-5/8"-18GA. METAL { STUDS AT 16" O.C. I �.1 '6"-18GA. METAL STUDS AT EA. STUD 18GA. CONT. TRACK. ATTACHED TO EA. METAL a STUD W/(1)#10 TEK SCREW S'-18GA. METAL w EA. SIDE, TYP. STUDS AT 16" O.C. cn I uob T PARAPET a SEE ARCH 19/32" PLYWOOD ATTACHED \_ W/#10 TEK SCREWS AT ( STUDS T16" METAL (4)#10 TEK SCREWS, TYP. 6" O.C. EDGES AND AT STUDS AT 16" O.C. 6" O.C. INFIELD, TYP. STUDS A, METAL 19 32' PLYWOOD ATTACHED STUDS AT EA. STUD / -\ W/#10 TEK SCREWS AT '\ 6"-18GA. METAL 6" O.C. EDGES AND AT STUDS AT EA. STUD ++ + + + 6" O.C. INFIELD, TYP. T C.M.U. WALL ++ + + + T C.M.U. WALL TSEE PLAN SEE PLAN c.U. WALL, ySEE PLAN SINGLE K.0 BLOCK W/(1) C.M.U. WALL, SEE PLAN SINGLE K.O. BLOCK W/(1) CONT. GROUT SOLID w w p w #5 CONT, GROUT SOLID -1/4 0 TAPCONS X. 3 ®6 O.C. 1/4w s8 TAPCONS X 3 0 6 O.C, L3X3X1 / 4 XCONT. ATTACHED W L3X3X1 4 XCONT. ATTACHED W _ " w 18GA. CONT. TRACK. 18GA. CONT. ACK. EMBED STAINLESS TR 3 4 DIA. X 4 EMBED STAINLESS 3 .4 DIA. X '4 M / / ATTACHED TO EA. METAL w : .:STEEL EXP. BOLTS ®32 O.C. IN STEEL EXP. BOLTS ®32 O.C. IN ATTACHEDTO EA. METAL STUD W/(1)#10 TEK SCREW STUD W/(l)#10 TEK SCREW ;. GROUTED CELLS , GROUTED CELLS EA. SIDE, ATTACH TO __� EA. SIDE, ATTACH TO GA. CONT. TRACK, ATTACHED TO 0 �� __ 18 ' 18GA. CONT. TRACK. ATTACHE T _ C.M.U. CONCRETE BEAM W ..:.. - .. , _ C.M.U. CONCRETE BEAM W � / / N M " b 1 0 TEK SCREW EA. METAL STUD W/(l)#10 TEK SCREW EA. METAL STUD W 1 :�� 1/4-0 TAPCONS AT 6 O.C. 1 4 � TAPCONS AT 6 O.C., - EA. SIDE. ATTACH TO DBL. PLATE W 2 O DBL. LA W 2 STAGGERED TYP. .. EA. SIDE;. ATTACH T PLATE /O _ _ /O TYP. 5 8 THRU BOLTS AT EA. JOIST TYP. 5 8 _ U ;BOLTS ; AT EA. JOIST TYP. , � THR _ _ T. / / DB ..2X6: ATT CH TO DECK' W/ DB�. 2X6 ATTCH TO DECK W/ L. ,F 3/16"0 X 3" LONG LAG SCREW AT 3/16"0 X 3" LONG LAG SCREW AT 12" O.C. 12" O.C. METAL ROOF BECK 3/116" 16" METAL ROOF DECK SEE PLAN SEE PLAN JST. BRG. SEE PLAN \ DBL. K.0 BLOCK W/(2) #5 CONT. TOP AND BOTT. GROUT SOLID F DETAIL A -A WALL, SEE PLAN S TION 1 3/4"=1'-0" 54.1 STEEL JOIST SEE PLAN f '--7X7X3/8" EMBED PLATE W/(2)-5/8'0 I X 5" LG. H.S. SEE } _ j DETAIL A -A N I. MATCH VERT. WELDABLE BAR i SINGLE K.0 BLOCK W/(1) #5 CONT. GROUT SOLID W -SHAPE, SEE PLAN NDOW/DOOR, SEE ARCH SECTION 3/4"=1'-0" 54.1 STEEL JOIST SEE PLAN DBL. K.0 BLOCK W/(2) -- #5 CONT. TOP AND BOTT. GROUT SOLID 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. L 4x4x1/4 PL 1 2"x4"x8" CONT. W/ I2)-1/2"Wx5" NELSON STUDS STEEL DECK ® 4'-0" O.C. L 4x4x1/4 PH, (407) 252-4225 CoNT. 3/4">� HILT] KWIK BOLT (6" EMBED.) 1/8 3 0 32" O.C. ALTERNATIVE "A" ALTERNATIVE "B" DECK SUPPORT ANGLE ANCHORAGE CONTRACTOR'S OPTION DETAIL A -A WALL, SEE PLAN S TION 1 3/4"=1'-0" 54.1 STEEL JOIST SEE PLAN f '--7X7X3/8" EMBED PLATE W/(2)-5/8'0 I X 5" LG. H.S. SEE } _ j DETAIL A -A N I. MATCH VERT. WELDABLE BAR i SINGLE K.0 BLOCK W/(1) #5 CONT. GROUT SOLID W -SHAPE, SEE PLAN NDOW/DOOR, SEE ARCH SECTION 3/4"=1'-0" 54.1 STEEL JOIST SEE PLAN DBL. K.0 BLOCK W/(2) -- #5 CONT. TOP AND BOTT. GROUT SOLID 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. SEC-nO 3 3/4"=1'-O" S4.1 SEE PLAN AND SCHEDULE ON THIS .SHEET WINDOW/DOOR, SEE ARCH SECTION 3/4"=1'-0" 54.1 z c 7-ELEVSTORE c� c w ° 4955 CR. 46A R SANFORD, FL 32746 U U C c PROJECT NO: 2013,0266 DATE: April 28, 2014 g c ORLANDO, FLORIDA 32814 PH, (407) 252-4225 LIC EB28029 PROJECT # IPI 4-12 18GA. CONT. TRACK. ATTACHED TO EA. METAL STUD W/(1)#10 TEK SCREW EA. SIDE, TYP. ak T PARAPET SEE ARCH ++ ++ �(4)#110 3-5/8"-18GA. METAL �^ TEK SCREWS, TYP. STUDS AT 16" O.C. j (4)#10 TEK SCREWS, TYP. 19/32" PLYWOOD ATTACHED 3-5/8"-18GA. METAL W/#10 TEK SCREWS AT 'EDGES ( j 3-5/8"-1 SGA. METAL STUDS AT EA. STUD 6" O.C. AND .AT -' STUDS AT EA. STUD 6" O.C. INFIELD, TYP. T C.M.U. WALL ++ ++ SEE PLAN SINGLE K.0 BLOCK W/(1) #5 CONT. GROUT SOLID - 18GA.' CONT., ilk I ATTACHED TO EA.METAL 0 w STUD W TE .SCREW 1 10 K m . EA. SIDE ATTACH TO .: 0 ED 1 4-XCON L3X3 T ATTACHED' C.M.U./CONCRETE BEAM W/ L3X3 1 /4 ON T ED W/ : wc�Qz iI 3/4M DIA. X 4w EMBED STAINLESS 1/4"� TAPCONS AT 6w O.C., .STEEL .XC, .. .C,:.H- 3/4_ DIA. X,,EMBED,4:STAINLESS EXP. BOLTS ®32N O.C. IN STAGGERED TYP. .A_:, STEEL EXP.-, OLTS ®:32 O.C. IN , GROUTED CELLS .A... GROUTED CELLS ,... z 0 O METAL ROOF DECK METAL=ROOF DECK - SEE PLAN SEE PLAN - U B DECK VARIES _ , ::'...: B DECK VARIES o SEE PLAN _ SEE 'PLAN 0 BRIDGING BRIDGING a w SEE PLAN SEE PLAN c 0 a w NO DATE REMARKS STEEL JOIST STEEL JOIST REVISIONS, SEE PLAN DBL. K.0 BLOCK W/(2) I SEE PLAN #5 CONT. TOP AND BOTT. GROUT SOLID c a 0 L2-1/2X2-1/2X1/4"\_L2-1/2X2-1/2X1/4" ° (2)-5/8"0 X 4" EMBED (2)-5/8"0 X 4" EMBED I EXP. BOLTS j EXP. BOLTS o NELEVEIM \-C.M.U. I j C.M.U. WALL, SEE PLAN z c� o WALL, SEE PLAN F W € PRECAST LINTEL ° SEC-nO 3 3/4"=1'-O" S4.1 SEE PLAN AND SCHEDULE ON THIS .SHEET WINDOW/DOOR, SEE ARCH SECTION 3/4"=1'-0" 54.1 z c 7-ELEVSTORE c� c w ° 4955 CR. 46A R SANFORD, FL 32746 U U C c PROJECT NO: 2013,0266 DATE: April 28, 2014 g c gs ONTACTS......., C GOVERNMENTAL A G NCIE SERVICE UTILITIES _ELECTRICPT DEPT.: DEPARTMENT MARSHAL'AL DEPT.: WATER D P. E T. . . NAME: FLORIDAFLORI DA POWER &LIGHT .: NAME. CITY OF SANFORD PLANNING DEPT. NAME CITY OF SANFORD BUILDING AND FIRE NAME. CITY OF SANFORD UTILITY DEPARTMENT : 2626 W. STATE ROAD 46 ... ADDRESS. PREVENTION DIVISION ADDRESS. 300 N. PARK AVENUE AVENUE ADDRESS: 300 N. PARK .a SAPPORO FL 32771 ADDRESS. 300 N. PARK `AVENUE' SAPPORO, FL 32771 , SAPPORO, FL 32771 SO SR. PLANNER SAPPORO FL 32771 CONTACT: MR. RICHARD BLAKE CONTACT: MR. JOHN TRINIDAD CONTACT. MS. EILEEN HIN N _ _ ' PHONE: 407-688-5101 PHONE: 407-328-1938 PHONE 407 688 5147 CONTACT: MR. TIMOTHY ROBELS PHONE 407-688-5052 #' DEPT.: SERVICE UTILITIES TELEPHON T.: ZONING DEPARTMENT DEPT.: PLUMBING DEPT.: STORM DRAINAGE . �.. DEP ., NAME: CITY OF SAPPORO ZONING DEPT. NAME:SINOLE . CITY OF SAPPORO BUILDING AND FIRE NAME: EM COUNTY, PUBLIC WORKS AND NAME: AT&T COMMUNICATIONS ADDRESS: 300 N. PARK AVENUE PREVENTION 'DIVISION ENGINEERING DIVISION ADDRESS: 132 COMMERCE WAY SANFORD FL 32771 ADDRESS: 300 N. PARK AVENUE ADDRESS: 100 E. 1ST STREET SANFORD, FL 32771 SANFORD FL 32771 CONTACT: MR. SCOTT LORENZ CONTACT: MS. EILEEN HINSON, SR. PLANNER SANFORD, FL 32771 , PHONE 407-688-5147 CONTACT: MR. JOY DEEP CONTACT: MR. MARK E. FLOMERFELT, P.E., CFM PHONE 407-716-6852 PHONE: 407-688-5064 PHONE: 407-665-5709 DEPT.: ZONING DEPARTMENT DEPT.: TRAFFIC ENGINEERING DEPT.: STORM DRAINAGE DEPT.: UNDERGROUND STORAGE TANKS & PIPING NAME: CITY OF LAKE MARY ZONING DEPT. NAME: SEMINOLE COUNTY, PUBLIC WORKS AND NAME: CITY OF SANFORD PLANNING DEPARTMENT NAME: CITY OF SANFORD BUILDING AND FIRE ADDRESS: 911 WALLACE COURT ENGINEERING DIVISION ADDRESS: 300 N. PARK AVENUE PREVENTION DIVISION LAKE MARY, FL 32746 ADDRESS: 100 E. 1ST STREET SANFORD, FL 32771 ADDRESS: 300 N. PARK AVENUE CONTACT: MR. STEPHEN NOTO, PLANNER SANFORD, FL 32771 CONTACT: MR. JOHN M. SCHULTHEIS, P.E., PLANNING SANFORD, FL 32771 PHONE: 497-585-1440 CONTACT: MR. ANTHONY (TONY) NELSON ENGINEER CONTACT: MR. TIMOTHY ROBELS PHONE: 407-665-5763 PHONE: 407-688-5148 PHONE: 407-688-5052 DEPT.: BUILDING DEPARTMENT DEPT.: SANITARY SEWER DEPT.: STORM DRAINAGE NAME: CITY OF SANFORD BUILDING AND FIRE NAME: CITY OF SANFORD UTILITY DEPARTMENT NAME: ST. JOHN'S RIVER WATER MGMT DISTRICT PREVENTION DIVISION ADDRESS: 300 N. PARK AVENUE (SJRWMD) ADDRESS: 300 N. PARK AVENUE SANFORD, FL 32771 ADDRESS: 601 S. LAKE DESTINY ROAD SANFORD, FL 32771 CONTACT: MR. RICHARD BLAKE MAITLAND, FL 32751 CONTACT: MR. JOY DEEN PHONE: 407-688-5101 CONTACT: MR. MONICA SOVACOOL PHONE: 407-688-5064 PHONE: 407-659-4844 ■ !r V o) W _V) U � o �cr- I Of¢ M w Lu - n 1:1:1:A:1�9:1.7a CAPPUCCINO ON ISLAND LIU/bIRAW IUWEK ICE COFFEE LID/STRAW MICROWAVE SLURPEE MACHINE 3BBL 0 � 00 00 IO --- O360 8 400 401 -- - - - - - --- - - - - - - - - -- 0 _ 1 EQUIPMENT ELEVATIONS 3/811 = 11-o° IUUNUIMLN I DISPENSER SLURPEE SLURPEE LID/STRAW MACHINE 38BL 516_---- HOT HOLD ON BEVERAGE DAD 89 ON COFFEE ISLAND ICED BULK COFFEE CREAMER ICED COFFEE 518 - ------- wAl U 10 ISI N w o z o o N I O N COFFEE URN TEA DISPLAY COUNTERTOP CONDIMENT RESTROOM SIGNAGE SPECIFICATIONS 1. LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF OR SIMILAR SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2". PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAMS. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6" MINIMUM IN HEIGHT. 2. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 3. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" A.F.F. TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. ]o - -------------- POSTMIX w/ICE DISPENSER AND CUP COUNTER PROJECT NOTES FAMILIARIZE AND SUBCONTRACTORS WILL THOROUGHLY 1. ALL CONTRACTORS THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. 2 THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL, OF AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND OR CONSTRUCTION DOCUMENTS. 3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS IE: STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE, AND AVOID OMISSIONS. 5. ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. STANDARDS. 6. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. 7. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. 8. ALL CONTRACTORS WILL GUARANTEE ALL LABOR AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF OCCUPANCY. 9. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND/OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE CONSTRUCTION MANAGER BEFORE PROCEEDING WITH THAT WORK. 10. ALL SUBCONTRACTORS WILL PROVIDE A CERTIFICATE OF INSURANCE TO THE CONSTRUCTION MANAGER PRIOR TO STARTING ANY WORK ON THIS PROJECT. CERTIFICATE OF INSURANCE CANNOT BE TERMINATED OR CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE OWNER. 11. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE CONSTRUCTION MANAGER. NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY THE CONSTRUCTION MANAGER. 12. NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS IS ALLOWED. NO "EQUIVALENT" SUBSTITUTIONS WILL BE MADE, UNLESS DUE TO THE LACK OF AVAILABILITY OF THE ORIGINAL MATERIAL SPECIFIED AND APPROVED IN WRITING BY 7 -ELEVEN, INC. CONSTRUCTION MANAGER. 13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD TO THE SATISFACTION OF THE CONSTRUCTION MANAGER AND/OR GENERAL CONTRACTOR ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED. 14. RESPONSIBILITY OF CONTRACTOR: EACH SUBCONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS. EACH SUBCONTRACTOR IS RESPONSIBLE ® FOR THE CARE AND PROTECTION OF HIS OWN WORK AND MATERIALS. 15. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE, THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION PHASES OF THIS PROJECT. 16. PILFERAGE: EACH CONTRACTOR WILL BE RESPONSIBLE FOR HIS OWN EQUIPMENT AND MATERIALS USED IN CONSTRUCTION INCLUDING THOSE ITEMS, FURNISHED BY THE OWNER, AND DELIVERED TO THE JOB SITE, TO BE INSTALLED BY THE CONTRACTOR. THE OWNER WILL NOT BE HELD LIABLE FOR STOLEN EQUIPMENT, MATERIALS OR DAMAGE OF THE SAME ON THIS JOB SITE. 17. LIENS: ALL SUBCONTRACTORS AND THE GENERAL CONTRACTOR WILL DELIVER TO THE OWNER, A COMPLETE RELEASE OF ALL CLAIMS ARISING OUT OF THIS CONTRACT. 18. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES, ALONG WITH A BROOM FINISH AT THE END OF EACH WORKING DAY. 19. SCHEDULE OF WORK: THE 7 -ELEVEN INC. CONSTRUCTION MANAGER WILL STATE, TO THE GENERAL CONTRACTOR DURING THE BIDDING PROCESS, THE REQUIRED NUMBER OF CALENDAR DAYS TO COMPLETE THIS WORK. ■ SYMBOLOGY/ LEGEND if ---- F , r ow e RPLANsi PROJECT DATA GENERALNOTES _ _. APPLICABLE CODE REFERENCE: A. GENERAL ARCHITECTURE . 2010 FLORIDA BUILDING CODE - BUILDING U � 2010 FLORIDABUILDING CODE - PLUMBING- :..._,_ 1 TO. ELECTRICAL, AND. PLUMBINGDRAWINGS ,. INTERIOR DESIGN 2010 FLORIDA BUILDING-CODEMECHANICAL . 'REFER FOR ADDITIONAL, GENERALNOTES, ABBREVIATIONS AND.°SYMSOLS. .. o 2008 NATIONAL ELECTRIC CODE- ELECTRICAL z I 2010 FLORIDA FIRE PREVENTION CODE -. FIRE LIFE SAFETY / W DETAIL S SHOWN ARE TYPICAL 1N NATURE AND ARE INDICATIVE OF PROFILE S - I ¢ _ N IU_j I- Z ADAAG FLORIDA STATE ACCESSIBILITY CODE - ACCESSIBILITYIN - o Z h - OCCUPANCY CLASSIFICATION. MERCANTILE GROUP M ( ) 3. m W 00 U MULTIPLE DRAWINGS,' NOTES ON ANY ONE DRAWING ARE TO APPLY TO ALL SUITE 100 0 OTHER SIMILAR MATERIALS AND SYSTEMS UNLESS ;NOTED OTHERWISE. ORLANDO, FLORIDA 32804 _o CONSTRUCTION CLASSIFICATION: PH 407,645,5008 cV TABLE503 OF THE 2010 FBCB:- 4. DRAWINGS TOP OF SLAB. ELEVATIONS ON ARCHITECTURAL A FX 407.629.9124 0�0 N C3 LEVELS UNLESS NOTED OTHERWISE. � THE 2010 FBCB. CONDIMENT COFFEE BREWER STATION 1 EQUIPMENT ELEVATIONS 3/811 = 11-o° IUUNUIMLN I DISPENSER SLURPEE SLURPEE LID/STRAW MACHINE 38BL 516_---- HOT HOLD ON BEVERAGE DAD 89 ON COFFEE ISLAND ICED BULK COFFEE CREAMER ICED COFFEE 518 - ------- wAl U 10 ISI N w o z o o N I O N COFFEE URN TEA DISPLAY COUNTERTOP CONDIMENT RESTROOM SIGNAGE SPECIFICATIONS 1. LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF OR SIMILAR SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2". PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAMS. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6" MINIMUM IN HEIGHT. 2. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 3. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" A.F.F. TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. ]o - -------------- POSTMIX w/ICE DISPENSER AND CUP COUNTER PROJECT NOTES FAMILIARIZE AND SUBCONTRACTORS WILL THOROUGHLY 1. ALL CONTRACTORS THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. 2 THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL, OF AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND OR CONSTRUCTION DOCUMENTS. 3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS IE: STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE, AND AVOID OMISSIONS. 5. ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. STANDARDS. 6. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. 7. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. 8. ALL CONTRACTORS WILL GUARANTEE ALL LABOR AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF OCCUPANCY. 9. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND/OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE CONSTRUCTION MANAGER BEFORE PROCEEDING WITH THAT WORK. 10. ALL SUBCONTRACTORS WILL PROVIDE A CERTIFICATE OF INSURANCE TO THE CONSTRUCTION MANAGER PRIOR TO STARTING ANY WORK ON THIS PROJECT. CERTIFICATE OF INSURANCE CANNOT BE TERMINATED OR CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE OWNER. 11. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE CONSTRUCTION MANAGER. NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY THE CONSTRUCTION MANAGER. 12. NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS IS ALLOWED. NO "EQUIVALENT" SUBSTITUTIONS WILL BE MADE, UNLESS DUE TO THE LACK OF AVAILABILITY OF THE ORIGINAL MATERIAL SPECIFIED AND APPROVED IN WRITING BY 7 -ELEVEN, INC. CONSTRUCTION MANAGER. 13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD TO THE SATISFACTION OF THE CONSTRUCTION MANAGER AND/OR GENERAL CONTRACTOR ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED. 14. RESPONSIBILITY OF CONTRACTOR: EACH SUBCONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS. EACH SUBCONTRACTOR IS RESPONSIBLE ® FOR THE CARE AND PROTECTION OF HIS OWN WORK AND MATERIALS. 15. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE, THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION PHASES OF THIS PROJECT. 16. PILFERAGE: EACH CONTRACTOR WILL BE RESPONSIBLE FOR HIS OWN EQUIPMENT AND MATERIALS USED IN CONSTRUCTION INCLUDING THOSE ITEMS, FURNISHED BY THE OWNER, AND DELIVERED TO THE JOB SITE, TO BE INSTALLED BY THE CONTRACTOR. THE OWNER WILL NOT BE HELD LIABLE FOR STOLEN EQUIPMENT, MATERIALS OR DAMAGE OF THE SAME ON THIS JOB SITE. 17. LIENS: ALL SUBCONTRACTORS AND THE GENERAL CONTRACTOR WILL DELIVER TO THE OWNER, A COMPLETE RELEASE OF ALL CLAIMS ARISING OUT OF THIS CONTRACT. 18. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES, ALONG WITH A BROOM FINISH AT THE END OF EACH WORKING DAY. 19. SCHEDULE OF WORK: THE 7 -ELEVEN INC. CONSTRUCTION MANAGER WILL STATE, TO THE GENERAL CONTRACTOR DURING THE BIDDING PROCESS, THE REQUIRED NUMBER OF CALENDAR DAYS TO COMPLETE THIS WORK. ■ SYMBOLOGY/ LEGEND if - , r e RPLANsi PROJECT DATA GENERALNOTES _ _. APPLICABLE CODE REFERENCE: A. GENERAL ARCHITECTURE . 2010 FLORIDA BUILDING CODE - BUILDING I ENGINEERING I 2010 FLORIDABUILDING CODE - PLUMBING- :..._,_ 1 TO. ELECTRICAL, AND. PLUMBINGDRAWINGS ,. INTERIOR DESIGN 2010 FLORIDA BUILDING-CODEMECHANICAL . 'REFER FOR ADDITIONAL, GENERALNOTES, ABBREVIATIONS AND.°SYMSOLS. .. PROJECT MANAGEMENT 2008 NATIONAL ELECTRIC CODE- ELECTRICAL I 2010 FLORIDA FIRE PREVENTION CODE -. FIRE LIFE SAFETY / 2. DETAIL S SHOWN ARE TYPICAL 1N NATURE AND ARE INDICATIVE OF PROFILE S 2007 NFPA 1 & NFPA 101 FL. EDITION , AND TYPES REQUIRED FOR THE WORK.REMAINDER OF'THE-WORK IS SIMILAR AA 003420 ADAAG FLORIDA STATE ACCESSIBILITY CODE - ACCESSIBILITYIN CHARACTER TO THESE DETAILS. _ . CA 8660 h - OCCUPANCY CLASSIFICATION. MERCANTILE GROUP M ( ) 3. MATERIALS AND SYSTEMS: NOTES ARE TYPICAL IN NATURE AND APPLY TO SYSTEMS. 604 COURTLAND STREET MULTIPLE DRAWINGS,' NOTES ON ANY ONE DRAWING ARE TO APPLY TO ALL SUITE 100 S. BUILDING TYPE: RETAIL CONVENIENCE STORE OTHER SIMILAR MATERIALS AND SYSTEMS UNLESS ;NOTED OTHERWISE. ORLANDO, FLORIDA 32804 CONSTRUCTION CLASSIFICATION: PH 407,645,5008 TABLE503 OF THE 2010 FBCB:- 4. DRAWINGS TOP OF SLAB. ELEVATIONS ON ARCHITECTURAL A FX 407.629.9124 TYPE V -B: UNPROTECTED LEVELS UNLESS NOTED OTHERWISE. UNSPRINKLERED MAXIMUM AREA ALLOWED. =9000 S.F. PER TABLE 503 OF THE 2010 FBCB. 5. COORDINATE FLOOR AND WALL PENETRATIONS, SLEEVES AND MECHANICAL L IED TO,SEAL, SHAFTS WITH TRADES CONTRACTORS, INCLUDING BUT NOT IMT I. GROSS BUILDING AREA: MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION CONTRACTORS. 7-11 BUILDING AREA: 3033 S.F. 6. REFER TO SITE GRADING PLAN TO DETERMINE EXTENT OF EXTERIOR FINISHES - U REMENTS: TABLE 601 602 OF THE 2004 FBC: i. FIRE PROTECTIVE REQUIREMENTS: OR SPLIT FACED BLOCK BELOW FINISHED FLOOR. ' EXTERIOR BRG. WALLS: 0 HRS. B, FIRE RATINGS aa INTERIOR BRG.WALLS: 0 HRS. COLUMNS: 0 HRS.1. BEAMS: 0 HRS. A FIRE RATING INDICATED FOR A WALL OR PARTITION IS FOR THE ENTIRE WALL .0 I y ,i FLOOR: 0 HRS. LENGTH AND HEIGHT OF THE . V3 ROOF: 0 HRS. 2. FIRE RATINGS INDICATED MUST COMPLY WITH THE UNDERWRITERS ` LABORATORIES TESTS AND AS ACCEPTABLE BY THE APPLICABLE BUILDING I TYPE V -B/ MAX OP'G` CODES AND REGULATIONS. OVER 5' TO 10' TO PROP. LINE: 1 HRS. (0%) ■ OVER 10' TO 20' TO PROP. LINE: 0 HRS. (10'-15': 15%; 15'- 20": 25%) 3. FIRE STOP OPENINGS IN THE FLOOR SLAB AND/OR RATED WALLS, INCLUDING j OVER 20' TO 30' TO PROP. LINE: 0 HRS. (20'-25': 45%; 25'-30': 70%) SPACES BETWEEN SLAB EDGE AND EXTERIOR WALL, SPACES BETWEEN DUCTS, OVER 30' TO PROP. LINE: 0 HRS. (NL) CONDUITS, PIPING AND OTHER PENETRATIONS. (EXCEPT WHEN COMPLETELY 'CONSULTANT: ENCLOSED BY FIRE RATED CONSTRUCTION) TO MAINTAIN THE CONTINUITY OF 3. OCCUPANT LOAD ANALYSIS (CHAPTER 10 FBC): THE FIRE RATING OF FLOOR OR WALL CONSTRUCTION AND TO PREVENT THE PASSAGE OF SMOKE. MERCHANDISE 1599/30 = 53.30 SALES 307/100 = 3.07 C. DIMENSIONING OFFICE 42/100 = 0.42 BACKROOMS 259/300 = 0.86 1. ALL DIMENSIONS ARE IN FEET -INCHES UNLESS NOTED OTHERWISE. COOLER/FREEZER 444/300 = 1.48 CDC TOTE/STORAGE 41/300 = 0.14 2. DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS. - TOTAL OCCUPANT LOAD -059 PEOPLE 3. VERIFY DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 7. MINIMUM NUMBER OF EXITS: 2 REQUIRED AND 2 PROVIDED. 4. EXTERIOR WALLS ARE DIMENSIONED TO THE EXTERIOR FINISHED FACE OF EGRESS WIDTH REQUIRED = .2 X OCCUPANT LOAD WALL UNLESS NOTED OTHERWISE. _ .2 X 59 = 11.8 INCHES 5. INTERIOR WALLS AND PARTITIONS ARE DIMENSIONED TO ONE FINISHED FACE EGRESS WIDTH PROVIDED = 102 INCHES UNLESS NOTED OTHERWISE. MAXIMUM TRAVEL DISTANCE TO AN EXIT: 6. DOORS ARE LOCATED BY THEIR JAMB DETAIL RELATIVE TO ADJACENT WALLS I DOES NOT EXCEED 200' (UNSPRINKLED CRITERIA) AND PARTITIONS. DOOR OPENINGS ARE DIMENSIONED TO THE STRIKE OR FIRE EXTINGUISHERS: PROVIDE (2) 4A,60 -BC F.E., BRACKET MOUNTED- HINGE FACE OF THE DOOR FRAMES. VERIFY LOCATIONS W/ LOCAL FIRE INSPECTOR. D. MISCELLANEOUS 8. ROOF LOADS LIVE LOAD: 20 PSF 1. SEAL EXTERIOR JOINTS AROUND DOORS, WINDOWS AND LOUVER FRAMES AND DEAD LOAD: 20 PSF AT PENETRATIONS OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION ELEMENTS TO PREVENT THE AIR AND WATER LEAKAGE. 9. WIND VELOCITY: 120 MPH WITH 3 SEC. GUST IMPORTANCE FACTOR: 1.00 2. ISOLATE DISSIMILAR METALS EFFECTIVELY FROM EACH OTHER TO PREVENT EXPOSURE CATEGORY: B ELECTROLYTIC ACTION. BUILDING CATEGORY: II INTERNAL PRESSURE COEFFICIENT: 0.18 3. COORDINATE SIZES AND LOCATIONS OF EQUIPMENT BASES AND WIND PRESSURES: SEE STRUCTURAL DRAWING SHEET S3.1 HOUSEKEEPING PADS. FOR MORE INFORMATION. 4. PROVIDE ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL, 10. TOILET FIXTURE COUNT: (SEPARATE FACILITIES PROVIDED) PLUMBING AND FIRE PROTECTION EQUIPMENT. o 59 OCCUPANTS/2 = (29 MALES, 29 FEMALES) m o WATER CLOSETS 59/500 = .118 (1 WATER CLOSET) REQUIRED - FOR MEN a (1 WATER CLOSET) REQUIRED - FOR WOMEN w i (2) WATER CLOSET (ADA ACCESSIBLE) PROVIDED LAVATORIES C 29/750 = .039 (1 LAVATORY) REQUIRED - FOR MEN o (1 LAVATORY) REQUIRED - FOR WOMEN a (2) LAVATORY (ADA ACCESSIBLE) PROVIDED 11. MECHANICAL, ELECTRICAL AND PLUMBING: 00 SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS o 0 12. MISCELLANEOUS: C HAND SINK IS PROVIDED IN MERCHANDISING AREA c a 13. DRINKING FOUNTAIN: C c No DATE REMARKS DRINKING FOUNTAIN NOT REQUIRED: WATER WILL BE PROVIDED UPON REQUEST BY CUSTOMER FREE OF CHARGE. REVISIONS Ch ABBREVIATIONS c 0 0 AC AIR CONDITIONING FF FINISH FLOOR REBAR REINFORCING BAR z AFF ABOVE FINISH FLOOR FR FIRE RATED REF REFERENCE AHU AIR HANDLING UNIT GALV GALVANIZED REINF REINFORCE 0 ELEVATION NUMBER - ROOM NAME AL ALUMINUM GYPBD GYPSUM BOARD REQ'D REQUIRED NOTE NUMBER ROOM NUMBER ASPH ASPHALT HC HANDICAPPED RO ROUGH OPENING SHEET NUMBER AT ALUMINUM THRESHOLD HDW HARDWARE SB SPLASHBLOCK BD BOARD HM HOLLOW METAL SHLVS SHELVES z BLKT BLANKET HVAC HEATING, AIR CONDITIONING, & VENT SIM SIMILAR c 7 -ELEVEN T O WINDOW NUMBER EQUIPMENT NUMBER CJ CONTROL JOINT INFO INFORMATION SPEC SPECIFICATION CLG CEILING INSUL INSULATION SS STAINLESS STEEL DETAIL, 116'-0" CMU CONCRETE MASONRY UNIT LAC LAY -1N ACOUSTICAL CEILING STL STEEL Q SECTION OR ELEV. DATUM POINT OR PLAN NUMBER DOOR NUMBER COL COLUMN MAS MASONRY STOR STORAGE w 0- 0-0 TRUSS BRG. CONC CONCRETE MAX MAXIMUM SUSP SUSPENDED CONT CONTINUOUS MECH MECHANICAL T TREAD 4955 CR, 46A A- REVISION NUMBER CPT CARPET MFGR / MFR MANUFACTURER TELE TELEPHONE SAPPORO, FL 32746 CT CERAMIC TILE MIN MINIMUM TPD TOILET PAPER DISPENSER WALL SECTION NUMBER, NEW COLUMN EXISTING COLUMN C/L CENTER LINE MO MASONRY ;OPENING TYP TYPICAL o DBL DOUBLE BUILDING SECTION LETTER - INTERIOR FINISH NUMBER GRID NUMBER GRID NUMBER MR MIRROR/MOISTURE RESISTANT UNO UNLESS NOTED 'OTHERWISE w OR LETTER OR LETTER DF -DRINKING FOUNTAIN MT MARBLE THRESHOLD VCT VINYL COMPOSITION TILE c SHEET NUMBER DIA DIAMETER MTL METAL VERT VERTICAL c PROJECT NO: 2013.0266 O EXTERIOR FINISH NUMBER DIM DIMENSION NA NOT APPLICABLE VT VINYL THRESHOLD DATE: APRIL 28, 2014 _ _ DN DOWN NIC NOT IN CONTRACT WC WATER CLOSET g DS DOWN SPOUT NOM NOMINAL .:' WD ` WOOD DETAIL NUMBER EA EACH NTS NOTTO'SCALE WP WATERPROOF- z EJ EXPANSION' JOINT OC ON CENTER WWF WELDED WIRE FABRIC SHEET NUMBER ELEC ELECTRICAL OPP OPPOSITE _ ', y , ' - ' W/ .: ` , WITH _AV TA ELEV / EL ELEVATION PLYWD PLYWOOD EQ EQUAL PREFAB PREFABRICATED EXIST EXISTING PSF POUNDS PER SQUARE FOOT ARCHITECTURAL DATA, FD FLOOR DRAIN PT PAINT / PRESSURE TREATED - = SYMBOLS &ABBREVIATIONS FE FIRE EXTINGUISHER QT QUARRY TILE . c R RISER/RADIUS ` CHECKED RW DRAWN; WT L:3 J21-011 3&4 i %2.0 WTS OPP. - NI � 70'-8" 19'-0" 2'-0" 25'-4" 1 rill" wrs 4.6• n wr8 1 191-01 1 ■r _ NENEEIM GENERAL NOTES A. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS TH CONTRACTORS. SHALL NOTIFY THE ARCHITECT, AND THE 7 -ELEVEN CONSTRUCTION MANAGER. B. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB SITE PRIOR COMMENCING WORK. C. VERIFY SIZE, LOCATION, AND CHARACTERISTICS, OF ALL WORK AND EQU TO BE FURNISHED BY OWNER OR OTHERS, WITH THE MANUFACTURER C SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. D. ERRORS AND/OR OMISSIONS IN ROOM, DOOR AND WINDOW SCHEDULES RELIEVE THE CONTRACTOR FROM EXECUTING WORK SHOWN ON DRAWING DESCRIBED IN SPECIFICATIONS. E. ALL DIMENSIONS ON PLANS UNLESS OTHERWISE NOTED ARE TO FACE C GYPSUM BOARD TO FACE OF GYPSUM BOARD AND FROM FACE OF INTE r7IAIICLI CI IRFAM TO GA(F OP PYTPPI()R Pwlcu CI IRFA(`P t " ' " , ' ' " f . Z AIN JI -'AUL bLI WLLN UUULLN LA I LNIUK WALL AIVU to 1 thaUN WALL Ur ✓ 4� �'q 7'-2 7/8 5'-11" 6 -3 1/2 36 -10 5/8 II 7 - 0 3/4 4 -9 1/8 I BUILDING, OR ANY EQUIPMENT TOUCHING COOLER. WALK-IN COOLER SUPPLIED ''==� BY 7 -ELEVEN, INC, INSTALLATION TO BE DETERMINED BY CONSTRUCTION�`� x ICE FREEZERWT2 MANAGER. r 0 110 109 ( oo WT6 I oo I - - WOMEN I j �-' y� . _ - - ,......- ...-.., ..-...- � � I � I � o } E� • ..-► o v BEVERAGE BAR 106 ELECTRICAL I G. FIRE EXTINGUISHER: 10# ABC WITH UL RATING 4A-60BC. SURFACE MOUNTED a ,' � I 00 F - ON WALL WITH MANUFACTURERS ALL STEEL WALL BRACKET. JL INDUSTRIES+ 1 �• i ( i 108 I C: ED, 0o 1 i� -) i� INC. (COSMIC 10E) OR APPROVED EQUAL WITH INSPECTION TAG AS REQUIRED ' w: t 5 1 II 1108 BY LOCAL CODES. 4, Sf f{ d ,t� CUSTOMER 11 I ` " - - F� � 5• ISERVICES II 106 H. CONTRACTOR TO PROVIDE AND INSTALL IVES #405 (OR APPROVED EQUAL) 1� ! COAT HOOKS FOR EMPLOYEES. INSTALL 2 IN OFFICE AND 3 IN BACKROOM. LOCATION TO BE DETERMINED BY CONSTRUCTION MANAGER. CN I-- - 0 I N WT4 11018 o I. ALL INTERIOR DOORS AT 6" FROM PARTITION WALL UNLESS OTHERWISE N I j "' 4 I WT5 ;-j WT5 I K, DIMENSIONED. CONSULTANT; I I 2 I 0 J. G.C. TO PROVIDE AND INSTALL EMERGENCY TOOL KIT IN LOCATION DESIGNATED I <e> 107 ( BY CONSTRUCTION MANAGER. TOOL KIT TO CONSIST OF: SIM• 6• 9'-2 8" L_ - - - . ----- ... . -- . .... -- . � / � � _ " -1 � -- � I 1. RED EMERGENCY TOOL BOX -QUANTITY 1 71, COFFEE ISLAND ✓ I I I I 2. CAUTION TAPE- QUANTITY 1 ROLL J i>o I ( 105 I 3. SAFETY VEST -QUANTITY 2 I 4 �` YI(T5 WT5 y�3 I 4. CORDED PHONE- QUANTITY 1 00 I I co I5. HAND HELD CALCULATORS -QUANTITY 2 1&2 5, I I ( I MEN CDC TOTE I 6. FLASH LIGHT W/BATTERIES -QUANTITY -2 2 •0 I I \ j I 105 107 I 7. YELLOW FORMS FOLDER COOLER I a. DISASTER PREPAREDNESS INSTRUCTIONS 4. 12 DR. VAULT - `-' ` -.. - `" - `g' `.-.' `" `-.' .-"' - ..-' -.. __...,._. -"` r - -.,.. `"" � � - _ _ - � I I i I I , I � b. EMERGENCY CONTACT LIST 1 I _ I I r --,I7'- 0 7/8" 4'-7" I C. CSTORE EMPLOYEE PHONE LIST 111 I 5. I -1 FAST FOOD 00 -c, d. RETAIL INVENTORY ADJUSTMENT FORMS I I I I PREPERATION 5.0 I I e. STORE TO STORE TRANSFER ..e - l - J f. EMPLOYEE TIME SHEETS NL� - .._ - - ..-.. - - - -, .-..- a._.. _.. - - -... _... -...-. - .�........._... - - -. --, _ � . -1 I I I _ _ _ _ _ _ _ I I 4 I '� ,O K. ALL WALL FINISHES IN THE MERCHANDISE / SALES AREAS SHALL BE FRP WALL YYT8 N 2 I I SALES ( WT5 T ( I WT8 PANEL "FRP-B" UNLESS NOTED OTHERWISE ON THE FLOOR PLAN. (REFERENCE 2 1 MERCHANDISE j I 102 i 1 SHEET A3.0 FOR MATERIALS SCHEDULE). 5. 5. N N wrs l , j I 4 L. APPLY 3M SUN CONTROL WINDOW FILMS ® ALL SOUTH, EAST, AND WEST r.. -•-� --�. �-. W--� - �-- -�-•- - ---- --- �- --v -m- ---- ---- --- ---- --®� � - � � I j 3/4 8'- 10 7/8 3'_7" � FACING GLASS (3M-1). NOTE NO FILM SHOULD BE APPLIED TO THE co I I rI 3 0 oo STOREFRONT DOORS. (REFERENCE SHEET A3.0 FOR MATERIALS SCHEDULE). I I j I 5. 104 5 4 BACKROOM 2 M. G.C. TO FURNISH AND INSTALL RIS BACKBOARD AT ISP DESK. REFERENCE I I I ;�, 5• 104 MATERIALS SCHEDULE ON SHEET A3.0. ri 6 7 005• IL -A i I 5. wT1 N I I 8'-21 /2" wT3 WALL TYPES CD I POINT OF SALE ®..__.. r-_ --_____...__.._._ ._...._ --__. - -_-- I � I 3 I I I I I 4'-1 1/4" 3'-4 1/8" 6'-9 1/8" �i WT1 NEW EXTERIOR WALL 8" x 8" x 16" NOMINAL CMU BLOCK. 1 1/2" lK I IRIGID INSULATION ABOVE CEILING. (R-8.6) o I R.O. 9 1/8 - m L-----------..-------------�. WT2 INTERIOR FURRING W/ 6" METAL STUDS AT 16" O.C. W/ 1/2" GYP. ° co I I I 103 4 2 BD. (W.R. GYPSUM BOARD IN WET AREAS). FULL BATT INSULATION c I j II 103 2 (R-19). TOP PLATE ® 10'-1" N 5 I I wT5 w 0\ 6. WT3 INTERIOR FURRING W/ 1-1/2" MTL. FURRING ®16" O.C. W/ 1/2" A 1 wn I 3 GYP. BD. (W.R. GYP. BD. IN WET AREAS). 1-1/2" RIGID INSULATION Q WT3 N4 %.0 I 7.0 L - -r- - `1 _J WT3 5, yyT3 (R-8.6). TOP C.10'-1" o If I I N " WT4 INTERIOR WALL 3=5/8"-20 ga MTL. STUDS ® 24" O.C. W/ ONE I o WT8 �, _ ( _ �i LAYER 5/8" TYPE 'X' GYP BD BOTH SIDES WITH FULL BATT L- _ - _ - _ _ _ WT8 lu INSULATION (R-13). FRAME TO ROOF DECK. o 1 _ T 101A o f; " WT1. 2 1 1 3 1 yyTl 2 WT5 TYPICAL INTERIOR PARTITIONS OR CEILING FURRDOWNS, 3 5/8n - 20 ga o fi » , METAL STUDS AT 24" O.C. W/ 1/2" GYPSUM BOARD; (W.R. GYPSUM7. W 1BOARD IN WET AREAS):. o --- 37'-3 7/8" v�_�. ;z 6 0 IT ON W 6" METAL -STUDS ® 24" O.C: 'W 1 2" c .. � - - DAT REMARKS M.O. - Wt' INTERI R PART TION _ / a 1 I W _ _ _ C NO E 37 4 6 8 26 8 _ ,: GYPSUM BOARD, ; W.R. GYPSUM IN WEf _ (. ) W _ REVISIONS RE w e.70' -8"W7 PRE -FAB COOLER. WALL OR F EZER 1�.. U :<:WT8 EXTERIOR PILASTER_ FRAMING. 2 1/2" METAL STUDS ®16 O.C. MAX W 2 EXT. 'GRAD ;:SHEATHING. SEE .PILASTER DETA L 1=4 A2.0 � ARCHITECTURAL FLOOR PLAN 114 -o" NORTH WALL TYPE NOTES N s 3/4" 2 COAT STUCCO SYSTEM THIN BRICK WATER A. CONTRACTOR SHALL ALLOW FOR DRYWALL CORNER BEADS AND FRP PANELS C - APPLIED DIRECTLY TO CMU TABLE 2'-3" KEY NOTES FOR PROPER FINISHED DIMENSIONS REQUIRED AT CRITICAL DIMENSIONS TO o w INSTALL EQUIPMENT. 2'-0" -77 1. PRECHARGED LINES ,IN WALL FOR REFRIGERATION ROUTED TO FLEXPACK UNIT o 3/4" 2 COAT STUCCO SYSTEM THIN BRICK WATER ON ROOF FOR OPEN AIR CASES, VAULT COOLER, VAULT FREEZER, VAULT ICE B. REFER TO SECTIONS .AND DETAILS FOR INSULATION THICKNESS AND 'R' z APPLIED DIRECTLY TO. CMU TABLE STORAGE & LANCER ICE MAKER. REFER TO SHEET P1.2 FOR PIPE RATINGS. 2'-0" 2'-3" ELEVATIONS. o THIN BRICK VENEER OVER PAPER THIN BRICK VENEER OVER PAPER BACKED w 2. PURIFIED WATER AND SYRUP LINES WILL BE ROUTED OVERHEAD, _ BACKED LATH ON SCRATCH COAT ON LATH -0N SCRATCH COAT ON OVER EIFS ON i SIGNAGE z 2 1/2 METAL STUD FRAMING 3/4 EXT SHEATHING AND 2 1/2 MTL STUDS 3. PURIFIED WATER LINE, UNDER FLOOR, TO COFFEE ISLAND. -REFER TO P2.0 N _ 4. PROVIDE FULL HT. 90' (MARLITE #M-961) PVC CORNER GUARDS AT ALL SN1 MEN'S TOILET -SEE DETAIL 2/A1.0 C ----7-ELEVEN SIRE I(( r E �. _ -,�, OUTSIDE CORNERS. PVC CORNER GUARDS TO BE 1 1/2 X 1 1/2 X 120. I N WOMEN'S TOILET -SEE DETAIL 2 A1.0 C N COLOR: P-140 IVORY / 2 ` s N 8" CMU 5. PROVIDED BY 7-11 AND INSTALLATION TO BE DETERMINED BY CONSTRUCTION N EMPLOYEES ONLY ° 4955 CR. 46A ' MANAGER. FULL HT. ST. STL. CORNER GUARDS (MARLITE #F560SS) AROUND c SANFORD, FL 32746 THIN BRICK VENEER VAULT ENTRANCE DOOR- STORE SIDE. ST. STL. CORNER GUARDS TO BE 1 N4 DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS 8" CMU OVER PAPER BACKED 1/2" X 1 1/2" X LENGTHS AS REQ'D. LATH ON SCRATCH COAT ! N5 TACTILE EXIT SIGN PER LOCAL AHJ THIN BRICK VENEER _ II ON OVER EIFS ON 3/4" �°} f w 8" CMUJ OVER SCRATCH COAT EXT SHEATHING AND 2 c PROJECT NO: 2013,0266 ON PAPER BACKED 1/2" MTL STUDS < z DATE: APRIL 28, 2014 8" CMU LATH OVER 3/4 EXT. n i . > NOTE I g ABOVE & BELOW 3'-4" WATER TABLE 1 TYP PILASTER BUILD -OUT 1 1/2" =1'-0" 7 -11 -PIU fl1"ML(1014-1) AT 3'-4" (WATER TABLE) 2 TYP PILASTER BUILD- OUT @ WATER TABLE 7-11-PAAM " DR_ (X 14--2) 1 1/21' = 1'-011 SHEATHING ON 2 1/2 METAL STUD FRAMING C 4„ ABOVE & BELOW 3'-4" WATER TABLE 3 CORNER PILASTER BUILD -OUT 1 1/2 1'-0" 5 1/2" AT 3'-4" (WATER TABLE) 4 CORNER PILASTER BUILD- 1 1/2 - 1 o _ 1 - 11 OUT @ WATER TABLE 11 REFER TO EF 1, EF2 & EF3 DWGS FOR EQUIP. LAYOUT lLY� 0 N @I FLOOR PLAN R o CHECKED: RW DRAWN: WT • tl • 44 4 ; • °° ..ad d' . . FREEZER ICE ° . . a° 110 d d a dd 109 P— SC-1 d . d. e d atl d: 4 a ° BEVERAGE _ — .. ° d BAR d 9 d ABV 9' 4" 2 2 2 FINISH FLOOR PLAN - L I i i FAST FOOD i L —i PREP i ri i ( i i i t i 1 2 i i i POINT i OF I SALE i SALES i i 102 I I 6 m ©1 �Evi al: C® romm-iffiAll oruIlw®Rl M I , Im L LEM ui kv. L 1.211. a - 0, m I HImmimW 4 q° { ° ' v' 13 d '4 • 'Q d A. 4 4 A• a. A- d ° ' a9 COFFEE ISLAND I 4 d AV. d 4 4 ,� _ - - ° d ° CON TILE r c Ji d d 4 ,— » PP 4 ABV. 9 4 s COOLER 4 v — — — m 12 DR VAULT k K 1 : k F ° A ° °- •'• ° MERCHANDISE � �`.� t�. � > � � _ 4 tl d .e "4 ' ' 4 . ° 101 VM if Is r v -14 i 4'• °° d ' - f . z tl4•fid ....... ., y 4.: ' 4 4A d I d.:' d i - d •4 d: d - 4 .4 4.•. .q d tl a 7.d P-4 ABV. 9'-4" ° d •' . a • P-4 ABV. 9'-4" 4 a 4: aq ° d 4---oor P— -P --------------------------- FINISH FLOOR PLAN - L I i i FAST FOOD i L —i PREP i ri i ( i i i t i 1 2 i i i POINT i OF I SALE i SALES i i 102 I I 6 m ©1 �Evi al: C® romm-iffiAll oruIlw®Rl M I , Im L LEM ui kv. L 1.211. a - 0, m I HImmimW A Q.•.4 A 4 qtl 4 ELECTRICAL 108 4 SC —1 d tl 4 CDC TOTE tl 107 . SC -1 4 4 1 I 114" = ],-0u NORTH ■ . 1 I I • KEYNOTES El 1. TRANSITION STRIP 2. 12"X12" FLOOR SINK FOR INDIRECT DRAINS 3. FLOOR DRAIN 4. MOP SINK 5. SLOPE TO DRAIN 6. 24" EDGE OF TILE TO RUN PARALLEL WITH ENTRY STOREFRONT. BEGIN FULL SIZE TILE AT EDGE OF ENTRY THRESHOLD PANELS TO BE LAID WITH 33% OFFSET. GENERAL NOTES A. REFER TO SHEET A3.0 FOR FINISH INFORMATION. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629,9124 SEAL; 1 ■ FLOOR FINISH LEGEND CONSULTANT; r ('CDA1/l/' Til C DC. Al n COD CIAIIQU Qt%UCni II C - c Q a w C w NO DATE REMARKS c w } REVISIONS w O_ O � w w O 0ELEvEn R c 7 -ELEVEN,STORE c #1030508 c w ° 1 4955 CR. 46A c SANFORD, FL 32746 O w C w V) PROJECT NO; 2013.0266 DATE; APRIL 28, 2014 z A201 g c w z 0 N @I FINISH FLOOR PLAN REFLECTED CEILING PLAN CEILING SCHEDULE TYPE DESCRIPTION C1 NOT USED C2 GYP BD CEILING 63 2X4 LAY IN CEILING 4 CEILING DETAIL >r_as MI L000-1) 1/4', = 1,_a METAL STUD WALL 16 GA. CONT. RUNNER TRACK ATTACHED W/ �2) #10 TEK SCREWS AT 24 OC 6" 18 GA. C STUD CEILING JOISTS AT 16" OC �•. .rs' +E wa• PAINTED 5/8" GYP BD CEILING (MOISTURE RESISTANT AT WET ROOMS) WALL COVERING AS SCHEDULED 31' _ 1 1-011 OCEILING DETAIL 6" COMPASSO SUSPENSION TRIM COMPASSO ELITE CLIP LAY IN CEILING 1 V -01" �4-■ STEEL BAR JOIST PROVIDE P3300 UNISTRUT OR EQUAL LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO BOTTOM CHORD OF BAR JOIST. LOCATE 1' OFF EXTERIOR WALL 4"X4" J -BOX FOR CAMERA CAMERA IN STORE MOUNTED TO UNISTRUT. CENTER CAMERA ABOVE DOOR UNISTRUT NOTE: GC TO PROVIDE ELECTRICAL & 3/4" CONDUIT BOTTOM CHORD FROM CAMERA/MONITOR TO OFFICE. OF BAR JOIST INSTALLATION OF MONITOR SUPPORT BY G.C. 6SECURITY CAMERA MOUNTING r (200-r) 3/4' = 1,-0" NOTE: GC TO PROVIDE ELECTRICAL & 3/4" CONDUIT BOTTOM Cl ]ORD FROM CAMERA/MONITOR TO OFFICE. OF BAR JOIST INSTALLATION OF MONITOR SUPPORT BY G.C. 2 SECURITY MONITOR MOUNTING 3/411 = 1 1-011 r 3 BULKHEAD SECTION UNNER TRACK i-5/8" x 20 GA. 'TUDS AT 16" O.C. i-5/8" x 20 GA. STUD ftCING AT 32" O.C. /2" PAINTED GYP. BD. /2" PAINTED 'YP. BD. SEE RCP FOR HEIGHT mV �Ay IN CEILING 3/411 _ 11.011 REFLECTED CEILING PLAN LEGEND FOUR WAY AIR DIFFUSER TRANSFER GRILL RETURN AIR ■ DIFFUSER CEILING EXHAUST SUSPENDED CEILING GRID Fo EXIT SIGN o 2 w c a z EXTERIOR WALL PACK REF. ELECTRICAL ..: GYP BOARD CEILING CK o SECURITY CAMERA z SECURITY CAMERA WALK IN COOLER ° EVAPORATOR o 0 LED LIGHT FIXTURE SECURITY MONITOR c REF. ELECTRICAL a EMERGENCY LED LIGHT ELEVATION w FIXTURE REF. ELECTRICAL MARKER NO DATE REMARKS c W w REVISIONS To 2x2 LED LIGHT FIXTURE 6' OR 8' LED = REF. ELECTRICAL LIGHT FIXTURE REF. ELECTRIC EMERGENCY 2x2 LED LIGHT LED LIGHT FIXTUe FIXTURE REF. ELECTRICAL REF. ELECTRICALcEWAN 0 ArELEvEc ■ a - 7 -ELEVEN T #1030508 4955 CR. 46A SANFORD, FL 32746 PROJECT NO: 2013.0266 I DATE: APRIL 28, 2014 f @I REFLECTED CEILING PLAN GENERAL NOTES I IWERPLAN A. FINISH CEILING HEIGHT SHALL BE AS NOTED. ROOF DECK B B. UNLESS OTHERWISE 'NOTED OR CODED, ALL FIXTURES SHOWN ARE NEW. ARCHITECTURE ENGINEERING C. THE CONTRACTOR SHALL CAREFULLY REVIEW ALL ATTACHMENT CONDITIONS FOR INTERIOR DESIGN NEW FURRED OR SUSPENDED CEILING TO ASSUME PROPER CLEARANCES AND FIXMENT. PROJECT MANAGEMENT PAINTED GYP., REFERENCE PAINTING SCHEDULE, SHEET A3.0 i i D. REFER TO E2.0 FOR ADDITIONAL INFORMATION ON LIGHTING. AA 003420 CA 8660 3-5/8- X 20 GA. / E.. ` REFER TO ENGINEERING .DRAWINGS FOR ALL LIFE SAFETY.- DEVICES. - ---- FINISH PER ROOM FINISH BRACE AT EACH. JOIST I SCHEDULE, SHEET A3.0, i i F. REFER TO ENGINEERING DRAWINGS `FOR ALL CIRCUITING/SWITCHING AND boo ccuRTLANb STREET AND INTERIOR ELEVATIONS, i i = 3-5/8" X 20 GA. ELECTRICAL RISER.INFORMATION. SUITE 100 SHEETS A5.0 & A5.1 METAL •STUDS ® : ' ORLANDO, FLORIDA 32804 16° O.C. ;_ G _. ENGINEERING DRAWINGS SUPERCEDES THIS DRAWING. PH 407,65.5008 i. FX 407.629.9124 H. REFER TO ENGINEERING DRAWINGS FOR ALL LIGHTING SPECIFICATION. METAL RUNNER TRI STRIPE ACCENT BAND AND CLOCK BY SEI i CHANNEL L. " SEE HVAC PLAN TO COORDINATE CEILING DIFFUSERS, GRILLES, AND FAN SEAL: (INSTALLED BY GC) SEE i LOCATIONS (SHOWN ON THIS DRAWING FOR LOCATION ONLY) PLAN FOR LOCATION J. SYRUP LINE INSTALLATION = WHERE REQ'D BY CODE OR AS INDICATED ON p 'z _ PLAN CABLED BUNDLE SYRUP LINES SHALL BE INSTALLED IN PVC CONDUIT CONDUIT FOR FR W 454 SWEEPS AT CORNER AND "TEE"� ` METAL LINES WALL COVERING CONNECTIONS. CONDUIT SHALL BE ATTACHED TO WALL AND UNDERSIDE OF ROOF j, s I"� �'' AS SCHEDULED CONSTRUCTION W/ PIPE STRAPS AS REQ'D. REFERENCE MANUFACTURER ! ` ey-► COOLER AND SPECIFICATIONS FOR; MINIMUM ALLOWED BENDING RADIUS OF LINES FREEZER PANELS BY 7 -ELEVENS NOTES [ElJ�7��_� 1 COOLER PONY WALL I 3/4" = 11-011.'-: 1.' G.C. TO PAINT GYP. BD. CEILING. REFER TO DETAIL 7 ON THIS SHEET. . �- rr_�(�rorr-q 2. _ COORDINATE LOCATION AND QUANTITY OF SECURITY CAMERA WITH CONSTRUCTION STEEL BAR JOIST PROJECT 'MANAGER. PROVIDE P3300 3. MAPES LUMISHADE ALUMINUM CANOPY. CONSULTANT: UNISTRUT OR EQUAL LENGTH AS REQUIRED 4. SYRUP LINES TO SLURPEE DISPENSERS. INSTALL IN PVC CONDUIT TO WALL TO SPAN JOISTS. POCKET BELOW AND SEAL AS REQ'D. SECURE TO BOTTOM CHORD OF BAR JOIST 5. INSULATED COOLER CEILING. MOUNTING BRACKET BY 6. BAR JOIST ABOVE. REFER TO STRUCTURAL DRAWINGS FOR SIZE AND SPACING. OTHERS LIGHT FIXTURES TO BE HUNG FROM BAR JOIST AND SPACED ACCORDINGLY. 7. PRISMATIC SKYLIGHT; SEE A2.3 FOR DIMENSIONED LOCATION, SEE EF -2 FOR i ADDITIONAL INFORMATION. Yi 8. 6" DIA. PVC CONDUIT ABOVE CEILINGS FOR SYRUP LINES - ROUTE (2) BUNDLES OF 4 SYRUP LINES PER 6" PVC CONDUIT AS REQUIRED - SEAL TO WALL FINISH AT PENETRATIONS AND APPLY SPRAY FOAM ON INTERIOR OF I CONDUIT AT ENDS TO SEAL AROUND SYRUP LINES (TYP THROUGH WALL) J -BOX FOR SECURITY CAMERA & MONITOR 9. SYRUP LINE 974 SERIES (974FR AT FIRE RATED WALLS) CABLED BUNDLE W/ DATA CABLES 3/8" HOSE IN GROUPS OF (4) (OR AS REQUIRED BY EQUIP VENDOR.) SECURITY MONITOR IN STORE ATTACHED TO BOTTOM OF DECK WITH 3/4" WIDE, 16 GAUGE, GALVANIZED PIPE SUSPENDED FROM UNISTRUT j,�`! STRAPS AT 4' O.C. MAX LOCATION TO BE DETERMINED BY CONSTRUCTION MANAGER �,� UNISTRUT 10. EXTERIOR FABRIC AWNING, UNDER SEPARATE PERMIT NOTE: GC TO PROVIDE ELECTRICAL & 3/4" CONDUIT BOTTOM Cl ]ORD FROM CAMERA/MONITOR TO OFFICE. OF BAR JOIST INSTALLATION OF MONITOR SUPPORT BY G.C. 2 SECURITY MONITOR MOUNTING 3/411 = 1 1-011 r 3 BULKHEAD SECTION UNNER TRACK i-5/8" x 20 GA. 'TUDS AT 16" O.C. i-5/8" x 20 GA. STUD ftCING AT 32" O.C. /2" PAINTED GYP. BD. /2" PAINTED 'YP. BD. SEE RCP FOR HEIGHT mV �Ay IN CEILING 3/411 _ 11.011 REFLECTED CEILING PLAN LEGEND FOUR WAY AIR DIFFUSER TRANSFER GRILL RETURN AIR ■ DIFFUSER CEILING EXHAUST SUSPENDED CEILING GRID Fo EXIT SIGN o 2 w c a z EXTERIOR WALL PACK REF. ELECTRICAL ..: GYP BOARD CEILING CK o SECURITY CAMERA z SECURITY CAMERA WALK IN COOLER ° EVAPORATOR o 0 LED LIGHT FIXTURE SECURITY MONITOR c REF. ELECTRICAL a EMERGENCY LED LIGHT ELEVATION w FIXTURE REF. ELECTRICAL MARKER NO DATE REMARKS c W w REVISIONS To 2x2 LED LIGHT FIXTURE 6' OR 8' LED = REF. ELECTRICAL LIGHT FIXTURE REF. ELECTRIC EMERGENCY 2x2 LED LIGHT LED LIGHT FIXTUe FIXTURE REF. ELECTRICAL REF. ELECTRICALcEWAN 0 ArELEvEc ■ a - 7 -ELEVEN T #1030508 4955 CR. 46A SANFORD, FL 32746 PROJECT NO: 2013.0266 I DATE: APRIL 28, 2014 f @I REFLECTED CEILING PLAN r L_ 4 4. ■ I' 20'-0" 14 20'-0" T.O. PARAPET . T.O. PARAPET , 22'-0" I 25'-4' I 3 22'-0' 2 T.O. PARAPET T.O. PARAPET 6. T.O. PARAPET 6. 1 l,l 1,2 2 -21 - ? ARCHITECTURAL ROOF PLAN 1/4 = 1�-o" o �:� = RLQ T z . . ;__ — - .. _ _ ` ■ ■ ■ .`■ N RTH 1, ■ AIR CONDITIONING UNIT 10 GAUGE GALV. ATTACHMENT 00% ;IMPACT MODIFIED .160 P 12 1 BRACKET 2 ON EACH SIDE CLEAR PRISMATIC ACRYLIC :OVER .116 a MODEL 800MD � PACT MODIFIED WHITE P 12 50 IM H NOTE: ___________ CURB FRAME I; 1. DETAIL ELIMINATES PITCH POCKETS FOR PIPING ALL PURPOSE SEALANT PRISMATIC ACRYLIC CC2 { ,= SHEET.. METAL' HOOD• ;� OORDINATE -WITH MECH. SHEETS ,FOR PENETRATIONS THROUGH THE ROOF. PITCH POCKET COUNTER FLASHING 20 GAUGE ___ STAINLESS STEEL ( , .0..:: CLAMPING RING ,., STALLATIONS ARE PROHIBITED. RE D.. UMBER :OF LINES SETS AND SIZE -0F OPENING 'REQ D. IN STEEL SECURE USING RIGID: STYROFOAM INSULATION :, Q_ N . 4_ a.. — ASTENE S AT 12 O.C. EAK COVE , F. F R PREFABRICATED HERMAL BR R . .._ T -- r. _ _ _ _ a INSULATED PRE FAB CLOSED STACK .; S E METAL 0 FLEX TUBE COLLAR. ;PROVIDE CONT. BEAD 2. ATTACH TREATED WOOD NAILER TO DECK WITH SUITABLE t- H R: c� PREFABRICATED CURB FLASHING EXTERIOR GRADE .WHITE VINYL OF SEALANT•AT;:COLLAR. FASTENER AS RE D PER LOCAL AHJ. w A/C CURB FLASHING ---- �,� . _ - _ G.C. TO PROVIDE CURB , - F..r � ,< ._�, , _; DUROLAST MECH. _ s -- — - DIMENSIONS TO ROOFING 5t 1 4 _�_PLATES AND / " ., 0 10 X (REQ'D LENGTHATTACHED ROOF SYSTEM 3. PROVIDE MIN 2 BETWEEN PIPES A 4 MIN # ( ) CONTRACTOR. .r. FASTENERS _. ter; _ _ . �- TEK SCREW OVER MECH. ATTACHED T -SHEET . MTL FLASHING RECEIVER. WITH GASKETED. FASTENERS CLEARANCE FROM PIPE TO TOP OF CURB. 40 IES . s r;_ N PLATES AND FASTENERS "WEATHER I.D. FRAME _ ;:1:.:OVER FINISHED O.D. CURB x, �,'" TAPERED INSULATION AS PER _ ®.:MIN .:18 , O.C. AROUND PERIMETER OF PIPE" PORTAL; J SWEEP a AS PER MANUFACTURERS MANUFACTURERS z SYSTEM -,. - EN G SCHEDULE ASR D PER PROVIDE"PROPER FAST IN EQ 'D DOUBLE GLAZING REQUIREMENTS REQUIREMENTS LOCAL AHJ. o GUARD'[GALVANIZED] DUROLAST MECH. - z L " R HEAT WELD, TYP. s' ` PRE-INSTALLED'BY PS SIGNATURE-- REMOVABLE COUNTER FLASHING OVER FASTENERS ®8 O.C.-OCATTACHED ROOF SYSTEM INTERIOR FOIL CURBS BY c� HEAT WELD OTHERS •.'ERIES S ROOFING MEMBRANE TO EXTEND MIN OF 2" ABOVE CANT NIF' NJ 6of 4- oo SINGLE PLY ROOFING MEMBRANE OVER LAP FLASHING AS g = " REQ'D PER ROOFING MEMBRANE SPECIFICATIONS o 1 1/2 X 22 GA, - #10 TEK 6" O.C. M GALVANIZED A STRAP 2 ON 200, THERMAL INSULATION '' L SIDES — — — — — — — — — — — — — — — — WOOD .CANT AS REQ'D TO BRACE CURB w ROOF DECK ------=---- -- ------ - INSULATE VOID AS REQ'D TO PREVENT FRAMING, PLAN VIEW REFER TO PLATES AND FASTENERS - CONDENSATION STRUCT, DWGS. AS PER MANUFACTURERS METAL ROOF REQUIREMENTS DECK _ Li 1 PIPE PORTAL DETAIL 1 1/2" = 1'-0° 2 HVAC UNIT CURB FLASHING DTL 311=I -ol Q,-KLR PIPE PENETRATION DETAIL 311= 11-0 4 SKYLIGHT DETAIL 1/2° 1 -o° 7—, �_P1PE FORM (2014-1) 7—//1GIAf° IXR9 OR 7— 6063-T5 ALUMINUM EXTRUDED FRAMES -EPDM `TAPE" - GLAZING SEAL 1 7/8 ' 'FOAM AIR ' SEAL TAPE ,(INSULATED BY SUNOF.TICS) :.:12A X: 1 .1 /2 HWH `:18/8. : S/S W/A 12 X 5/8_ 18/8 S/S RUBBER `.BACKED NEO WASHER ATTACHED CONSULTANT: NO DATE REMARKS REVISIONS O N @1111 1ROOF PIAN INTERPLANJA KEY NOTES 1: ``'SCUPPER WITH CONDUCTOR JkEAb. `81EC DETAIL'7/A6.1: ARCHITECTURE ENGINEERING 2. OVERFLOW SCUPPER. SEE DETAIL 4/A6.1. INTERIOR DESIGN 3. SINGLE PLY ROOFING WITH MINIMUM 4" ISO BOARD INSULATION OVER METAL PROJECT MANAGEMENT DECKING, MECHANICALLY FASTENED. AA 003420 4. WALKING PAD, TO BE A MINIMUM 30" AROUND MECHANICAL UNITS. CA 8660 5. BAR JOIST BELOW. REFER TO STRUCTURAL DRAWINGS FOR EXACT LOCATION. 604 COURTLAND STREET 6. CRICKET WITH TAPERED INSULATION. SUITE 100 ORLANDO, FLORIDA 32804 7. FLEXPACK. REFER TO MECHANICAL DRAWINGS. PH 407.645.5008 FX 407.629.9124 8. RTU. REFER TO MECHANICAL DRAWINGS. 9., VENT/PIPE. REFER TO DETAIL 3 ON THIS SHEET AND MEP DRAWINGS. SEAL: 10. REFRIGERANT PIPE PORTAL. REFER TO DETAIL 1 ON THIS SHEET. 11. CANOPY BELOW. 12. 20 GA PREFINISHED METAL CAP FLASHING - PAINTED SEAL SKIN,.:_ 13. PRISMATIC SKYLIGHT REFERENCE EF -2 SHEET ; v'� l < 14. BACKLIT FASCIA SIGN BY SIGN CONTRACTOR, UNDER SEPARATE PERMIT f ,y I it ■ I' 20'-0" 14 20'-0" T.O. PARAPET . T.O. PARAPET , 22'-0" I 25'-4' I 3 22'-0' 2 T.O. PARAPET T.O. PARAPET 6. T.O. PARAPET 6. 1 l,l 1,2 2 -21 - ? ARCHITECTURAL ROOF PLAN 1/4 = 1�-o" o �:� = RLQ T z . . ;__ — - .. _ _ ` ■ ■ ■ .`■ N RTH 1, ■ AIR CONDITIONING UNIT 10 GAUGE GALV. ATTACHMENT 00% ;IMPACT MODIFIED .160 P 12 1 BRACKET 2 ON EACH SIDE CLEAR PRISMATIC ACRYLIC :OVER .116 a MODEL 800MD � PACT MODIFIED WHITE P 12 50 IM H NOTE: ___________ CURB FRAME I; 1. DETAIL ELIMINATES PITCH POCKETS FOR PIPING ALL PURPOSE SEALANT PRISMATIC ACRYLIC CC2 { ,= SHEET.. METAL' HOOD• ;� OORDINATE -WITH MECH. SHEETS ,FOR PENETRATIONS THROUGH THE ROOF. PITCH POCKET COUNTER FLASHING 20 GAUGE ___ STAINLESS STEEL ( , .0..:: CLAMPING RING ,., STALLATIONS ARE PROHIBITED. RE D.. UMBER :OF LINES SETS AND SIZE -0F OPENING 'REQ D. IN STEEL SECURE USING RIGID: STYROFOAM INSULATION :, Q_ N . 4_ a.. — ASTENE S AT 12 O.C. EAK COVE , F. F R PREFABRICATED HERMAL BR R . .._ T -- r. _ _ _ _ a INSULATED PRE FAB CLOSED STACK .; S E METAL 0 FLEX TUBE COLLAR. ;PROVIDE CONT. BEAD 2. ATTACH TREATED WOOD NAILER TO DECK WITH SUITABLE t- H R: c� PREFABRICATED CURB FLASHING EXTERIOR GRADE .WHITE VINYL OF SEALANT•AT;:COLLAR. FASTENER AS RE D PER LOCAL AHJ. w A/C CURB FLASHING ---- �,� . _ - _ G.C. TO PROVIDE CURB , - F..r � ,< ._�, , _; DUROLAST MECH. _ s -- — - DIMENSIONS TO ROOFING 5t 1 4 _�_PLATES AND / " ., 0 10 X (REQ'D LENGTHATTACHED ROOF SYSTEM 3. PROVIDE MIN 2 BETWEEN PIPES A 4 MIN # ( ) CONTRACTOR. .r. FASTENERS _. ter; _ _ . �- TEK SCREW OVER MECH. ATTACHED T -SHEET . MTL FLASHING RECEIVER. WITH GASKETED. FASTENERS CLEARANCE FROM PIPE TO TOP OF CURB. 40 IES . s r;_ N PLATES AND FASTENERS "WEATHER I.D. FRAME _ ;:1:.:OVER FINISHED O.D. CURB x, �,'" TAPERED INSULATION AS PER _ ®.:MIN .:18 , O.C. AROUND PERIMETER OF PIPE" PORTAL; J SWEEP a AS PER MANUFACTURERS MANUFACTURERS z SYSTEM -,. - EN G SCHEDULE ASR D PER PROVIDE"PROPER FAST IN EQ 'D DOUBLE GLAZING REQUIREMENTS REQUIREMENTS LOCAL AHJ. o GUARD'[GALVANIZED] DUROLAST MECH. - z L " R HEAT WELD, TYP. s' ` PRE-INSTALLED'BY PS SIGNATURE-- REMOVABLE COUNTER FLASHING OVER FASTENERS ®8 O.C.-OCATTACHED ROOF SYSTEM INTERIOR FOIL CURBS BY c� HEAT WELD OTHERS •.'ERIES S ROOFING MEMBRANE TO EXTEND MIN OF 2" ABOVE CANT NIF' NJ 6of 4- oo SINGLE PLY ROOFING MEMBRANE OVER LAP FLASHING AS g = " REQ'D PER ROOFING MEMBRANE SPECIFICATIONS o 1 1/2 X 22 GA, - #10 TEK 6" O.C. M GALVANIZED A STRAP 2 ON 200, THERMAL INSULATION '' L SIDES — — — — — — — — — — — — — — — — WOOD .CANT AS REQ'D TO BRACE CURB w ROOF DECK ------=---- -- ------ - INSULATE VOID AS REQ'D TO PREVENT FRAMING, PLAN VIEW REFER TO PLATES AND FASTENERS - CONDENSATION STRUCT, DWGS. AS PER MANUFACTURERS METAL ROOF REQUIREMENTS DECK _ Li 1 PIPE PORTAL DETAIL 1 1/2" = 1'-0° 2 HVAC UNIT CURB FLASHING DTL 311=I -ol Q,-KLR PIPE PENETRATION DETAIL 311= 11-0 4 SKYLIGHT DETAIL 1/2° 1 -o° 7—, �_P1PE FORM (2014-1) 7—//1GIAf° IXR9 OR 7— 6063-T5 ALUMINUM EXTRUDED FRAMES -EPDM `TAPE" - GLAZING SEAL 1 7/8 ' 'FOAM AIR ' SEAL TAPE ,(INSULATED BY SUNOF.TICS) :.:12A X: 1 .1 /2 HWH `:18/8. : S/S W/A 12 X 5/8_ 18/8 S/S RUBBER `.BACKED NEO WASHER ATTACHED CONSULTANT: NO DATE REMARKS REVISIONS O N @1111 1ROOF PIAN CERAMIC TILE BASE 1.: -TILE: _INTERCERAMIC,, 1. VINYL BASE: " WITH 3/8" RADIUS 13X13 COLOR BODY CERAMIC, BOSTON BEIGE (T-2) ROPPE - 4" & 6"; COLOR "193 BLACK BROWN" 16X24 COLOR BODY CERAMIC, BOSTON BEIGE (T-1) (USE ONLY 6" IF REQUIRED BY LOCAL CODE) 16X24 COLOR BODY CERAMIC, LIGHT GRAY - T3 ORDERED BY SQUARE FOOT 2. TILE BASE: INTERCERAMIC WITH 3/8" RADIUS 2. VERSABOND GRAY THINSET, 50/LB BAG 6X12 COVE BASE, BOSTON BEIGE OR LIGHT GRAY 3. POLYBLEND SANDED GROUT, NEW TAUPE, 25/LB BAG 1X6 CORNER, BOSTON BEIGE OR LIGHT GRAY 4. CLEANING PRODUCTS FILA - DETERDEK 5 LITER (INITIAL CLEANING BY GC) 1X6 OUTSIDE CORNER, BOSTON BEIGE OR LIGHT GRAY 5. USE 3/16" GROUT LINE WITH INSTALLATION OF TILES 3. GALVANIZED COVE BASE: WITH 3/8" RADIUS 6. FLOOR LEVELING COMPOUND: HYDROMENT/ BOSTIK SL150, SELF LEVELING SMOOTH PEBBLE TEXTURE 4" COVE BASE AROUND INTERIOR BOSTIK UNIVERSAL PRIMER (USED WITH SL 150) PERIMETER OF WALK-IN COOLER UNITS ALL PRE-PACKAGED THIN SET MORTAR IS FORMULATED TO MEET THE INDUSTRY NOTE: VERIFY WITH AHJ VINYL BASE (B-1) IS ALLOWED, USE CERAMIC COVE BASE REQUIREMENTS OF ANSI AND TCNA TO PROPERLY PERFORM IN SPECIFIC TYPES OF (B-2) AS REQUIRED BY AHJ INSTALLATION. BLENDING OF STANDARD THIN SET MORTAR WITH RAPID SETTING ALLOW 14 BUSINESS DAYS AFTER SUBMITTAL OF CONFIRMED BOLLARD MORTAR WILL AFFECT SHRINKAGE AND ULTIMATE STRENGTH OF THE MORTAR. WALL COVERING CUSTOM BUILDING PRODUCTS WILL NOT WARRANT JOBS WHERE THIN SET MORTARS 1. FRP WALL PANELS (FRP-1) HAVE BEEN MODIFIED WITH UNAUTHORIZED MATERIALS; WHICH INCLUDES BLEND MANUFACTURER: MARLITE WITH OTHER CUSTOM BUILDING PRODUCTS THIN SET MORTARS. COLOR: P-100 (WHITE) TWO COATS ON BARE DRYWALL FINISH: SMOOTH GLOSS, PEBBLE FINISH TILES TO BE BACK BUTTERED FIRE CLASSIFICATION: TYPE C FURNISH AND -INSTALL NEW 2'-6"X 5'-0" SAFETY STRIPE, FULL SKIRT WALK FLAME SPREAD: <200 VINYL TILE FLOORING SMOKE DENSITY: <450 1. TYPE 1 - VINYL COMPOSITION TILE ARMSTRONG "EXCELON" COLOR: #51858 LIGHT RV: 83.0% SANDRIFT WHITE (VCT -1) NOTE: APPLY WITH MARLITE C-375 CONSTRUCTION ADHESIVE 2. INSTALLATION: VCT IS HIGHLY POROUS. THIS POROSITY IS NECESSARY TO 2. WALK-IN COOLER UNIT WALLS: ACHIEVE COMPLETE CURING. ONLY DRY MOPPING W/ CLEAR WATER IS INTERIOR: SMOOTH PEBBLE TEXTURE GALVANIZED SKIN ACCEPTABLE FOR THE FIRST FOUR DAYS AFTER INSTALLATION. EXTERIOR: PVC WALL PANELS APPLIED WITH TITEBOND ADVANCED POLYMER FRP 3. SEALING: TO SEAL AND PROTECT, A MINIMUM OF 5-7 WAX COATS ARE ADHESIVE REQUIRED OVER 48 HOURS. 3. FRP WALL PANELS (FRP-A/FRP-B) 4. CLEANING: ONLY NEUTRAL FLOOR CLEANERS W/ A DILUTED PH OF 6.5 -7.5 A. MANUFACTURER: MARCO WILL NOT DAMAGE THE FINISH OR COMPOSITION OF THE TILE. COLOR: SIREN MAPLE - #WM FRP ST Y�` , '. B. MANUFACTURER: MARCO SEALED CONCRETE SLAB COLOR: RUSTY WHITEWASH - #RW FRP 6W 1. EXPOSED CONCRETE - SEALED, 2 COATS SCOFFIELD SYSTEMS CURE SEAL - S PANEL SIZE: 47" X 118". TRIM PANEL FOR FINISH HEIGHT OF 9'-8" AFF (OR I t , 10'-2" WHEN 6" TILE BASE IS REQUIRED) OR AS REQ TO FIT BELOW CLOCK SCHEDULED. CEILING HEIGHT AND J TRIM. 1. CENTER CLOCK BETWEEN FINISHED CEILING AND TOP OF COOLER DOORS, FIRE CLASSIFICATION: TYPE C REFERENCE A2.1 FOR LOCATION. FLAME SPREAD: 160 2. CERAMIC TILE TO FINISHED CONCRETE OR VCT SCHLUTER SYSTEMS, AEU 100, SMOKE DENSITY: 300 METAL STUDS NOTE: APPLY WITH TITEBOND GREENCHOICE FRP ADHESIVE (REFERENCE PLAN 1. CLARKDIETRICH METAL FRAMING FOR LOCATION OF ACCENT PANEL, SIREN MAPLE FRP-A, FRP WALL PANEL) ICC# - ESR 1166P • 4r1 �. IAPMO# - ES -0189 MUELLER GATES (COR -6) MATERIALS SCHEDULE 3M SUN CONTROL WINDOW FILMS (CONSTRUCTION MANAGER TO COORDINATE WITH 3M FOR ORDERING AND INSTALLATION OF WINDOW FILM) CONTACT: JIM MANNIX (651)-733-2222 (OFFICE) JEMANNIX®3M.COM (EMAIL) 1. FILM: 3M PRESTIGE 70 SOLAR FILM 2. SOLAR FILM FOR STOREFRONT GLASS IN STORES WITH EAST, SOUTH AND WEST FACING ORIENTATIONS NOT BLOCKED BY EXISTING BUILDINGS. DO NOT INSTALL ON STOREFRONT DOORS. 3. INSTALL AT INTERIOR OF GLASS FULL HEIGHT AND PRIOR TO INSTALLATION OF ALL OTHER SPECIFIED FILMS AND DECALS. 4. CLEAN WITH NON-ABRASIVE COMMON COMMERCIAL CLEANING SOLUTIONS. 5. DO NOT PLACE AND REMOVE DECALS ON FILM. WINDOW FILM FROSTED WINDOW FILM (FILLER PANEL) TWO FILM INSTALLATION: FILMS TO BE INSTALLED ON THE INTERIOR FIRST FILM: "3M - SILVER P18" UV REFLECTIVE FILM SECOND FILM: "3M - 3635-20B" BLOCKOUT REFERENCE SHEET EF -1 FOR LOCATION AS REQUIRED RETAIL INFORMATION SYSTEM (RIS) BACKBOARD 1. BACKBOARD SHALL BE BY U-TECK, MODEL 501082J -FRG CONTACT: DEBRA WOLFE TEL. (800) 542-7011 REFERENCE SHEET A5.2, DETAIL 5 FOR LOCATION. MAPES CANOPY AWNING 1. MAPES ARCHITECTURAL CANOPIES 2. ROLL FORMED LUMISHADE ALUMINUM CANOPY WITH INTERNAL DRAINAGE. INSTALL PER MANUFACTURERS SPECIFICATIONS FINISH: BRONZE BAKED ENAMEL 3. CONTACT: MAPES CANOPIES, LLC 7748 NORTH 56TH STREET LINCOLN, NE 68514 PHONE: 888-273-1132 WEBSITE: MAPES.COM/CANOPIE ROLL -A -SHADE WINDOW GLARE PROTECTION 1. INSIDE MOUNT IS STANDARD. OUTSIDE MOUNT ONLY IF INSIDE MOUNT IS DISRUPTED BY SIGNAGE, ETC. 2. FABRIC WILL BE PHIFER SHEERWEAVE 3000 ESPRESSO 14% WITH BRONZE 3" TOP FASCIA AND STAINLESS STEEL CHAIN - BRONZE CHILD SAFETY TENSION DEVICE. 3. ROLL -A -SHADE HAS TECHS WILL MEASURE AND INSTALL. CONTACT: RIC BERG TEL. (951) 245-5077 X113 ROOF ACCESS 1. EXTERIOR: (PROTOTYPICAL) GENERAL CONTRACTOR SHALL SELECT ONE OF THE THREE OPTIONS FOR A LADDER PORT FOR ROOF ACCESS BASED ON EXISTING CONDITIONS WHEN INTERIOR ROOF ACCESS IS NOT REQUIRED. 1. LP TYPE 1 - FOR USE WITH FLAT WALL WITH OR WITHOUT PARAPET. 2. LP TYPE 2 - FOR USE WHEN GUTTER OR OTHER ITEM IS ATTACHED TO THE OUTSIDE OF THE WALL. 3. LP TYPE 3 - FOR USE WHEN THERE IS AN OBSTRUCTION (IE CORNICE, ETC) ON THE OUTSIDE OF THE WALL. CONTACT MICHELE ORAS AT LADDERPORT PHONE: 1-800-770-8851 OR 1-248-437-7100 (DIRECT) EMAIL: MICHELE®LADDERPORT.COM 2. INTERIOR: ROOF HATCH: (OPTIONAL) 30" X 36" PREASSEMBLED SINGLE -LEAF INSULATED PAINT -BOND ROOF SCUTTLE EQUAL TO BILCO TYPE S ROOF HATCH. PROVIDE INTERIOR PADLOCK; GIVE KEYS TO CONSTRUCTION PROJECT MANAGER. ROOF HATCH GRAB BAR AVAILABLE THROUGH LADDERPORT SHALL BE INSTALLED. CONTACT MICHELE ORAS AT LADDERPORT PHONE: 1-800-770-8851 OR 1-248-437-7100 (DIRECT) EMAIL: MICHELE®LADDERPORT.COM ROOFING 1. DURO-LAST ROOFING, INC. APPROVED CONTRACTOR NAMES CAN BE PROVIDED "- ARCHITECTURE CONTACT: SUZANNE MILLER BY CALLING DURO-LAST ROOFING, INC. - JIM MILLER AT (800) 248-0280 OR ENGINEERING DUROLAST - WHITE BY EMAIL AT JMILLERODURO-LAST.COM. TOP OF PILASTERS, 2. INSTALL A WHITE 40 MIL SINGLE -PLY MEMBRANE ROOFING SYSTEM THAT IS INTERIOR DESIGN WHITE SW7035 FABRICATED OF A 18X14 WEFT INSERTED LOW -SHRINK, ANTI -WICKING PROJECT MANAGEMENT G.C. TO VERIFY AND CONFIRM GATE BOLLARD HEIGHTS FROM GRADE, CENTER TO POLYESTER FABRIC AND HAS A THERMOPLASTIC MATERIAL LAMINATED TO BOTH FLAME SPREAD: 25 BEIGE SW7037 SIDES AS MANUFACTURED BY DURO-LAST ROOFING, INC, 18'-0" 3. ON ALL PARAPET LOCATIONS, WRAP PARAPET WITH NEW PRE -MANUFACTURED AA 003420 ` PARAPET FLASHINGS BY DURO-LAST ROOFING AND TERMINATE ON EXTERIOR OF CA 8660 ALLOW 14 BUSINESS DAYS AFTER SUBMITTAL OF CONFIRMED BOLLARD WALL. INSTALL NEW 2 -PIECE SNAP ON COMPRESSION METAL EDGE, COLOR TO ENCLOSURE GATE, SW7675 BE CHOSEN BY THE OWNER AS MANUFACTURED BY EXCEPTIONAL METALS, INC. 604 COURTLAND STREET TOILET PAPER DISPENSER WHEN INSULATION TO BE ADDED USE THE NEW DURO-GUARD SUITE 100 TWO COATS ON BARE DRYWALL POLYISOCYANU RATE INSULATION.ORLANDO, FLORIDA 32804 4. FURNISH AND -INSTALL NEW 2'-6"X 5'-0" SAFETY STRIPE, FULL SKIRT WALK PH 407.645.5008 MARLITE 'FRP' CORNER GUARDS AND MOLDING PADS (ITEM NUMBER 1086) AROUND ALL SERVICEABLE ROOFTOP UNITS. FX 407.629.9124 KAWNEER - 451 T VG DURO-LAST ROOF TRAC III PADS MUST BE INSTALLED BY WELDING THE 3 INCH GLAZING MAXIMUM DOOR OPENING EFFORTS: SKIRTS COMPLETELY TO THE DECK MEMBRANE WITH A FULL 1-1/2" WELD TO COLOR P-100 (WHITE) MAPES LUMISHADE PREVENT THE WALK PADS FROM DISLODGING. SEAL: 5. INSTALL THE MEMBRANE SYSTEM PER ALL LOCAL, STATE, AND FEDERAL CODES " BAKED ENAMEL W/ REAR AND REGULATIONS. EPDXY, K46WO0151 6. ROOFING WARRANTY: 7 -ELEVEN, INC. REQUIRES THAT THE ROOF HAVE Y�` , '. � ' DURO-LAST, INC.'S STANDARD WRITTEN 15 -YEAR NDL WARRANTY. _ y �� p- MARCO CORNER GUARDS AND MOLDING r t i I t , COLOR: M/S VELOUR BURGUNDY 4" X 3 SIZE: 3 4" X 118" / / 8"X8"X4" GLASS BLOCK LF/PC ORDER FROM INTERCERAMIC ui COLOR: BROWN ADTEX 4AC3 - 414A €- i 2. CERAMIC TILE TO FINISHED CONCRETE OR VCT SCHLUTER SYSTEMS, AEU 100, PRO INDUSTRIAL PRE -CATALYZED PROVIDE "L" MOLDING AT ALL OUTSIDE CORNERS, 3 -CUT MOLDING AT ALL 1 ... 411 f0.1 SAND, CLEAN, DRY, AND DULL ALKYD INSIDE CORNERS, AND "J" MOLDING WHERE WALL PANEL TERMINATES. ALL • 4r1 �. CERAMIC TILE TO CERAMIC TILE SCHLUTER SYSTEMS, DECO, AE 100 D ORDER I� CONSULTANT: 1 GATES SHALL BE BY MUELLER DOOR CO INC ■ 1■ N m EXTERIOR MATERIALS SCHEDULE CEILING MATERIAL CONTACT: SUZANNE MILLER MR -1 1. TILE: USG VINYL FACED LAY IN, 2' X 4' #7057G KAPOK DUROLAST - WHITE TEL. (800) 981-2040 TOP OF PILASTERS, USG CLEAN ROOM, 2' X 4' #56091 (AS REQUIRED BY AHJ) 2. INSTALL BOLLARDS FOR GATES PER GATE MANUFACTURERS INSTRUCTIONS. WHITE SW7035 FIRE CLASSIFICATION: TYPE A 3. G.C. TO VERIFY AND CONFIRM GATE BOLLARD HEIGHTS FROM GRADE, CENTER TO P-2 FLAME SPREAD: 25 BEIGE SW7037 CENTER DIMENSIONS AND BOLLARD OUTSIDE DIAMETER AND COMMUNICATE 18'-0" SMOKE DENSITY: 50 FRP-B DIMENSIONS TO MUELLER FOR FABRICATION OF GATES. ` 2. GRID: WHITE USG, SUSPENSION SYSTEM - DXL26 4. ALLOW 14 BUSINESS DAYS AFTER SUBMITTAL OF CONFIRMED BOLLARD - ENCLOSURE GATE, SW7675 DIMENSIONS FOR FABRICATION AND DELIVERY OF GATES. GRAVEL GAURDS, AND TOILET PAPER DISPENSER PROMAR 200 ZERO LIGHT POLES TWO COATS ON BARE DRYWALL B-2892 SURFACE MOUNTED TWIN JUMBO ROLL TOILET TISSUE DISPENSER CORNER GAURDS SHERWIN WILLIAMS - SEAL SKIN 7006 1. MARLITE 'FRP' CORNER GUARDS AND MOLDING S-1 DOOR SETTINGS KAWNEER - 451 T VG SIZE:1-1/2" X 1-1/2" X 120" GLAZING MAXIMUM DOOR OPENING EFFORTS: SW 7009 COLOR P-100 (WHITE) MAPES LUMISHADE EXTERIOR DOORS = 8.5 LBS MAX. PREFINISHED ALUMINUM PROVIDE FULL HEIGHT CORNER GUARDS AND "T" MOLDING F INTERIOR DOORS - 5 LBS MAX. BAKED ENAMEL W/ REAR AT ALL OUTSIDE CORNERS AND JOINTS. TRIM "T" MOLDING AND CORNER EPDXY, K46WO0151 FIRE DOORS - 15 LBS MAX. PRIMER B66W310 GUARDS FLUSH AT TOP OF WALL BASE. � ' TRANSITION STRIP 2, MARCO CORNER GUARDS AND MOLDING r t i CERAMIC TILE TO DOOR THRESHOLDS SCHLUTER SYSTEMS, AEVT1OOB20. 8 COLOR: M/S VELOUR BURGUNDY 4" X 3 SIZE: 3 4" X 118" / / 8"X8"X4" GLASS BLOCK LF/PC ORDER FROM INTERCERAMIC ui COLOR: BROWN ADTEX 4AC3 - 414A €- i 2. CERAMIC TILE TO FINISHED CONCRETE OR VCT SCHLUTER SYSTEMS, AEU 100, PRO INDUSTRIAL PRE -CATALYZED PROVIDE "L" MOLDING AT ALL OUTSIDE CORNERS, 3 -CUT MOLDING AT ALL 1 8LF/PC ORDER FROM INTERCERAMIC SAND, CLEAN, DRY, AND DULL ALKYD INSIDE CORNERS, AND "J" MOLDING WHERE WALL PANEL TERMINATES. ALL UPI 43. CERAMIC TILE TO CERAMIC TILE SCHLUTER SYSTEMS, DECO, AE 100 D ORDER I� MOLDING SHALL BE FULL HEIGHT OF WALL FROM TOP OF WALL BASE. PRIMER B66A50 FROM INTERCERAMIC 3. APPLIED WITH TITEBOND ADVANCED POLYMER FRP ADHESIVE P_18 4.VINYL _TILE TO FINISHED CONCRETE NGP, 8132 AL TRANSITION, 6' ORDER FROM ROOM ROOM NAME w w -� s�HOME-DEPOT. v uj z o > o B666W60X rZiy -€ s � MANAGER'S OFFICE WALLS AND CEILING, BACKROOM PEARLY WHITE 05 SOLO SEMI -GLOSS NON SELF PRIMING ON PROCRYL METAL B666W60X TWO COATS ON BARE DRYWALL P-8 CEILING, TOTE ROOM WALLS AND CEILINGS, AND zo v CD z BLOCKING ENAMEL, A76W51 DRYWALL PRIMER B66W310 m z N RESTROOM CEILINGS z B66T354 y: 0 °- z o v p EXTERIOR BUILDING PAINTING SCHEDULE # APPLICATION #_ SHERWIN PAINT DESCRIPTION REPAINT NEW JURISDICTIONAL REMARKS EXTERIOR MATERIALS SCHEDULE N0. MATERIAL MANUR-COLOR MR -1 MEMBRANE ROOFING DUROLAST - WHITE NEW TOP OF PILASTERS, SHERWIN WILLIAMS - AESTHETIC P-1 ACCENT BAND ®9 -4 WHITE SW7035 WILLIAMS # ABOVE 9'-4" UPWARDS SHERWIN WILLIAMS -BALANCED P-2 TO EXPANSION JOINT ® BEIGE SW7037 FRP-A 18'-0" MARCO - SIREN MAPLE FRP-B EXTERIOR HM DOORS, MARCO - RUSTY WHITEWASH PRIMER FRAMES, TRASH SHERWIN WILLIAMS - SEAL SKIN P-3 ENCLOSURE GATE, SW7675 SW 7009 GRAVEL GAURDS, AND SELF PRIMING ON PROMAR 200 ZERO LIGHT POLES TWO COATS ON BARE DRYWALL P-6 EXTERIOR BOLLARDS SHERWIN WILLIAMS - SEAL SKIN 7006 BLOCKING ENAMEL, A76W51 SW7675 S-1 ALUMINUM STOREFRONT KAWNEER - 451 T VG GLAZING PEARLY WHITE SW 7009 PRO INDUSTRIAL PRE -CATALYZED MAPES LUMISHADE PROCRYL METAL PREFINISHED ALUMINUM CANOPY - BRONZE C-1 CANOPY BAKED ENAMEL W/ REAR n, ? c'of EPDXY, K46WO0151 GUTTER CONNECTIONS PRIMER B66W310 ZERO VOC SEMI -GLOSS, CHEROKEE BRICK & TILE CO.; BR -1 THIN BRICK VENEER ARCHITECTURAL COLLECTION; u, uj N w COLOR: M/S VELOUR BURGUNDY GB --1 8"X8"X4" GLASS BLOCK CLEAR BLOCK, NO PATTERN INTERIOR BUILDING PAINTING SCHEDULE # APPLICATION COLOR SHERWIN PAINT DESCRIPTION REPAINT NEW JURISDICTIONAL REMARKS T-2 13x13 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE WILLIAMS # 16x24 CERAMIC TILE PRIMER CONSTRUCTION EXCEPTIONS SHERWIN WILLIAMS - PEARLY WHITE SW 7009 FRP-A FRP WALL PANEL MARCO - SIREN MAPLE FRP-B FRP WALL PANEL MARCO - RUSTY WHITEWASH PRIMER VINYL BASE 4" ROPPE-BLACK / BROWN B-2 EXPOSED WALLS ABOVE 10' (SALES PEARLY WHITE SW 7009 SOLO SEMI -GLOSS NON SELF PRIMING ON PROMAR 200 ZERO ALUMINUM STOREFRONT GLAZING TWO COATS ON BARE DRYWALL P-4 AREA) & CEILING 7006 BLOCKING ENAMEL, A76W51 DRYWALL VOC WALL PRIMER ZERO VOC SEMI -GLOSS, DOORS & FRAMES FOR MANAGER'S OFFICE; PEARLY WHITE SW 7009 PRO INDUSTRIAL PRE -CATALYZED DTM BONDING PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL SAND, CLEAN, DRY, AND DULL ALKYD P-5 RESTROOMS AND TOTE ROOM; INTERIOR FACE OF J v n, ? c'of EPDXY, K46WO0151 PRIMER B66A50 PRIMER B66W310 ZERO VOC SEMI -GLOSS, AND GLOSSY SURFACE .� .: THE EXIT DOOR & FRAME. u, uj N w 0 . N M B666W6OX F= ui DOOR & FRAME104 BETWEEN SALES AUTUMNAL SW 6361 PRO INDUSTRIAL PRE -CATALYZED DTM BONDING PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL SAND, CLEAN, DRY, AND DULL ALKYD P-7 AND BACKROOM (BOTH SIDES OF THE SEAL SKIN I� EPDXY, K46WO0151 PRIMER B66A50 PRIMER B66W310 ZERO VOC SEMI -GLOSS, AND GLOSSY SURFACE P_18 DOOR) ROOM ROOM NAME w w -� ''' v uj z o > o B666W60X m Fr_j � MANAGER'S OFFICE WALLS AND CEILING, BACKROOM PEARLY WHITE SW 7009 SOLO SEMI -GLOSS NON SELF PRIMING ON PROCRYL METAL B666W60X TWO COATS ON BARE DRYWALL P-8 CEILING, TOTE ROOM WALLS AND CEILINGS, AND zo v CD z BLOCKING ENAMEL, A76W51 DRYWALL PRIMER B66W310 m z N RESTROOM CEILINGS z B66T354 PRIMER, B66A50 0 °- z o v p EXTERIOR BUILDING PAINTING SCHEDULE # APPLICATION COLOR SHERWIN PAINT DESCRIPTION REPAINT NEW JURISDICTIONAL REMARKS SEAL SKIN ui w p o WILLIAMS # PROCRYL METAL PRIMER CONSTRUCTION EXCEPTIONS = W PRIMER, B66A50 PRIMER 866W310 ZERO VOC SEMI -GLOSS, PRIMER w EXTERIOR ABOVE ACCENT BAND ® AESTHETIC WHITE SW 7035 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL USE B66W310 OVER BARE METAL P-1 9'-4", TOPS OF PILASTERS AND SHERCRYL HPA SEMI -GLOSS, DTM BONDING B66W351 PRIMER B66A50 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B66A50 OVER SLICK PREVIOUSLY Q_' CORNICE TRIM B66W351 N V) ZERO VOC SEMI -GLOSS, 8666W6OX PAINTED SURFACES EXTERIOR ABOVE 9'-4" UPWARDS TO BALANCED BEIGE SW 7037 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL USE B66W310 OVER BARE METAL P-2 EXPANSION JOINT ® 18'-0" AND 1366W351 PRIMER 866A50 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B66A50 OVER SLICK PREVIOUSLY EXTRA WHITE BACK OF PARAPET ® FRONT ARCH SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL FIBRELITE LIDS SHOULD NOT BE B666W6OX PAINTED SURFACES EXTERIOR METAL DOORS & FRAMES, GATE STRUCTURE, SEAL SKIN SW 7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL USE B66W310 OVER BARE METAL P-3 TRASH ENCLOSURES, AND ACCENT BAND AT THE TOP B66T354 PRIMER B66A50 PRIMER B66W310 ZERO VOC SEMI -GLOSS, 1366A50 OVER SLICK PREVIOUSLY TRICORN BLACK 4 OF TOWERS AS SHOWN IN THE PICTURE UNDER SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PRE -FAB. FINISHES. FOR SCAQMD - PROINDUSTRIAL B666W60X PAINTED SURFACES 'PAINTS' SECTION 1366T354 PRIMER B66W310 PRIMER B66W310 ZERO VOC SEMI -GLOSS, BOLLARDS IN FRONT OF THE STORE SEAL SKIN SW 7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL USE B66W310 OVER BARE METAL P-6 B71T454 SHERCRYL HPA SEMI -GLOSS,. PROCRYL METAL B66T354 PRIMER B66A50 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B66A50 OVER SLICK PREVIOUSLY B66T354 PRIMER 1366W310 PRIMER B66W310 ZERO VOC SEMI -GLOSS, 8666W60X PAINTED SURFACES PIPING, ROOF CAPS SEAL SKIN SW 7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL USE B66W310 OVER BARE METAL P-9 1371W45X SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL B66T354 PRIMER B66A50 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B66A50 OVER SLICK PREVIOUSLY B66W351 PRIMER B66W310 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B666W6OX PAINTED SURFACES MANSARD MATCH EXISTING SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL USE B66W310 OVER BARE METAL P-10 1371T454 SHERCRYL HPA GLOSS, PROCRYL METAL B66W351 PRIMER B66A50 PRIMER B66W310 ZERO VOC SEMI -GLOSS, 866A50 OVER SLICK PREVIOUSLY B6613300 PRIMER B66W310 PRIMER 866W310 ZERO VOC SEMI -GLOSS, B666W60X PAINTED SURFACES DOCK HAZE GRAY B65A220 & ARMORSEAL HS POLYURETHANE CLEAN DRY & DULL AMORSEAL 1000HS HIGH SOLIDS POLYURETHANE 100 REQUIRES MIXING OF PART A&B P-11 B71W45X SHERCRYL HPA SEMI -GLOSS, B65V220 PROCRYL METAL PRIMER USUALLY NOT REDUCED 1 PT PER WITH A PRIME WITH A PRIME COAT BEFORE APPLICATION. FOLLOW ALL B66W351 PRIMER B66W310 PRIMER B66W310 REQUIRED GAL OF MACROPXY 646-100 MIXING INSTRUCTIONS PARKING LOT TRAFFIC MARKING WHITE 897WD2434 PROPARK PREMIUM WATERBASED B666W60X DIESEL FILL LID P 12 B71W45X SHERCRYL HPA GLOSS, PROCRYL METAL TRAFFIC PAINT FOR SCAQMD - PROINDUSTRIAL P-28 PARKING LOT TRAFFIC MARKING YELLOW 897YD2467 PROPARK PREMIUM WATERBASED ZERO VOC SEMI -GLOSS, P 13 TRAFFIC PAINT B666W60X KEROSENE FILL LID API PARKING LOT TRAFFIC MARKING RED 897RD2012 PROPARK PREMIUM WATERBASED FOR SCAQMD - PROINDUSTRIAL P-29 P 14 B66T354 PRIMER 866W310 TRAFFIC PAINT ZERO VOC SEMI -GLOSS, PARKING LOT TRAFFIC MARKING BLUE B97LD2022 PROPARK PREMIUM WATERBASED B666W60X E-85 FILL LID P 15 1371T454 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL TRAFFIC PAINT FOR SCAQMD - PROINDUSTRIAL P-30 OLIVE/BROWN PARKING LOT TRAFFIC MARKING BLACK B97BD2021 PROPARK PREMIUM WATERBASED ZERO VOC SEMI -GLOSS, P 16 TRAFFIC PAINT B666W60X VAPOR RECOVERY MANHOLE LID ALL PAINT IS GC PROVIDED, CONTACT A SHERWIN WILLIAMS STORE OR 1-888-621-6622 OR www.mys-w.com. 7 -ELEVEN PARENT JOB CODE IS 8329, CONTACT PAT BUSCH 214-587-3057 / pat.t.busch®sherwin.com OR KEVIN BEHM 216-566-1558 / kevin.c.behm®sherwin.com INTERIOR MATERIALS SCHEDULE N0. MATERIAL MANUF.-COLOR FRP-1 MARLITE 'FRP' P-100 SMOOTH GLOSS, PEBBLE FINISH - WHITE T-1 16x24 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-2 13x13 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-3 16x24 CERAMIC TILE INTERCERAMIC - GRAY P-4 GYP BOARD SHERWIN WILLIAMS - PEARLY WHITE SW 7009 FRP-A FRP WALL PANEL MARCO - SIREN MAPLE FRP-B FRP WALL PANEL MARCO - RUSTY WHITEWASH B-1 VINYL BASE 4" ROPPE-BLACK / BROWN B-2 TILE BASE INTERCERAMIC - BOSTON BEIGE B-3 TILE BASE INTERCERAMIC - LIGHT GRAY S-1 ALUMINUM STOREFRONT GLAZING KAWNEER - 451 TVG _ CANOPY & SITE.PAINTING SCHEDULE ROOM FINISH SCHEDULE APPLICATION COLOR FLOORS PAINT DESCRIPTION -REPAINT BASE JURISDICTIONAL ; WALLS CEILING PRIMER, CONSTRUCTION EXCEPTIONS. V) PRIMER o UNDERSIDE OF GAS CANOPY DECK WHITE EXTRA WHITE, SW SHERCRYL' HPA SEMI -GLOSS, • DTM BONDING .. z r. 7006 666W351 ' Lu m ZERO VOC SEMI -GLOSS, o o I N m m -� O I ^ p I o ^ m v J v n, ? c'of w DTM BONDING PROCRYL `METAL : FOR SCAQMD - PROINDUSTRIAL USE B66N310 OVER BARE METAL, .� .: 0:� m u, uj N w 0 . N M > F= ui UCD F- _ ~ I W pj m BOLLARDS IN FUELING AREA SEAL SKIN I� SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL' cy- USE B66N310 OVER BARE METAL, P_18 ROOM ROOM NAME w w -� ''' v uj z o > o a -- m Fr_j � z v a V = COMMENTS B666W60X NUMBER 0 v �_ m zo v CD z a w z o v v m z N w z B66T354 PRIMER, B66A50 0 °- z o v p -wi v m o Q v � 3 I. g z `` No 0- v YARD LIGHT POLES SEAL SKIN ui w p o DTM BONDING PROCRYL METAL FOR SCAQMD-`PROINDUSTRIAL ¢ w w = W PRIMER, B66A50 PRIMER 866W310 ZERO VOC SEMI -GLOSS, B66A50 OVER SLICK PREVIOUSLY w a M OPEN STRUCT. x 0 VENT PIPE EXTRA WHITE SW 7006 SHERCRYL HPA SEMI -GLOSS, DTM BONDING r z o o. � ca Q_' B66W351 N V) ZERO VOC SEMI -GLOSS, B666W60X VENT RACK DO NOT PAINT _ CANOPY & SITE.PAINTING SCHEDULE # APPLICATION COLOR SHERWIN PAINT DESCRIPTION -REPAINT NEW ,; JURISDICTIONAL ; REMARKS WILLIAMS # PRIMER, CONSTRUCTION EXCEPTIONS. PRIMER UNDERSIDE OF GAS CANOPY DECK WHITE EXTRA WHITE, SW SHERCRYL' HPA SEMI -GLOSS, • DTM BONDING DTM BONDING PRIMER, FOR SCAQMD = PROINDUSTRIAL P_16 7006 666W351 ' PRIMER, B66A50 B66A50 ZERO VOC SEMI -GLOSS, B666W60X CANOPY COLUMNS SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL `METAL : FOR SCAQMD - PROINDUSTRIAL USE B66N310 OVER BARE METAL, P-17 B66T354 PRIMER, B66A50 PRIMER 866W310 ZERO VOC SEMI -GLOSS, 866A50 OVER SLICK PREVIOUSLY _ B666W60X PAINTED SURFACES BOLLARDS IN FUELING AREA SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL' FOR SCAQMD - PROINDUSTRIAL USE B66N310 OVER BARE METAL, P_18 B66T354 PRIMER, B66A50 PRIMER 'B66W310 ' ZERO VOC SEMI -GLOSS, B66A50 OVER SLICK' PREVIOUSLY B666W60X PAINTED SURFACES FUEL ISLAND CURBS SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL - FOR SCAQMD - PROINDUSTRIAL USE B66N310 OVER BARE METAL, P-19 B66T354 PRIMER, B66A50 PRIMER 860310 ZERO VOC SEMI -GLOSS, B66A50 OVER SLICK PREVIOUSLY B666W60X PAINTED SURFACES YARD LIGHT POLES SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD-`PROINDUSTRIAL USE B66N310 OVER BARE METAL, P_20 866T354 PRIMER, B66A50 PRIMER 866W310 ZERO VOC SEMI -GLOSS, B66A50 OVER SLICK PREVIOUSLY OPEN STRUCT. PAINTED SURFACES VENT PIPE EXTRA WHITE SW 7006 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL ' FOR SCAQMD - PROINDUSTRIAL P_21 B66W351 PRIMER, B66A50 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B666W60X VENT RACK DO NOT PAINT PRE - FAB FINISHES REGULAR GAS FILL LID EXTRA WHITE SW 7006 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL FIBRELITE LIDS SHOULD NOT BE P_22 B66W351 PRIMER 1366W310 PRIMER B66W310 PRE FAB FINISHES PAINTED COOLER VAULT :; I . B666W6OX REGULAR GAS MANHOLE CROSS TRICORN BLACK SW 6258 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PRE -FAB. FINISHES. FOR SCAQMD - PROINDUSTRIAL P_23 1366T354 PRIMER B66W310 _ CANOPY & SITE.PAINTING SCHEDULE # APPLICATION COLOR SHERWIN PAINT DESCRIPTION -REPAINT NEW ,; JURISDICTIONAL ; REMARKS WILLIAMS # PRIMER, CONSTRUCTION EXCEPTIONS. PRIMER UNDERSIDE OF GAS CANOPY DECK WHITE EXTRA WHITE, SW SHERCRYL' HPA SEMI -GLOSS, • DTM BONDING DTM BONDING PRIMER, FOR SCAQMD = PROINDUSTRIAL P_16 7006 666W351 ' PRIMER, B66A50 B66A50 ZERO VOC SEMI -GLOSS, B666W60X CANOPY COLUMNS SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL `METAL : FOR SCAQMD - PROINDUSTRIAL USE B66N310 OVER BARE METAL, P-17 B66T354 PRIMER, B66A50 PRIMER 866W310 ZERO VOC SEMI -GLOSS, 866A50 OVER SLICK PREVIOUSLY _ B666W60X PAINTED SURFACES BOLLARDS IN FUELING AREA SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL' FOR SCAQMD - PROINDUSTRIAL USE B66N310 OVER BARE METAL, P_18 B66T354 PRIMER, B66A50 PRIMER 'B66W310 ' ZERO VOC SEMI -GLOSS, B66A50 OVER SLICK' PREVIOUSLY B666W60X PAINTED SURFACES FUEL ISLAND CURBS SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL - FOR SCAQMD - PROINDUSTRIAL USE B66N310 OVER BARE METAL, P-19 B66T354 PRIMER, B66A50 PRIMER 860310 ZERO VOC SEMI -GLOSS, B66A50 OVER SLICK PREVIOUSLY B666W60X PAINTED SURFACES YARD LIGHT POLES SEAL SKIN SW7675 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL FOR SCAQMD-`PROINDUSTRIAL USE B66N310 OVER BARE METAL, P_20 866T354 PRIMER, B66A50 PRIMER 866W310 ZERO VOC SEMI -GLOSS, B66A50 OVER SLICK PREVIOUSLY B666W60X PAINTED SURFACES VENT PIPE EXTRA WHITE SW 7006 SHERCRYL HPA SEMI -GLOSS, DTM BONDING PROCRYL METAL ' FOR SCAQMD - PROINDUSTRIAL P_21 B66W351 PRIMER, B66A50 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B666W60X VENT RACK DO NOT PAINT REGULAR GAS FILL LID EXTRA WHITE SW 7006 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL FIBRELITE LIDS SHOULD NOT BE P_22 B66W351 PRIMER 1366W310 PRIMER B66W310 ZERO VOC SEMI -GLOSS, PAINTED B666W6OX REGULAR GAS MANHOLE CROSS TRICORN BLACK SW 6258 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL P_23 1366T354 PRIMER B66W310 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B666W60X MID GRADE GAS FILL LID SAFETY BLUE B71T454 SHERCRYL HPA SEMI -GLOSS,. PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL P-24 B66T354 PRIMER 1366W310 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B666W60X MID GRADE GAS MANHOLE CROSS EXTRA WHITE 1371W45X SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL P_25 B66W351 PRIMER B66W310 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B666W60X PREMIUM GAS FILL LID SAFETY RED 1371T454 SHERCRYL HPA GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL P-26 B6613300 PRIMER B66W310 PRIMER 866W310 ZERO VOC SEMI -GLOSS, B666W60X PREMIUM GAS MANHOLE CROSS EXTRA WHITE B71W45X SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL P-27 B66W351 PRIMER B66W310 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B666W60X DIESEL FILL LID SAFETY YELLOW B71W45X SHERCRYL HPA GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL P-28 B66R300 PRIMER 866W310 PRIMER 866W310 ZERO VOC SEMI -GLOSS, B666W60X KEROSENE FILL LID API B71T454 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL P-29 OLIVE/BROWN B66T354 PRIMER 866W310 PRIMER 866W310 ZERO VOC SEMI -GLOSS, B666W60X E-85 FILL LID API 1371T454 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL P-30 OLIVE/BROWN B66T354 PRIMER B66W310 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B666W60X VAPOR RECOVERY MANHOLE LID SAFETY ORANGE 1371T454 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL P-31 B66T354 PRIMER B66W310 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B666W60X ALL OTHER MANHOLES TRICORN BLACK SW 6258 SHERCRYL HPA SEMI -GLOSS, PROCRYL METAL PROCRYL METAL FOR SCAQMD - PROINDUSTRIAL P-32 B66T354 PRIMER B66W310 PRIMER B66W310 ZERO VOC SEMI -GLOSS, B666W60X NO DATE REMARKS REVISIONS 4955 CR. 46A SANFORD, FL 32746 PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 0 A ROOM AND DOOR = SCHEDULES 0 CHECKED: RW DRAWN: WT 1 EXTERIOR ELEVATION - FRONT 114" _ 1'-0" s i OIL +25'-4' A.F.F. T.O. PARAPET P-1 I 2 EXTERIOR ELEVATION =RIGHT SIDE 11411 1'-011 +2V-- AFF. T.O. PARAPET P-3 P-2 +11'-8' A.F.F. BA LIGHT +9'-4' A.FF.,` T.O. E1F5 aw +7'4' A.F.F. T.Q. DOOR FRAME DR 1 +S-4" A.F.F. T.O. NATER TACE ir-e T.O. SLAB my EXTERIOR MATERIALS SCHEDULE N0. MATERIAL MANUF.—COLOR MR -1 MEMBRANE ROOFING l P-1 TOP OF PILASTERS, SHERWIN WILLIAMS — AESTHETIC pF ACCENT BAND @ 9'-4" WHITE SW7035 END SHERWIN WILLIAMS — BALANCED P-2 TO EXPANSION JOINT ® BEIGE SW7037 18,_0„ F .tea, FRAMES, TRASH SHERWIN WILLIAMS — SEAL SKIN P-3 ENCLOSURE GATE, SW7675 .s LIGHT POLES P-6 EXTERIOR BOLLARDS J. +20'-e A.F.F. 1 EXTERIOR ELEVATION - FRONT 114" _ 1'-0" s i OIL +25'-4' A.F.F. T.O. PARAPET P-1 I 2 EXTERIOR ELEVATION =RIGHT SIDE 11411 1'-011 +2V-- AFF. T.O. PARAPET P-3 P-2 +11'-8' A.F.F. BA LIGHT +9'-4' A.FF.,` T.O. E1F5 aw +7'4' A.F.F. T.Q. DOOR FRAME DR 1 +S-4" A.F.F. T.O. NATER TACE ir-e T.O. SLAB my EXTERIOR MATERIALS SCHEDULE N0. MATERIAL MANUF.—COLOR MR -1 MEMBRANE ROOFING DUROLAST — WHITE P-1 TOP OF PILASTERS, SHERWIN WILLIAMS — AESTHETIC < ACCENT BAND @ 9'-4" WHITE SW7035 ABOVE 9'-4" UPWARDS SHERWIN WILLIAMS — BALANCED P-2 TO EXPANSION JOINT ® BEIGE SW7037 18,_0„ EXTERIOR HM DOORS, " FRAMES, TRASH SHERWIN WILLIAMS — SEAL SKIN P-3 ENCLOSURE GATE, SW7675 GRAVEL GAURDS, AND LIGHT POLES P-6 EXTERIOR BOLLARDS SHERWIN WILLIAMS — SEAL SKIN SW7675 S-1 ALUMINUM STOREFRONT KAWNEER - 451 T VG GLAZING MAPES LUMISHADE C-1 PREFINISHED ALUMINUM CANOPY — BRONZE CANOPY BAKED ENAMEL W/ REAR GUTTER CONNECTIONS CHEROKEE BRICK & TILE CO.; BR -1 THIN BRICK VENEER ARCHITECTURAL COLLECTION; COLOR: M/S VELOUR BURGUNDY GB -1 8"X8"X4" GLASS BLOCK CLEAR BLOCK, NO PATTERN a. < <'rq'�, j , CONSULTANT; G C I GENERAL NOTES .A. COORDINATE EXTERIOR SIGNAGE WITH CONSTRUCTION PROJECT MANAGER. B. REFER TO MATERIAL SCHEDULE ON A3.0 FOR MORE INFORMATION. C. EXTERIOR AWNINGS UNDER SEPARATE PERMIT. EXTERIOR MATERIALS SCHEDULE N0. MATERIAL MANUF.-COLOR MR -1 MEMBRANE ROOFING DUROLAST - WHITE z TOP OF PILASTERS, SHERWIN WILLIAMS - AESTHETIC P-1 ACCENT BAND ® 9'-4" WHITE SW7035 U ABOVE 9'-4n UPWARDS SHERWIN WILLIAMS - BALANCED P-2 TO EXPANSION JOINT @ BEIGE SW7037 18'-0" RACK, SEE EXT. ELEVATI ON EXTERIOR HM DOORS, FOR LOCATION FRAMES, TRASH SHERWIN WILLIAMS - SEAL SKIN P-3 ENCLOSURE GATE, SW7675 GRAVEL GAURDS, AND LIGHT POLES P-6 EXTERIOR BOLLARDS SHERWIN WILLIAMS - SEAL SKIN ° 4955 CR. 46A SW7675 S-1 ALUMINUM STOREFRONT KAWNEER - 451 T VG 0 U GLAZING MAPES LUMISHADE C-1 PREFINISHED ALUMINUM CANOPY - BRONZE CANOPY BAKED ENAMEL W/ REAR GUTTER CONNECTIONS CHEROKEE BRICK & TILE CO.; BR -1 THIN BRICK VENEER ARCHITECTURAL COLLECTION; COLOR: M/S VELOUR BURGUNDY GB -1 8'X8"X4" GLASS BLOCK CLEAR BLOCK, NO PATTERN +V-4' A.F.F. T.O. EFS BAND P-1 +7-4' A.F.F. T.O. EFS BAND GREEN FABRIC COVERED AWNING GB -1 +3'-4' A.F.F. T.O. WATER TABLE _*W -V T.O. SLAB .012 ■�_ moo .s o®__ _m_®_ _s sma�mr�_yrm■ ■�__ _m_�__ ■ _.r a ME ■■E■E ■■■■■ ■■■■■ ■■■■■ ■MME■ ■■M■■ MEMO■ OMENS - ME■EM ME■EM ■■■■■ NOON ■ '� MMEME ME■EM -• M■MME M■MM■I =` 11E■■■■ MINES IMMEME ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■■ OO EXTERIOR ELEVATION -LEFT SIDE 1/4" = l'-0" P-1 +8'-4' A.F.F. T.O. EIFSS BAND GREEN FABRIC GB - COVERED AWNING 1 +3'-4' AFF. T.O. WATER TABLE T.O. SLAB PARAPET ROOF WALK PADS ROOF WALK PADS 04 LADDER RACK DETAL 3/4" = 1'-0" PARAPET BEYOND c 0 w 20 GA. PRE -FINISH CAP, Q SEE 3/A6.1 FOR PARAPET CAP DETAIL z 0 II ; PRE -FINISHED 24 GA. GALV:'Z'D - --- MTL_CAP TO EXTEND o VERTICALLY ALONG rLADDER c `RACK OPENING '(COLOR DARK BRONZE) 4141 05 LADDER RACK DETAL ARCHITECTURE ENGINEERING INTERIOR DESIGN] PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629,9124 SEAL: GD , U- 1.lb C;j a`e < t. ZE 001 CONSULTANT: NO DATE REMARKS 3 } REVISIONS w 0 c c O a z c� R o c w c PROJECT NO: 2013.0266 z DATE: APRIL 28, 2014 g w c w F - z 0 N Q EXTERIOR ELEVATIONS 1 1/2" = 1'-0'E 0 CHECKED, RW DRAWN: WT ,o z U PRE -FABRICATED LADDER RACK, SEE EXT. ELEVATI ON FOR LOCATION c % 7 -ELEVEN / - E LEVE N STORE RAIN LEADER BEYOND #1030505 w. _ ° 4955 CR. 46A c SANFORD, FL 32746 0 U c w c PROJECT NO: 2013.0266 z DATE: APRIL 28, 2014 g w c w F - z 0 N Q EXTERIOR ELEVATIONS 1 1/2" = 1'-0'E 0 CHECKED, RW DRAWN: WT 7'-6" F 3'-10 1/8" 4 3/4" 4'-9 1/8" 00 =1 RESTROOM SCHEDULE SYMBOL DESCRIPTION REMARK OMIRROR MARLITE 'FRP' P-100 40" MAX. TO BOTTOM REFLECTIVE SURFACE O2 SOAP DISPENSER DISPENSER SHALL BE 48" MAX. A.F.F. T-2 LAV. PROTECTION COMPLY WITH SECTION 606.5-2012 FLORIDA O ENCLOSURE ACCESSIBILITY CODE P-4 GYP BOARD 7" MIN. AND 9" MAX. IN FRONT OF THE W.C. FRP-A FRP WALL PANEL MEASURED TO THE CENTERLINE OF THE FRP-El TOILET PAPER DISPENSER. OUTLET OF DISPENSER SHALL BE B-1 DISPENSER 15" MIN. AND 48" MAX. A.F.F. AND SHALL NOT B-2 TILE BASE BE LOCATED BEHIND GRAB BAR. ODISPENSER ELECTRIC HAND SHALL BE 48° MAX. A.F.F. S-1 DRYER KAWNEER _ 451 T VG / (FURNISHED BY GC, GENERAL CONTRACTOR �, INSTALLED; CONTRACTOR TO COORDINATE WITH 7-11 CONSTRUCTION MANAGER) BABY CHANGINGO FOUNDATIONS 100EH-BP ADA COMPLIANT BABY STATION CHANGING STATION. MOUNT PER MANUFACTURERS INSTRUCTIONS (35" A.F.F. TO 4 TOP OF BED) OGRAB BAR - 36" c PROJECT NO: 2013.0266 OGRAB BAR - 42" � GRAB. BAR - DATE: APRIL 28, 2014 z O VERTICAL � CENTERLINE OF THE W.C. SHALL BE 16" MIN. TO 18" MAX. FROM THE SIDE WALL. SEAT 10 WATER CLOSET HEIGHT OF W.C. SHALL BE 17" MINIMUM AND B-1 _ B1 19" MAX. FLUSH CONTROLS SHALL BE LOCATED m 0 ON THE OPEN SIDE OF THE W.C. SHALL BE INSTALLED WITH THE FRONT OF THE 1 LAVATORY HIGHER RIM OR COUNTER SURFACE 34" MAX. = INTERIOR ELEVATIONS rn A.F.F. GENERAL PURPOSE RECEPTACLE. IF SPACE IS NOT AVAILABLE ON THIS WALL. INSTALL ON ADJACENT WALL. DO NOT INSTALL BEHIND MIRROR. 00 l'-6 1/8"MIN. LAVATORY MIRROR 00 r— .w rn DASHED LINE INDICATES LAVATORY CARRIER. REFERENCE PLUMBING - - SHEETS o ' CONTROL MODULE (REF. PLUMBING) CL LAVATORY PROTECTIVE ENCLOSURE, REFERENCE € PLUMBING SHEETS. I 7 1/ $ DRAIN OUTLET (REF. PLUMBING) WATER INLET (REF. PLUMBING) i TMV (REF. PLUMBING) WATER INLET (REF. PLUMBING) DASHED LINE INDICATES JUNCTION -- BOX BEHIND RECEPTACLE PLATE. VERIFY RECEPTACLE CLEARANCE WITH CARRIER STRUCTURE NOTE: ALL COMPONENTS AND CONNECTIONS FOR MOTION SENSOR FAUCET MUST FIT WITHIN LAVATORY PROTECTIVE ENCLOSURE. CONTACT THE CM OF ANY ISSUES PRIOR TO ROUGH -IN AND FINAL INSTALLATION. INT. ELEV. - LAVATORY ELECTRICAL 8 I] fl I ] I-011 - ALL WALLS GALLON HOT WATER TER . FADED METAL ROD WITH SS, CONTINUE 2" VERTICALLY AT L AND FRONT OF LF LAYERS 3/4" ERIOR GRADE WOOD SHELF NOTE: PLATFORM IS TO SUPPORT 650# MIN., USE SIMPSON SADDLE HANGERS FOR 2X4 SUPPORT THAT SPANS THE MIDPOINT. USE WOOD SCREWS TO ATTACH LEDGER 2X4'S TO STUD WALLS. FASTEN PLYWOOD TO FRAME W/ WOOD SCREWS. 2 SECTION @ WATER HEATER 3/4" = 1'-0" 7-11-MU—MM (201--1) REFERENCE PLAN �T- I 3'-4 1 /2" GRAB .1,_Dn BARS ELECTRIC_/ HAND - -u DRYER i o WASTE i RECEPTACLE' -10 1/8" T-3 `" r TOILET PAPER ROLL DISPENSER 5 RESTROOM ELEVATION 3/8" 1'-o I 0 i N MIRROR I AVATIRY HED LINE INDICATES kTORY CARRIER. ERENCE PLUMBING ETS ITROL MODULE ,IN OUTLET FER INLET ER INLET ATORY PROTECTIVE ;LOSURE, REFERENCE IMBING SHEETS. NOTE: ALL COMPONENTS AND CONNECTIONS FOR MOTION SENSOR FAUCET MUST FIT WITHIN LAVATORY PROTECTIVE ENCLOSURE. CONTACT THE CM OF ANY ISSUES PRIOR TODATA OUTLET ROUGH -IN AND FINAL INSTALLATION. lo -r-11 Y PLUMB I N G REFERENCE ELECTRICAL SHEETS ELECTRICAL LEGEND DUPLEX GFCI RECEPTACLE DUPLEX RECEPTACLE 00 QUAD RECEPTACLE 0 I.G. RECEPTACLE aNEMA RECEPTACLE NEMA RECEPTACLE (2 GANG) 'A' OCCUPANCY SENSOR INTERIOR MATERIALS SCHEDULE N0. MATERIAL. MANUF.-COLOR FRP-1 MARLITE 'FRP' P-100 SMOOTH GLOSS, PEBBLE FINISH - WHITE T-1 16x24 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-2 13x13 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-3 16x24 CERAMIC TILE INTERCERAMIC - GRAY P-4 GYP BOARD SHERWIN WILLIAMS - PEARLY WHITE SW 7009 FRP-A FRP WALL PANEL MARCO —SIREN MAPLE FRP-El FRP WALL PANEL MARCO - RUSTY WHITEWASH B-1 VINYL BASE 4" ROPPE-BLACK / BROWN B-2 TILE BASE INTERCERAMIC - BOSTON BEIGE B-3 TILE BASE INTERCERAMIC - LIGHT GRAY S-1 ALUMINUM STOREFRONT GLAZING KAWNEER _ 451 T VG w 0 c 9 INT. ELEV, - LAVATOR 0 V _ 1 -o NELEvEn NO DATE REMARKS REVISIONS 1(3 INTERIOR ELEVATION 3/8" = 1'-0" P-4 0 R z w 0 0 ED D w z TELEVE T #1030502 c / OPEN' BEYOND �, o _ 4955 CR. 46A SANFORD, FL 32746 4 c PROJECT NO: 2013.0266 � DATE: APRIL 28, 2014 z � g uow*N A5 B-1 _ B1 m 0 O ENLARGED RESTROOMS & = INTERIOR ELEVATIONS rn I B-1 O3 INTERIOR ELEVATIONS ®` B-1 TRASH _ _ _ _ _ — — _ — 3 5.3 3/8" = 1'-01 STEEL JOIST, REF STRUCT. SHEETS FOR SIZE AND LOCATIONS. SUSPENDED LIGHTS CABINETS L-- -START SLATWALL 6-1 W/ LOCKS 0 6" A.F.F. LOW VOLTAGE WIRE CARRIER REF MEP PANT T!1 AAATr W WAI I 3 MATERIAL MANUF.-COLOR FRP-1 MARLITE 'FRP' P-100 2. T-1 16x24 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-2 13x13 CERAMIC TILE 0 00 1 ♦ 16x24 CERAMIC TILE 69 P-4 GYP BOARD SHERWIN WILLIAMS - PEARLY WHITE SW 7009 FRP-A GONDOLA OPEN BEYOND I TURBO CHEF HAND FRP WALL PANEL MARCO - RUSTY WHITEWASH B-1 I MICROWAVE SINK 2 5.3 (D O D MME INTERCERAMIC - LIGHT GRAY S-1 ATM TRASH I I mm000 ® ' I Q' , REES,LII NEWS T>' I ' , I ' , /<><><> B-1 O3 INTERIOR ELEVATIONS ®` B-1 TRASH _ _ _ _ _ — — _ — 3 5.3 3/8" = 1'-01 STEEL JOIST, REF STRUCT. SHEETS FOR SIZE AND LOCATIONS. SUSPENDED LIGHTS CABINETS L-- -START SLATWALL 6-1 W/ LOCKS 0 6" A.F.F. LOW VOLTAGE WIRE CARRIER REF MEP PANT T!1 AAATr W WAI I 2 INTERIOR ELEVATIONS 3/811 1 1-011 LOW VOLTAGE- IREWAY PAINT TO MATCH WALL; REF MEP N0. MATERIAL MANUF.-COLOR FRP-1 MARLITE 'FRP' P-100 SMOOTH GLOSS, PEBBLE FINISH - WHITE T-1 16x24 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-2 13x13 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-3 16x24 CERAMIC TILE 4 • : '• •. '� , ' EXIT, '. •. ' •. ' •.. ,• .. ,• y ,, . .• ., ... ,e , ... ..: .' .' , ..° : ..' .' .• ...° .'• ...' ., •'. •, •° ,• •' .' ,, .' •, •' •, .' ,,••' ,, . . . P-4 GYP BOARD SHERWIN WILLIAMS - PEARLY WHITE SW 7009 FRP-A FRP WALL PANEL MARCO —SIREN MAPLE FRP-B FRP WALL PANEL MARCO - RUSTY WHITEWASH B-1 VINYL BASE 1 2 5.3 (D O D TILE BASE INTERCERAMIC - LIGHT GRAY S-1 ALUMINUM STOREFRONT GLAZING i NEWS T>' ♦ ♦ \ ♦ , \ , I ....... ............. ....... ........ . ............... .... ......... ...... ............... ......... .. .... 2 INTERIOR ELEVATIONS 3/811 1 1-011 LOW VOLTAGE- IREWAY PAINT TO MATCH WALL; REF MEP N0. MATERIAL MANUF.-COLOR FRP-1 MARLITE 'FRP' P-100 SMOOTH GLOSS, PEBBLE FINISH - WHITE T-1 16x24 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-2 13x13 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-3 16x24 CERAMIC TILE 4 • : '• •. '� , ' EXIT, '. •. ' •. ' •.. ,• .. ,• y ,, . .• ., ... ,e , ... ..: .' .' , ..° : ..' .' .• ...° .'• ...' ., •'. •, •° ,• •' .' ,, .' •, •' •, .' ,,••' ,, . . . P-4 GYP BOARD SHERWIN WILLIAMS - PEARLY WHITE SW 7009 FRP-A FRP WALL PANEL MARCO —SIREN MAPLE FRP-B FRP WALL PANEL MARCO - RUSTY WHITEWASH B-1 VINYL BASE 1 2 5.3 (D O D TILE BASE INTERCERAMIC - LIGHT GRAY S-1 ALUMINUM STOREFRONT GLAZING i NEWS T>' �i STEEL JOIST, REF STRUCT. SHEETS FOI SIZE AND LOCATION UINSTRUT SPANNING BETWEEN BAR JOIST SEAL: - - Y a 6"� t 'U _y rT � v 1 re �Y• fir° f 0 4 INTERIOR ELEVATIONS 3/811 = 11-01 NOTES: 1. SHELVING IS ADJUSTABLE IN 1=1/2" INCREMENTS 4 1/2' VAULT ICE DOOR co HEAVY-DUTY SHELVES u") N Lo 00 co I b MOUNTING HEIGHTS FOR ICE 1/2" -o _ MERCHANDISING SHELVES 1Y -IN 2.1 E BAR FF TO INTERIOR MATERIALS SCHEDULE N0. MATERIAL MANUF.-COLOR FRP-1 MARLITE 'FRP' P-100 SMOOTH GLOSS, PEBBLE FINISH - WHITE T-1 16x24 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-2 13x13 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-3 16x24 CERAMIC TILE INTERCERAMIC - GRAY P-4 GYP BOARD SHERWIN WILLIAMS - PEARLY WHITE SW 7009 FRP-A FRP WALL PANEL MARCO —SIREN MAPLE FRP-B FRP WALL PANEL MARCO - RUSTY WHITEWASH B-1 VINYL BASE 4° ROPPE-BLACK /BROWN B-2 TILE BASE INTERCERAMIC - BOSTON BEIGE B-3 TILE BASE INTERCERAMIC - LIGHT GRAY S-1 ALUMINUM STOREFRONT GLAZING KAWNEER - 451 T VG NO DATE REMARKS REVISIONS 7 -ELEVEN STORE c #1030508 w 0 4955 CR. 46A c WORD. FL 32746 c PROJECT NO 2013.0266 DATE: APRIL 28, 2014 , • 77 , , MATERIAL MANUF.-COLOR FRP-1 000 -7. 77-7-7 3 T-1 16x24 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE 6D r6 �JA5 INTERCERAMIC - BOSTON BEIGE T-3 16x24 CERAMIC TILE INTERCERAMIC - GRAY I SLUfiPEE I ! IPEE SLUR I / / \ FRP WALL PANEL MARCO - SIREN MAPLE FRP-B / HAND SINK 8� ®� F VINYL BASE FREEZER I 161 8 V 8� a a ` MICROWAVE v . v DOORS B TRASH I IFI I i 0 \ \ KAWNEER - 451 T VG w I \ I 0 z 1 I w7 c -EL V T —FLOJET BIB CD fi' 1030508 PUMP w MOUNTED TO `BIB RACK ICE MERCHANDISER--®® �®®®®—®.� � � ® ®® ® ® ® � ® r r�®�®® LOW TEMP TRASH LIDS / STRAWS 4 CONDIMENTS. SANDWICH CASE OPEN REFRIGERANT LINES AIR UNITS 1 INTERIOR ELEVATION OF COOLER 1/2"1'-10"5.3 REF MEP TRASH EVAPORATOR EVAPORATOR SWITCH 0 i UNIT 5: SODAS UNIT 4: TEAS UNIT 3: ENERGY DRINKS UNIT 2: WATERS UNIT 1: JUICES BAR JOIST. BAR JOIST. REFERENCE I REFERENCE STRUCTURAL. LL 3 STRUCTURAL. 4 . - WATER SUPPLY P 8 PIPING t- WATER - HEATER 14 U2 wt tr1p 1,= P-1 535 REFER f s -TO EF1 _ �fi'� F P-1 REFER530 EXPANSION 24" X 36" FIRE 3 v 10 TO EF!RETARDANT U- TECK TANK BACKBOARD REFER t TO A3.0 WATER ROUTER FILTER � P-1 I 3 -COMP MOP VEEDER ROOT SINK HANGER ; PANEL 3 r HAND SINK c' EXTERIOR LIGHT 4 WATER N oI OVERRIDE BUTTON — INLET '� z a F �rn o �i WATER N INLET N HOSE N --- HOLDER P. 2'-5 3/4" B-1 " 3'-0 1 2" MOP / 5 –6 3 –0 SINK E 4 INTERIOR ELEVATION 3/8" =11-o° 5 C 11 V 1 LlillJl\ LLL Vf-\I ]`JI V L N I If r�1 INTERIOR ELEVAITON 3 OF COOLER 1/2"=11-0° INTERIOR MATERIALS SCHEDULE N0. 0 MATERIAL MANUF.-COLOR FRP-1 MARLITE 'FRP' P-100 SMOOTH GLOSS, PEBBLE FINISH - WHITE T-1 16x24 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-2 13x13 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-3 16x24 CERAMIC TILE INTERCERAMIC - GRAY P-4 CYP BOARD SHERWIN WILLIAMS - PEARLY WHITE SW 7009 FRP-A FRP WALL PANEL MARCO - SIREN MAPLE FRP-B FRP WALL PANEL MARCO - RUSTY WHITEWASH B-1 VINYL BASE 4" KOPPE-BLACK / BROWN B-2 TILE BASE INTERCERAMIC - BOSTON BEIGE B-3 TILE BASE INTERCERAMIC - LIGHT GRAY S-1 ALUMINUM STOREFRONT GLAZING KAWNEER - 451 T VG ELECTRICAL LEGEND DUPLEX GFCI RECEPTACLE DUPLEX RECEPTACLE 100 100 QUAD RECEPTACLE 1 I.G. RECEPTACLE NEMA RECEPTACLE NEMA RECEPTACLE (2 GANG) 'A' OCCUPANCY SENSOR DATA OUTLET c� REFERENCE ELECTRICAL SHEETS 604 COURTLAND STREET SUITE 100 LORIDA 32804 ORLANDO, r PH 407.645,5008 FX 407.629,9124 SEAL: J -RSoi, T� l ° j CONSULTANT: t _ H CD 0 c a z w z c� Q c 0 z Q 0 0 c QI c w NO DATE REMARKS w � REVISIONS 3/4" .WIDE, 16 GAUGE, GALVANIZED PIPE STRAPS 4'-0" O.C. MAX 3 i811 = 11-01I 0 w 0 c CL O w - REMOVE CONNECTOR FROM z BIB, CLEAN COKE - o CONNECTOR WITH HOT o :WATER, SCREW COKE ADAPTOR:INTO COKE CONNECTOR, CONNECT NEVE PEPSI CONNECTOR TO BIB � 0 I w 0 z w7 c -EL V T —FLOJET BIB c fi' 1030508 PUMP w MOUNTED TO `BIB RACK 4955 CR. 46A c SANFORD, FL 32746 0 w c PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 z c z 1 5 O INTERIOR ELEVATIONS 0 o CHECKED: RW DRAWN: WT I I I DESK i i i t I l INTERIOR ELEVATION RFFFRFNCF FI nnR PI AN SHFFT Aq n t +IN_ i6 t 10. i A -i ';�i ,{ s AID, f _ Oil �= - r£'l CTR �r 3/4° _ 1,-0,, 2 ENLARGED INT. ELEVATION 3/4 = P-0° 3 ENLARGED INT. ELEVATION 3/4° = 1'-0' M NEMA L14-50 FOR COFFEE BREWERS — 4 ENLARGED INT. ELEVATION 3/4" = l'-0" INTERIOR MATERIALS SCHEDULE N MATERIAL MANUF.—COLOR FRP-1 a 041 SANITIZER DISPENSER T--1 16x24 CERAMIC TILE i� SOAP DISPENSER 13x13 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE cV TMV INTERCERAMIC — GRAY WATER INLET GYP BOARD SHERWIN WILLIAMS — PEARLY WHITE SW 7009 , DRAIN OUTLET MARCO - SIREN MAPLE FRP—B FRP WALL PANEL MARCO — RUSTY WHITEWASH B-1 WATER INLET 4" ROPPE—BLACK / BROWN B-2 00 i INTERCERAMIC — BOSTON BEIGE CE, TILE BASE 10 I NEMA L14-50 FOR COFFEE BREWERS — 4 ENLARGED INT. ELEVATION 3/4" = l'-0" INTERIOR MATERIALS SCHEDULE N0. MATERIAL MANUF.—COLOR FRP-1 MARLITE 'FRP' P-100 SMOOTH GLOSS, PEBBLE FINISH — WHITE T--1 16x24 CERAMIC TILE INTERCERAMIC — BOSTON BEIGE T-2 13x13 CERAMIC TILE INTERCERAMIC - BOSTON BEIGE T-3 16x24 CERAMIC TILE INTERCERAMIC — GRAY P-4 GYP BOARD SHERWIN WILLIAMS — PEARLY WHITE SW 7009 FRP-A FRP WALL PANEL MARCO - SIREN MAPLE FRP—B FRP WALL PANEL MARCO — RUSTY WHITEWASH B-1 VINYL BASE 4" ROPPE—BLACK / BROWN B-2 TILE BASE INTERCERAMIC — BOSTON BEIGE B-3 TILE BASE INTERCERAMIC — LIGHT GRAY S-1 ALUMINUM STOREFRONT GLAZING KAWNEER - 451 T VG FX 407.629,9124 SEAL: iX m,„ + Lj ``� tj =5 j 10 s CONSULTANT: 4 I w U CE— 1 10" NEMA L6-20 FOR 3 BARREL SLURPEE w.. $ AL I c c �v L V Z)[UK FITc #1030508 301 309 f-6$0 1f —9" f —7" —5" 1 f w .1ol/ LID/STRAW POCKETS TO BE TRIMMED NEMA L6-20 C� 4955 OR, 46A WITH PVC TO PREVENT FOR 3 BARREL SANFORD, FL 32746 DAMAGE TO LINES. TYP. SEAL SLURPEE a ALL AS REQ'D BY CODE. ° w C. C PROJECT NO: 2013,0266 DATE: APRIL 28, 2014 z g C z A55i o Q INTERIOR ELEVATIONS c� c o CHECKED: RW DRAWN: WT I A A.1 5 6. VARIES T.O. ARCH ®_ 25'-4' T.O. PARAPET - G—- - I 'Ilial I I Vii: I l l I I l 3/4" 2 COAT STUCCO EIFS SHAPE, SEE 5/A4.0 FOR l I l l l I FINISH OVER 'PAPER INFO I l l I l l I BACKED LATH ON 1/2" I l l l l I I PLYWD SHEATHING £` FRONT PARAPET ONLY I .11�l l I Al � h �i I ; l l l I l l I , I (Ill I 6>METAL STUD FRAMING o IF, lafil j I l l l l I I 16" O.C. MAX `® FRONT �� � PARAPET, SEE STRUCTURAL Is�q i l l u& 3/4" 3/4" 2 COAT. STUCCO FINISH II l$ I OVER PAPER BACKED LATH ON I l 'l l 3 5/8 METAL STUD 1/2" PLYWD SHEATHING OVER I l l l I I I I FRAMING 16" O.C. MAX, 3 5/8" METAL FRAMING I ALIGN STUDS AND CMU V I I I I I BLOCK AS SHOWN `I MTL FRM GT.O. CMU/B.O. - s EXPANSION JOINT AT ( I l DISSIMILAR MATERIALS, SEE I l .. .. - ..,�. 4 4.0 -FOR ,INFO, s I I l I I ( l I I l � I BACK -LIT FASCIA l I SINGLE PLY MECHANICALLY SIGN - BY SEI ( l l I ATTACHED ROOF SYSTEMAS I I I l i MANUFACTURED BY DURO-LAST l l I SLOPE STEEL PLATE CANOPY I l l Ya" Fr, SUPPORT; REF. STRUCTURAL 4" MIN 1S0 BD. 14'-8' JOIST BEARING CANOPY CONNECTION BY CANOPY MANUFACTURER :4 STL JOIST, REFER TO STRUCT. DWGS. 7LIGHT'FIXTURE; REF. ELECTRICAL LIGHT FIXTURE BEYOND; REF. ELECTRICAL lI I� MAPES LUMISHADE ALUMINUM I l l ll CANOPY; DARK BRONZE FINISH I ll ll WITH REAR GUTTER I I I s'-4' 4A T.O. STOREFRONT 7.0 EIFS SHAPE BEYOND uv I CANOPY DOWNSPOUT BEYOND w. �I ! 4L I I KAWNEER BRONZE ALUMINUM STOREFRONT l,u 5 _~ 7.0 I ! / THIN BRICK VENEER BEYOND I l MI CONC. SIDEWALK, 9 SLOPE AWAY FROM BLDG., TYP 7.0 0' -OA SLOPE l T.O. CONC. SLAB p ° TI �I i � l o _. _ $Q • ,� 0WALL SECTION 3/4° _ 1 1-011 WIDE FLANGE HEADER STOREFRONT, SEE STRUCTURAL METAL STUD INFILL @ WIDE FLANGE HEADER, SEE 4A/A7.0 MERCHANDISING LINE OF "MALL BEYOND CONC. SLAB, REFER TO STRUCT. DWGS. 6 MIL VAPOR BARRIER AND TERMITE TREATMENT. REFER TO GEOTECHNICAL SOIL REPORT AND ENG. DWG'S FOR SOIL COMPACTION TYPICAL CONC. FTG., REFER TO STRUCT. DWGS. r ■ i 20'-0" / T.O. PARAPET EIFS SHAPE, SEE 5/A4.0 FOR INFO 3/4" 2 COAT STUCCO FINISH OVER PAPER BACKED LATH ON 1/2' PLYWD SHEATHING . OVER 3 5/8" METAL FRAMING 18'-0' "IFT.O. CMU/B.O. MTL FRM'G^ EXPANSION JOINT AT DISSIMILAR MATERIALS, SEE 4/A4.0 FOR INFO I 1"X3" EIFS SHAPE BACK -LIT FASCIA SIGN BY SEI I 14'-8" JOIST BEARING CANOPY BEYOND —j CONTROL JOINT, SEE 3/A4.0 FOR INFO - THIN BRICK VENEER ON BOND COAT OVER 8" CMU ---�� 1"X6" EIFS SHAPE - 8'-0' CLG. HT. CONCRETE FILLED CMU BOND BEAM AROUND PERIMETER OF BLDG., SEE STRUCTURAL DWGS THIN BRICK VENEER ON BOND COAT OVER 8" CMU TYP. VERTICAL REINFORCING, SEE STRUCT. 3'-4' T.O. CMU THIN BRICK VENEER ON BOND COAT OVER EIFS SHAPE ON 8" CMU THIN BRICK VENEER ON BOND COAT OVER 8" CMU T.O. �ONC. SLAB SLOPE '4A' GROUND SLOPE -g - BWDG. AY FROM I 60—H ,�— 3/4" 2 COAT STUCCO FINISH OVER PAPER BACKED LATH ON 1/2" PLYWD SHEATHING 0 FRONT PARAPET ONLY 3 5/8' METAL STUD FRAMING ® 16" O.C. MAX, ALIGN STUDS AND CMU BLOCK AS SHOWN 6" METAL STUD FRAMING @ 16" O.C. MAX ® FRONT PARAPET, SEE STRUCTURAL SINGLE PLY MECHANICALLY ATTACHED ROOF SYSTEMAS MANUFACTURED BY DURO-LAST SLOPE Y"/FT. STL JOIST, REFER TO STRUCT. DWGS. 1 1/2- METAL STUDS REFER TO FLOOR PLAN FOR PARTITION TYPES OFFICE 1/2" THK GYP BD, TAPE AND BED RE: ROOM FINISH SCHEDULE FOR FINISH BASE AS SCHEDULE CONC. SLAB, REFER TO STRUCT. DWGS. CONC. FTG., REFER TO STRUCT. DWGS. ISO 4" MIN BD. SOIL MANUi-. 5t'tl:J. METAL STUD INFILL ® WIDE FLANGE HEADER, SEE 4A/A7.0 KAWNEER BRONZE ALUMINUM WIDE FLANGE HEADER STOREFRONT STOREFRONT, SEE l ! I STRUCTURAL 4_ I LINE OF WALL BEYOND 7.0 39-4"-gr T.O. CMU _ _ - - — SALES THIN BRICK VENEER ON / BOND COAT OVER EIFS e SHAPE ON 8" CMU THIN BRICK VENEER ON BASE AS SCHEDULE BOND COAT OVER 8" CMU CONC. SLAB, REFER TO STRUCT. DWGS. i 0'-o' _ T.O. CONC. SLAB5--- Lam-' 0 TT� j ""�.a,v� ! I �.a....,..� � � t�—�-y: i ---- �•----3 � C-'^� € t � r i r.� � r F � � t k �,9 E s----� t [, __.� 4 ( gI iii 1P 9 .1111 #i'' gid1-4 1 LIT Ej GROUND -SLOPE j r �r AWAY FROM IIIIII::III`IlI BLDG. _ i i i _ T _ t1 Ei ZECI .. a �� 1�0 11 a -_ fIIj I A A • a 1 -- CONC. FTG., REFER - '° ' a `• �. TO STRUCT. DWGS, 3 WALL SECTION 3/4" = 1 -0' SOIL B PARAPET AND EIFS SHAPE BEYOND 3 6. T.O. PARAPET _ EIFS SHAPE, SEE 5/A4.0 FOR INFO I I 7 T I I \l I I I I II I 13'-5 1/2" JOIST BEARING I CONTROL JOINT, SEE 3/A4.0 FOR INFO DOWNSPOUT BEYOND 3/4" 2 COAT STUCCO FINISH APPLIED DIRECTLY TO 8" CMU 1"X6" EIFS SHAPE 8'-0" CLG. HT. THIN BRICK VENEER ON BOND COAT OVER 8" CMU CONCRETE FILLED CMU BOND BEAM AROUND PERIMETER OF BLDG.; SEE STRUCTURAL DWGS SINGLE PLY MECHANICALLY ATTACHED ROOF SYSTEMAS MANUFACTURED BY DURO-LAST SLOPE y4„ / FT. — STL JOIST, REFER TO STRUCT. DWGS. 6" METAL STUDS REFER TO FLOOR PLAN FOR PARTITION TYPES 1/2" THK GYP BD, TAPE AND �4" MIN SO BD. BED RE: ROOM FINISH SCHEDULE FOR FINISH RJR T.O. CMU THIN BRICK VENEER ON BOND COAT OVER EIFS SHAPE ON 8" CMU TYP. VERTICAL BASE AS SCHEDULE REINFORCING,, SEE i STRUCT. s � r _' GONG. SLAB, REFER TO Su DWGS. x ;THIN -BRICK VENEER ON STRUCT. BOND COAT, OVER -8' CMU . V;- r4r4_ - - : f — P E 0 1 SL •a � 0. CONC. SLAB .. d � :_.-----•-- . .. Q i - v -� % a I �I I MITT `�TI T� a � T TI- < TSI �I �I�..- I � T�I i - :..q ....,-.,moi i {«�..,'•1 i i"^'':^" i GRO UND SLOPE I I>� I s I I I f �I :- 'AWAY .�.. - - w - W R _ - _- � ..� .�._:. ,. �.: �.. , z :SOIL TR AL r - ! I .BLDG: I I �i I - _ ,. � , . _ •: ; _.-,. _ RE .a • . _.. COP I o 4 .6 - I CONC. FTG., REFER G,° - a Er T0 STRUCT. DWGS. tea: I .. _ WALL SECTION 3/4° = 1 '-o" 3• ■ ■ 1 2 5 6. r� I SIM. 20'-0" T.O. PARAPET I III EIFS SHAPE, SEE 5/A4.0 FOR INFO t l I I I I 1 1 I 3/4" 2 COAT STUCCO FINISH I I III OVER PAPER BACKED LATH ON I I .III 1/2" PLYWD SHEATHING OVER I I III 18'-0" 3 5/8" METAL FRAMING I I III z _ i o co T.O. CMU/8.0. MTL_ -FRM'G _ a EXPANSION JOINT AT I I DISSIMILAR MATERIALS, SEE 4/A4.0 FOR INFO 1 "X3" EIFS SHAPE I VARIES _ IL JOIST BEARING f I 1a �- CONTROL JOINT, SEE 3/A4.0 FOR INFO 3/4" 2 COAT STUCCO FINISH APPLIED DIRECTLY TO 8" CMU 1"X6" EIFS SHAPE ALUMN. AWNING FRAME WITH FABRIC COVERING, SEE EXT. ELEVATIONS FOR LOCATION 8'-0' CLG. HT. _ B.O. AWNING — 1 "X4" EIFS SHAPE GLASS BLOCK PERIMETER 8"X8"X4" GLASS BLOCK, APPLY BLACK OUT FILM TO INSIDE FACE OF GLASS BLOCK zi 1"X4" EIFS SHAPE @ ' GLASS BLOCK PERIMETER 3'-4" _ - - T.O. CMU THIN BRICK VENEER ON BOND COAT OVER EIFS SHAPE ON 8" CMU TYP. VERTICAL REINFORCING, SEE STRUCT: THIN BRICK VENEER ON BOND COAT OVER 8" CMU 09-00 SO LP T.O. CONC. SLAB odd d I�T € I—• -ITT': '� VIII GROUND SLOPE i µ 'Y AWAY FROM BLDG. i! I —.I .a 2 .� 5p 2 WALL SECTION 3/4'I = 1'-0" 3 5/8" METAL STUD FRAMING ® 16" O.C. MAX, ALIGN STUDS AND CMU BLOCK AS SHOWN SINGLE PLY MECHANICALLY ATTACHED ROOF SYSTEMAS MANUFACTURED BY DURO-LAST STL JOIST, REFER TO STRUCT. DWGS. BRIDGING. SEE STRUCTURAL DRAWINGS CONCRETE FILLED CMU BOND BEAM AROUND PERIMETER OF BLDG., SEE STRUCTURAL DWGS HALF CMU BLOCK @ SILL AND HEAD OF GLASS BLOCK 1 1/2" METAL STUDS REFER TO FLOOR PLAN FOR PARTITION TYPES 1/2- THK GYP BD, TAPE AND BED RE: ROOM FINISH SCHEDULE FOR FINISH 4" CMU BLOCK M HALF CMU BLOCK ® SILL AND HEAD OF GLASS BLOCK - BASE AS SCHEDULED CONC. SLAB, REFER TO STRUCT. DWGS. _-iTT' —1Ir HIi"i T �I T� TT` I iT�TI� IT I € i VIII II i +55 w I I I 6 pp 1 i m TR - L SOIL RER CO -Tl` CN ' CONC. FTG. REFER TO STRUCT. DWGS. ..-INTERPLANH. P.T. WOOD SHIM 2X10 P.T. WOOD 206A .PREFINISHED BLOCKING METAL ;CAP, �-.... .. :.. 20GA PREFINISHED ` - �, ,. , , ; --SLOPE ..:__ , _ , ....,,.. ARCHITECTURE.:.. METAL CAP SLOPE ---� ENGINEERING _ _ " N VARIES INTERIOR DESIGN I OIL 18 -0 z SEE EXT. ELEV..- T.O. PARAPET .' i. r� -T.O. PARAPET "' . - PROJECT MANAGEMENT (FRONT OF BLDG.) I I I I€ I " 3/4 EXT. AA 003420 I I I [ I SHEATHING CA 8660 I I I I ON BACKSIDE OF PARAPET I I I I I I 604 COURTLAND STREET ;I II I I j PROVIDE SUITE 100 ISINGLE PLY I EIFS SHAPE; SEE ; I I I I I ROOFING UP ORLANDO, FLORIDA 32804 5/A4.0 FOR INFO I I l I I I I WALL & PH 407.645.5008 EIFS SHAPE, SEE I I I I I I I FLASH TO FX 407,629:9124 #/A#.# FOR INFO I I I UNDERSIDE 3/4" 2 COAT STUCCO OF CAP SYSTEM OVER SCRATCH p I I I I I I SEAL: ANCHOR BOLT. COAT ON PAPERI I I I I 6" METAL , SEE STRUCTURAL • BACKED LATH OVER I I I I I I STUD ® -x �y,F�f'_ e �• n�.s,� I EXT. SHEATHING I I BACKSIDE OF its ,ru I I I I I I FRONT I EXPANSION JOINT AT I I I I I I PARAPET 3/4 2 COAT STUCCO I I I I SYSTEM APPLIED DIRECTLY I DISSIMILAR MATERIALS, I I , I ONLY, SEE d } TO CMU SEE 4/A4.0 FOR INFO I I I I I I WALL , ;s s I PROVIDE SINGLE PLY I I SECTIONS I ROOFING UP WALL & ° I I I I >a� "m 8" CMU I FLASH TO UNDERSIDE 18' -On _ _ I I I I I FLASHING e. �� s7n . r .' I OF CAP T.O. CMU/B.O. r ur I I PER ROOF ti,�zs a ; METAL FRAMING I I MFGR FLASHING PER ROOF VERTICAL REINFORCEMENT. I SINGLE PLY MANUFACTURER ° I I ROOF ON ■SEE STRUTURAL DWGS.-.7I ■ € RIGID I INSULATION I SINGLE PLY ROOF ON BD OVER MTL 1 RIGID INSULATION BRD CONSULTANT: OVER 'MTL DECK. SEE DECK: SEE I STRUCTURAL I STRUCTURAL DWGS 3/4" 2 COAT STUCCO I I I DWGS. SYSTEM APPLIED I SLOPE 1/4" MIN• DIRECTLY TO CMU I I I SLOPE 1/4„ MIN. i' %I 8” CMU I I VERTICAL REINFORCEMENT. SEE ZA STRUTURAL DWGS. 13'-5 1/2" JOIST BEARING - — :': I::. JOIST BEARING 4JA (REAR OF BLDG.) :.:e . I j (FRONT OF BLDG.) :;$ •- 2X8 P.T. BOTTOM SEE STRUCT. FOR PLATE LOCATIONS OF FILLED • - a SEE STRUCT. FOR •, CELLS I' :.: STEEL JOIST - SEE LOCATIONS OF FILLED STRUCT. CELLS STEEL JOIST -SEE 91" t : STRUCT. a I 3 CMU PARAPET DETAIL 1 1/2" =1'-0° 5 MTL FRAMED PARAPET DETAIL 3' = 1'-0° (2014-1) nor aEun (2014-2) ■ 0 w ! ! 6A z DOUBLE MTL STUD _ AT JAMBS METAL STUD A6.1 z BOX BEAM BOTTOM TRACK ° $ o i i 0 TOP TRACK + C 2 STUD Q HEADERS 6 ! 6B FINISH AS 1 A6.1 + w NO DATE REMARKS. INDICATED REVISIONS w 1 I � + u BOTTOM TRACK L PC 18 GA TRACK" -7i; -- METAL STUD HEADER ° SECTION B PC 18 GA TRACK WITH (3) #10 TEK SECTION A SCREWS EACH SIDE TO HEADER AND b DETAIL - HEADER 1 1/2" _ '-0" (6) #10 TEK SCREWS To JAMB o IILPAWMhWM METAL STUD JAMB aELEvEn SINGLY PLY ROOFING " SYSTEM SINGLY PLY ROOFING PARAPET WALL o 3 4 2 COAT STUCCO APPLIED DIRECTLY TO CMU UP PARAPET WALL SEALANT CONT. ALL o CMU PER AROUND SEALANT CONT. ALL STRUCTURAL E SEALANT AROUND DRAWINGS MEMBRANE FLASHING z 24 ga METAL SCUPPER OVER SHEATHING MEMBRANE FLASHING APPLY SEALANT AT SINGLE PLY DRAIN OVER SHEATHING PENETRATION ---� BOOT WITH SCREEN SINGLE PLY DRAIN PRE -FINISHED SEALANT CONT. ALL z ,L . - BOOT WITH SCREEN v o AROUND C 0 3 w METAL OVERFLOW r OW w % I V SINGLE PLY MECH. / L Y � � a DRAIN MEMBRANE FLASHING c CED ROOF SYSTEM a_ ATTACHED _ M- � . ,; INTO ROOF DRAIN u > APPLY SEALANT AT : c� o cn MFGR D BY DURO. LAST'. - .'a? - 1 °O °' PENETRATION `�-�., c - ALUMINU ALUMINUM FLASHING 0 c6 4955 CR. 46A FLASHING WITH ` WITH SEALANT AT BOTTOM AND SIDES :: SANFORD, FL 32746 T BOTT: .:. _ c SEALANT A OF SCUPPER I AND SIDES OF �. - —Q SCUPPER.:• , u " V 13,-5 2: 1 ..,;, I O. 2013.0266 8 H.x16"W. DRAIN ., . „> ,.-._ _ PROJECT N • :. ---- 2 - 11 / 8 _ .,_ =- .. :BEARING INTO 18 x8 x1 JOIST .._. :. D E. APRIL 8 2014 ICAED ALUM O -G RPRE-FABEAR OF BLDG _ LEADER BOX IN 4x4 (REAR OF BLDG c D.S. ,3/4" 2 COAT :: z STUCCO SYSTEM SEAMLESS, ALUM APPLIED DIREC TLY DOWNSPOUT FLASH . 60 -.-TO. CMU. E3' BACKSIDE TO METAL SCUPPER & ROOFING :.; WALL SECTIONS AND DETAILS 7 SCUPPER DETAIL 1 1/2"-1 70 ._ 8 OVERFLOW DETAIL 1 1/2° _ -0" o CHECKED. RW DRAWN: WT ,max(2014-0:: i>=ai s as 14- 1) l INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE HEADER LENGTH HEADER ` MEMBERS MINIMUM EFFECTIVE PROPERTIES PER STUD 2' TO 6' 2 6" x 18 GAUGE Ix = 2.042 Sx = 0.670 6' TO 8' 2 6" x 16 GAUGE Ix = 2.518 Sx = 0.839 8' TO 10' 2) 6" x 14 GAUGE Ix = 3.094 Sx = 1.031 10' TO 12' 2 8" x 18 GAUGE Ix = 4.134 Sx = 1.033 12' TO 14' 2 8" x 16 GAUGE Ix = 5.110 Sx = 1.277 14' TO 16' 2 8" x 14 GAUGE Ix = 6.303 Sx = 1.576 16' TO 18' 2 10" x 14 GAUGE Ix = 12.325 Sx = 2.456 18' TO 26' 2 12" x 16 GAUGE Ix = 15.730 Sx = 2.334 0 w ! ! 6A z DOUBLE MTL STUD _ AT JAMBS METAL STUD A6.1 z BOX BEAM BOTTOM TRACK ° $ o i i 0 TOP TRACK + C 2 STUD Q HEADERS 6 ! 6B FINISH AS 1 A6.1 + w NO DATE REMARKS. INDICATED REVISIONS w 1 I � + u BOTTOM TRACK L PC 18 GA TRACK" -7i; -- METAL STUD HEADER ° SECTION B PC 18 GA TRACK WITH (3) #10 TEK SECTION A SCREWS EACH SIDE TO HEADER AND b DETAIL - HEADER 1 1/2" _ '-0" (6) #10 TEK SCREWS To JAMB o IILPAWMhWM METAL STUD JAMB aELEvEn SINGLY PLY ROOFING " SYSTEM SINGLY PLY ROOFING PARAPET WALL o 3 4 2 COAT STUCCO APPLIED DIRECTLY TO CMU UP PARAPET WALL SEALANT CONT. ALL o CMU PER AROUND SEALANT CONT. ALL STRUCTURAL E SEALANT AROUND DRAWINGS MEMBRANE FLASHING z 24 ga METAL SCUPPER OVER SHEATHING MEMBRANE FLASHING APPLY SEALANT AT SINGLE PLY DRAIN OVER SHEATHING PENETRATION ---� BOOT WITH SCREEN SINGLE PLY DRAIN PRE -FINISHED SEALANT CONT. ALL z ,L . - BOOT WITH SCREEN v o AROUND C 0 3 w METAL OVERFLOW r OW w % I V SINGLE PLY MECH. / L Y � � a DRAIN MEMBRANE FLASHING c CED ROOF SYSTEM a_ ATTACHED _ M- � . ,; INTO ROOF DRAIN u > APPLY SEALANT AT : c� o cn MFGR D BY DURO. LAST'. - .'a? - 1 °O °' PENETRATION `�-�., c - ALUMINU ALUMINUM FLASHING 0 c6 4955 CR. 46A FLASHING WITH ` WITH SEALANT AT BOTTOM AND SIDES :: SANFORD, FL 32746 T BOTT: .:. _ c SEALANT A OF SCUPPER I AND SIDES OF �. - —Q SCUPPER.:• , u " V 13,-5 2: 1 ..,;, I O. 2013.0266 8 H.x16"W. DRAIN ., . „> ,.-._ _ PROJECT N • :. ---- 2 - 11 / 8 _ .,_ =- .. :BEARING INTO 18 x8 x1 JOIST .._. :. D E. APRIL 8 2014 ICAED ALUM O -G RPRE-FABEAR OF BLDG _ LEADER BOX IN 4x4 (REAR OF BLDG c D.S. ,3/4" 2 COAT :: z STUCCO SYSTEM SEAMLESS, ALUM APPLIED DIREC TLY DOWNSPOUT FLASH . 60 -.-TO. CMU. E3' BACKSIDE TO METAL SCUPPER & ROOFING :.; WALL SECTIONS AND DETAILS 7 SCUPPER DETAIL 1 1/2"-1 70 ._ 8 OVERFLOW DETAIL 1 1/2° _ -0" o CHECKED. RW DRAWN: WT ,max(2014-0:: i>=ai s as 14- 1) l 1 1/2" RIGID INSULATION. 1 1/2" RIGID INSULATION. TYPICAL ® WALL 1 , 2F.R.P.. AT ALL INTERIOR -TYP. 0 WALL 2" THK GYP. BD. ON 1 1/2" MTL EXPOSED FACES OF PIER 1/2" THK GYP. BD. ON 1 1/2" MTL 1� FURRING AT 16" O.C. W/ FRP 20'-4" 6' FURR -8" 10'-4" ING AT 16" O.C. W/ FRP STEEL COLUMN. REFER TO DARK ANODIZED :, •. :. STRUCTURAL DRAWINGS ::.. .: :. ALUMINUM u ::...: :..:.. :. STOREFRONT ABOVE c SEALANT ° �1� P.T. WOOD SHIMS 1 ) (_ _ `� T -. DOOR AS SCHEDULED r j & Jm SEALANT U I , a Vol 1/7- I - i FF I I B f DARK ANODIZED ' DARK ANODIZED `� --� DARK ANODIZED ALUMINUM STOREFRONT ALUMINUM STOREFRONT 2X P.T. WOOD BLOCKING ALUMINUM STOREFRONT 8" CMU 8" CMU BACKER ROD AND DARK ANODIZED BREAK MTL BACKER ROD AND SEALANT, TYP ALUMINUM .080 GAUGE TO 5 REINFORCING IN CONTINUOUS TYP THIN BRICK VENEER ON MATCH STOREFRONT AT ALL SEALANT, DARK ANODIZED BREAK MTL CONCONTIFILLED#CELLS. BOND COAT OVER 8" CMU EXPOSED EXTERIOR ALUMINUM .080 GAUGE TO SEE STRUCTURAL DRAWINGS. SURFACES, FULL HGT. NOTE: MATCH STOREFRONT AT ALL ALUM. BREAK METAL TO EXTEND UNDER EXPOSED EXTERIOR STOREFRONT FRAME A MIN. OF 1" AND SURFACES, FULL HGT. 1 STOREFRONT JAMB DETAIL 3° 11-0° FASTENED JW -1aa1r ■ - ® ® _ 511 4 3/4" 3 5/8" 3/4 2 COAT STUCCO, APPLIED 8" CMU ABOVE 3'-4" DIRECTLY TO CMU, SEE EXTA.F.F. ELEVATIONS FOR COLORS ,' CMU 1/2" THK I;,°• . 1/2" GWB TYPE GYP. GYP BOARD /2" BD. OVER 1 1/2" MTL BEYOND I FURRING W/ 1 1/2"F JAMB FRAM'G RIGID INSULATION � II W -FLANGE HEADER ® II 3/4" 2 COAT STUCCO OVER ': I STOREFRONT, SEE M ALUMINUM STOREFRONT PAPER BACKED LATH, ON 1/2" STRUCT METAL FRAME SHEATHING ON 2 1/2" METAL I I DOOR AS SCHED. _ STUD INFILL I I i REF: SHEET A3.0 & <' 2 1/2" METAL STUD o DOOR HARDWARE i_ DOOR AS SCHED. REF: .c I INFILL SHEET A3 0 ® DOOR 10 1 3/4 -MIN 9'-4' A.F.F. I B.O. CMU PROVIDE CON'T BEAD PROVIDE SEALANT AND OF SEALANT BACKER ROD ® STOREFRONT PERIM. I PROVIDE SHIM/BLK'G AS REQ'D WALL BEYOND, SEE A4.0 FOR FINISH INFO ALUMN. STOREFRONT "A" HEAD DETAIL i WALL BEYOND, SEE A4.0 FOR FINISH 'INFO o I ALUMN. STOREFRONT PROVIDE SEALANT AND BACKER RODS STOREFRONT PROVIDE SHIM/BLK'G PERIM. AS REQ'D j THIN BRICK VENEER 1 1/2" PROVIDE CON'T BEAD OF SEALANT APPLIED IN SOLDIER 3'-4" A.F.F. E COURSE T 0 CMU _ II � F II PATTERN. I o0 00 INSTALL PER Gn �n 1/2 GWIJ TYPE GYP. MFGR ® BD. OVER 1 1/27 MTL 4 _,t v - INSTALLATION FURRING W 1 1/2" INSTRUCTIONS - RIGID INSULATION:` k- -_ HAND ON LAT -rte[`W4- EIFS ET A3. . - _ .. _ I E TO SHE ..� _ � - -. REFER IS _. w. _ _ _- _._ __ • FOR 'FINISH _. THIN. BRICK VENEER APPLIED IN RUNNING a = BOND PATTE 1 RN. 2 CMU .BELOW Y _FE MFGR _ INSTALL. R 4 A .F.F. ,3 _ 3 F_ - ELATION - �- INSTA STEEL REINFORCING, INSTRUCTIONS 17 (' . , _ DIRECTLY,. T M REFER TO STRU �T. t B SILL DETAIL 4 STOREFRONT HEAD\SILL 1 1/2 = 1'-0" _ IM26& -. HARDWARE 4 1/2" M Ai 10 4 1/2 5 STOREFRONT HORIZONTAL MULLION >1_sra�acwr war (zlrs-1) J ■ 5 7/8" 4" WALL BEYOND KAWNEER ALUMINUM STOREFRONT SET SILL IN FULL BED OF SEALANT I W/ ANCHORAGE PER MFG SPECS. SLOPE EXTERIOR SLAB AWAY FROM STOREFRONT 0 I 1/4 - PER FT. N 1 41 AA 0 CRET CN : . 4. SLAB • A , • ,, dam• •' �:` 4d, . '1/2" EXP. JOINT W/ PREMOLDED ASPHALT IMPREGNATED FILLER 9 STOREFRONT SILL DETAIL 311 1-011 b DOOR HEAD DETAIL 3" = 1'-0' (DDOOR H EAD/ JAMB DETAIL 3" = 11-0" 7: 11_snr aVi AGER r61L41e (7113-1) 7-11JM, XW rEAR." (71134) 5" < 4 3/4" 40 STOREFRONT WALL BEYOND i DOOR AS WEATHER SCHED. REF: STRIPPING SH. A3.0 i DOOR II N HARDWARE FLOOR TILE A* si �1 ..CONCRETE SLAB • r c A. �§• b PEMKO NO. 170A THRESHOLD SET 1N FULL BED OF MASTIC W/ 3/8"0 EXPANSION SHIELDS @ l'-0" O.C. T 0 DOOR SILL DETAIL 3" = 1 '-o'l 7-1LsIDWRI3vr WN nAA1A (1113-1) . TRANSITION STRIP VCT FLOOR TILE FLOORING "OR AS SCHEDULED .. AA 4 CONCRETE SLAB .4 . 1 l DOOR SILL DETAIL 311 = 1'-0° ■ PORCELAI SWEEP FLOOR TILE TRANSITION STRIP .� CONCRETE SLA ' ... A' a 14 -4 ` 4 . KAWNEER 451T VG (CENTER GLAZED) BRONZE ALUMINUM STO 13 STOREFRONT ELEVATION 3/8' = 1I -Oil #40 DARK 1" "INSULATED TEMPERED GLASST SYSTEM 26f�57A4EFRAVlD1Y - Po'G1? (701,1-1) (J= TEMPERED GLASS le Off I NJA 1.2 REQUIRED GAP PER COOLER WALL SILL BELOW MANUFACTURER PER MANUFACTURER STEEL COLUMN. ARCHITECTURE REFER TO STRUCTURAL ENGINEERING DRAWINGS. INTERIOR DESIGN PROJECT MANAGEMENT i ' SEALANT y � DARK ANODIZED P.T. WOOD SHIMS ALUMINUM AA 003420 ; STOREFRONT CA 8660 DOOR AS O SCHEDULED 604 COURTLAND STREET N \ — —I — SUITE 100 M ORLANDO, FLORIDA 32804 � PH 407.645.5008 2n FX 407.629.9124 16 GA S.S. 2"0" CONT. ANGLE W/ SEALANT, TYP. ,. SEAL; _ MTL STUD FURRING , REFER TO WALL w 2X P.T. WOOD DARK ANODIZED BREAK MTL .: .. TYPES BLOCKING ALUMINUM .080 GAUGE TO 1/2" GYP BOARD MATCH STOREFRONT AT ALL BACKER ROD AND EXPOSED EXTERIOR `'j SEALANT, TYP SURFACES, FULL HGT. { (1'.. axe ��f 10-1 3 STOREFRONT JAMB DETAIL 3" _ -o"ti - - - � 2 CLOSURE STRIP AT COOLER 311 =11-011 7-1l_C1M ff 5W_(20*- 1) 11_srarar7rxwr uoaa ,we - walr . _ -7/-8" CMU -" — CONSULTANT: 2GYP. BOARD ,. � BUIOLDIN LASH BY ADVANCED 1" •, / G PRODUCTS INC. AND ABOVE BOND BEAMS _ �;: ,�.. ....�� • : •. '• ' � • •: �,� ®DOORS I BATT INSULATION THIN BRICK VENEER ON BOND COAT OVE3R 8" CMU MTL. STUD FURRING, , + REFER TO WALL TYPESvSEE STRUCTURAL DWGS. FOR LINTEL. I 7'-4° A.F.F. SEALANT. '. 'd4• II SEALANT SOLID GROUT FRAME , RAINDRIP I I DOOR AS SCHEDULED NATIONAL GUARD 5 3/4° 1" WEATHERSTRIP NO. 1605 8 DOOR HEAD DETAIL 311 = 1'-0" ,3l?6�EX! AAorr rcaex ■ 1/2" GYPSUM .. - SEE STRUCTURAL o BOARD :.. DWGS. REINFORCING �t a1 p BATT INSULATION 4 ' THIN BRICK VENEER N ' •'.- ,_ ON BOND COAT OVER w JAMB ANCHORS z , ' • ; `° � . '.: .__ 8" CMU 3 PER JAMB I c� I MTL STUD FURRING w REFER TO WALL ;•' ca TYPES — r N' � O 1 SEALANT o .. _ , SEALANT . c D GROUT FRAME SOLI . ... _.. 0 c c . c NO DATE REMARKS w DOOR AS SCHEDULED - c ` GUARD w NATIONAL �. REVISIONS IP N0. _ WEATHERSTR w F- ,. 1605' 5 3/4 W 0 12 DOOR JAMB DETAIL 311 -1 1-011c MIX JYB ELEVEn■ (9 O x F- O z w w r DOOR AS SCHED, REF: SHEET A3.0 z AL NO. 170A THRESHOLD & DOOR HARDWARE P! IN FULL BED OF MASTIC C L c 10 ' ALUMINUM DOOR BOTTOM j c FLOOR AS _.! SCHEDULED --1/2' THK. EXPANSION JOINT WITH ° 4955 CR, 46A PREMOULDED ASPHALT IMPREGNATED FILLER c SANFORD, FL 32746 CONCRETE SLAB `: •: ° . €' o fin A 3/8"0 EXPANSION' w PROJECT NO: 2013.0266 s ' c SHIELD @ 8" O.C. ` ' DATE: APRIL 28, 2014 HORIZONTAL - . .' a c w Z_ O STOREFRONT DETAILS 3" = 1'-011 15 DOOR SILL DETAIL 31I = 1 1-011 o CHECKED: RW DRAWN: WT V 7-11_6X!. DOAK MIMI -0 7113-1) i MOM I °� MUELLER URETHANE GATES PER 200A DARK BRONZE CAP TOP OF STEEL PIPE 20GA DARK BRONZE CAP 20GA DARK BRONZE CAP k 3/4 2 COAT STUCCO SYSTEM FLASHING, TO BE SUPPLIED APPLIED DIRECTLY TO CMU MATERIAL SCHEDULE, SHEET FLASHING, TO BE SUPPLIED CONCRETE FILL TO BE FLASHING, TO BE SUPPLIED BY G.C. A3.0 - PAINTED P-3 BY G.C. STRIKED OFF FLAT BY G.C. ARCHITECTURE .. .... ENGINEERING I' , UPPER ALUM. BRACKET , .. • , .... . .. ', - ' . . _ . ; ... • ' . • • . . . • ... INTERIOR DESIGN PROJECT MANAGEMENT UPPER ALUM. BRACKET :,:. •. •�• I .. AA 003420 PAINT BOLLARD P-6 CA 8660 " Z7 I: :'. I I I 3/4 2 COAT STUCCO .. - o 'q STUCCO PAINT BOLLARD P-6 3/4 2 COAT ST - COURT LAND :. ... :.... �..� -: • � '. o SYSTEM APPLIED DIRECTLY •• - � ii .. ( '':. '• a SYSTEM APPLIED DIRECTLY • ' • .. . ' _ � - .. � � SUITE R 00 i . 604 C I TO CMU TO CMU I I °° ORLANDO, FLORIDA 32804 E ALUM. BRACKET LOW R PH 407.645.5008 6 ROUND STEEL .. - • .. .. .. - • • � � , . . GALVANIZED » SCHEDULE 40 GAL .. . FX 407,629,9124 6 ROUND STEEL PIPE SHOWN DASHED SET SCHEDULE 40 GALVANIZED 18 INTO CONC. FOOTING. PIPE SHOWN DASHED SET L • CONC. FOOTING TO BE 48" 18 INTO CONC. FOOTING. I ::. ' SEAL: C. FOOTING TO BE 48 DEEP° CON I ... -k DEEP : �• I I ,.. .. .. . - - w,a y FOOTINGS SHOWN ARE FOR I&P•a' r '' » I I STAINLESS STEEL FOOTINGS SHOWN ARE I I I FOOTINGS SHOWN ARE FOR REFERENCE ONLY COORDINATE r I I PROVIDE PVC SLEEVES 5/8 X 24 S.S. CANE I I EA -3 E IN CONCRETE, TYP. BOLT AT EACH GATE: HANDLES, (2) PER FOR REFERENCE ONLY, E . - REFERENCE ONLY, COORDINATE W STRUCTURAL FOR ACTUAL SIZES W/STRUCTURAL FOR ACTUAL SIZES (ALTERNATE SIDES OF PAIR OF GATES COORDINATE W/STRUCT. Y a k PANEL)FOR ACTUAL SIZES0��'� I ELEVATION 3 8" _ 1'-0°rs 3 REAR DUMPSTER ENCLOSURE ELEVATION 3/8 - �,-o y4 FRONT DUMPSTER ENCLOSURE ELEVATION 3/8 = -o° 2 SIDE DUMPSTER ENCLOSURE ELEV / s 7-ff_DUMPSTER ELEV ® ° ■ » , .' 6 STEEL PIPE FILLED ,. n A. 25 -4 00 W CONC. = PAINTED SEE STRUCT DWGS FOR STEEL TANT: v, :. _. • YELLOW :SMOOTH TROWEL REINFORCEMENT CONSUL 3 CROWN TOP. » f " _ 8 CMU WALL W/ 3/4 2 COAT $.O STUCCO SYSTEM APPLIED j x » = DIRECTLY TO CMU OR 6 STEEL PIPE ❑❑ ❑❑ ❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ 6 STEEL JAMB POST FILLED I 1 • > _ � ,�; . ,_ :: � WITH. CONC. PAINT P-6 YY ❑ CONC. (MIN. 3000 PSI ®28 DAYS) w i i G ® » �.-._;,� z_ : �: _ ❑ # .=MUELLER ENCLOSURE GATE --�..- 3 x 18 DIA. ,__ x _ _, E FOOTING _... - -0 Q CROWN F T _, _� _ 3 -1 3 0 3 Vin.--, _ ..._ 3 0 _ i IN 5 :: _ ., - .-.. r, z �.. r , HOOP BASE - — — - - .c _;_, �-�: � .: REINF G .TOP,' $.o 1. I ❑ I o I BOT. &: MIDDLE SLOPE _ ,. ..: a .., _ - . , .. : oo , . •� _ GATE CLOSED .POSITION C YARD i I Z STL: BOTTOM �...._ �.. 8 CUBIC YARD I o 1 r_ F. r. i DUMPSTER PROVIDED 20GA DARK BRONZE �:-; _ ,-= __ _ ❑ DUMPSTER PROVIDED 8. v I I w BY OTHERS ❑ �' . , CAP FLASHING, n n ❑ I BY OTHERS I I I I BY G.C. 1 /2 x 14 REBAR F SUPPLIED ANCHORS THRU E ❑ I I I PIPE BOTH WAYS y # ; w I ❑ _ I 3/4" 2 COAT STUCCO; ® o I I SYSTEM APPLIED �. • �. _ � t }� ❑ E ------- --- —J ❑ ---- 2------- I DIRECTLY TO CMU n $ R 8. I o _ II •= ,: ® ❑ > � � 8" CMU DIA. :. 6 PIPE BOLLARD FILLED b TYP, BOLLARD SECTION. 1/2 - 0 7 DUMPSTE[� LATE `DETAIL 1/2° = �'-o" WITH CONCRETE, TYP: SEE ' ' ® o o I OR BOLLARD DETAIL 7-rr_vusrFR GATE Dn . 6/A8.0 F --- ° �� o REF STRUCTURAL FOR © ❑ ❑❑ ❑ ❑ STEEL REINFORCEMENT 20GA DARK BRONZE CAP FLASHING, 00 ® ® ' P PAINTED (INTERIOR) SLOPE SUPPLIED BY G.C. = ,�o ® 0fl� r _ I CMU WALL BEYOND_(aj m 5» loll i 1 1 o" 10" 1\ 10" i\ f O 8" 1'-3" 10'-7" 1'-8" 10'-7" 1'-3" 8" I SEE STRUCT p a w lo A. e .. :. a', / / \ ! \ o , .y FOOTING SHOWN FOR S d " I r4 A oolv e a REFERENCE, COORDINATE ^ Q WITH STRUCTURAL DWGS a.—� 2X10 P.T. WD TOP 0 o PLATEt::7z PROVIDE PVC SLEEVES IN CONCRETE, TYP PROVIDE CONCRETE PAD IN FRONT OF #3'S ® 16" O.C. EA. WAY LINTEL BLOCK, REFER DUMPSTER ENCLOSURE ENTRANCE. SLAB 2 #4'S T.&B. #3 STIRRUPS ® 24° O.C. TO STRUCTURAL 0 SHALL BE CAPABLE OF WITHSTANDING A 20 c NARY LOAD REFERENCE CIVIL 4" SAND CUSION 1�-6» 3/4" 2 COAT STUCCO c TON STATIONARY SYSTEM APPLIED DIRECTLY TO CMU w NO DATE REMARKS 8" CMU, SEE s REVISIONS STRUCTURAL DWGS FOR w 1 STEEL REINFORCEMENT $.� CONCAVE JOINTS TO BE USED ON THE INTERIOR OF DUMPSTER ENCLOSURE, PROVIDE PAINT FINISH ® INTERIOR o 26'-8" w - o 4 DUMPSTER ENCLOSURE PLAN 3/8 = �'-o" 5 DUMPSTER ENCLOSURE WALL SECTION 8 DUMPSTER ENCLOSURE SLAB SECTION 9 CAP FLASHING DETAIL 3° = 1'-o" o 7-11_ DUMPsrm EL En W91 SEMN - /nu = 1'-ou ®7-rt_arwsTmsue Da 3/� _ -O ■ 7-ri_DUAIP57ER ENCLSDUR£ GIP DA z 7-71-DUMPSTER PUN ° ® ■ (9 ® i O ' _ I O : z U O 0 w I O z c TELE c #1030500 c ° 4955 CR. 46A c SANFORD, FL 32746 } 0 v N w c c PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 z g 8 a c z_ 0 s� DUMPSTER ENCLOSURE = AND DETAILS c o CHECKED: RW DRAWN: WT 'T �g i 4�, 4 3:� V IMAAJI�Mft OWN- kOMNGSYSTEmAPPR jv�-- T7 K Cate - al X I EN, 111101,01 AIJ1904k 75W4 ly 1, 0 W �Tlo'R_ 10111 a - Z uvl 4, gx 1545 5 99 mat 6 6 e :QIV 5 -2 - NV lmPq ulwe"mair 4; pof J J J) U vftoovw�� MA 0F, -M l6r�' privo. 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Roo`fln�, and la5ulation, T6, "to 5�, col PROJECT MANAGEMENT f4W tt5t64( ners j- M4 I ftimufft, "dens ityrof TA-pe"f 10,0560 x1f$4- e,,<.: j ys�..,, f_, w 40 41' pot 17,yv"p X �cj 10 QX 'eneric, k' s"N"I'll, b"-wd slun. Vp Gy psttm, -I- wilh, o'. L L C"' Rod oqmq on, r I L K"' 5,il Ju. is �'3, Nlyiw uta -tosulat _jQ ll.oim,K OMA' $�hft l9kfruded vinyl, gmye. with-hoks- ORLANDO, FLORIDA 32804 htyls 6 pu Q- 'LLC q 'Compogite-3 p., PH 407.645,5008 Duro-Fold, Uhderlayrnent,.Board Lixtruded poly4yrene with polypnopybene :D� uro7tast R"im,60, & Ino.. out FX 407.629.9124 JIM_ �p6itit,:�\,it,fia,,43,.,-P-Iiiilip�;�(r.Liss, a t _ f num e-,, bom insu, ati'orl, Duro�las�t, §�tjqq n, Duro.-Last' Rooffng,, Ju- ... V -7A, mmhrane�.. SEAL: ,0w, d, W �1, I p �m.-Fiby S-ECU'RB CKQ� o 'I of d �'�O�ardsfoek 07-1 1!�' 2 Elar L ',t,., 'affi�w . ,as B k8, ga,� 6 4. 1"80id" J:� A PP,,,R,'ff E� -lY'FAsT- EN't'-9 $1 X INT 'T"A 0 Lf 3' AppmvalD_'*�,� 03107113 ------------------ . . . . . ARCHITECTURE Produ-0. Pjruduct AUw1b tot., ENGINEERING VA01 "095,1411 PlAkit r �(W x-eut NOAY, INIEM OR DESIGN -,D'u to �La st . D,u ro -C dated Roo`fln�, and la5ulation, T6, 1),uro,-�L- ast: jkw'fiTig� lb�'i PROJECT MANAGEMENT f4W tt5t64( ners j- 10,0560 j 40 41' AA 003420 6" ofu0l( e -j slte�, old 10 QX C S", 4 0, Q. CA 8660 Plaies. -I- wilh, o'. 1604 COURTLAND STREET Rod t td-&, 0) 6,103�,- R ind.01,4916_.'81 A, Duro-bast me tle,, SUITE 100 D-uro-L. ast Gtavol Stbp� 21"faceXIVI, l9kfruded vinyl, gmye. with-hoks- ORLANDO, FLORIDA 32804 12-02- It 4 -f o 1;W'i 4073101M-1 p., PH 407.645,5008 Q asX W40 - _346 Mario out FX 407.629.9124 JIM_ �p6itit,:�\,it,fia,,43,.,-P-Iiiilip�;�(r.Liss, Lengths ww P. '0 '3� -a h sAe . oo �426'1 thiek-. mmhrane�.. SEAL: ,0w, d, W �1, I p 'D4Z3 adhes,.ive. 07-1 1!�' 2 Elar L ',t,., 'affi�w . ,as B k8, ga,� 6 4. 1"80id" J:� b a _tk 1, 4 "s oiw so 6� 'vr,q7L,otl:t 8,131 1V g6: p oil v �Lq%� solvent -based REVIEWED FOR DESIGN INTENT ONLY 'h6les"ev-�ry 67 S.� Trufast B H41? (#1 �:5)1' 1.0 -rw-comporwit- Ma6bratio _wdha NAME: LOUISE CRAVER (Y A, 04it -,Wfth A "0, PhOl t;*P� lf(u h U, s, DATE: rd liq "T k A,04-y0ftk str -Wwd-o ft AVOW 47-25. iplate� ARCHITECT: MXP�kgsf AgPM-000 v A 9,04434 c, 1 0- riq peces�sories.;flor parapets Fastener Addponcg0b gas J f., Rhinohor!4, fnsol,#�q g,,,q:pj4fp gqed]ift- 3"� round pe h4 Is. t "RIM.- W �us;t, 11 Qq, P6 tvalume Gaival _s', ystems .�4 ""gotipp-L-a xwfillg, CONSULTANT: A PP,,,R,'ff E� -lY'FAsT- EN't'-9 $1 X '(4104*0APE;�,C0 . . . 'T"A 0 Lf 3' AppmvalD_'*�,� 03107113 ------------------ . . . . . #4stener Produ-0. Pjruduct AUw1b tot., VA01 "095,1411 PlAkit r �(W x-eut NOAY, ,l. -,D'u to �La st . D,u ro -C dated Roo`fln�, and la5ulation, Var iOLIS 1),uro,-�L- ast: jkw'fiTig� lb�'i Awaa f4W tt5t64( ners j- 10,0560 4113 Plliltips�_Ntad, 40 41' _sA4'lQ 6" ofu0l( e -j slte�, old 10 QX C S", 4 0, Q. Q5-q,34Q7- Plaies. '6 h (fr,0Wv4iA,6!wl r t td-&, 0) 6,103�,- R ind.01,4916_.'81 ", �, i � Of 91.0of i g m4 �6"z plates .0940141 ' 't 4, 12-02- It .",Q 'OWQ--� pit _t a 4073101M-1 o 1' Q4h 1 "0" Q asX W40 - _346 Mario out 'Ultavy,Du'(y.:D'r.!I1 vaint �p6itit,:�\,it,fia,,43,.,-P-Iiiilip�;�(r.Liss, Lengths '0 '3� -a h sAe . oo hod OMO, 4* A M 0 4, 'D4Z3 A�S,'7FM M841 -PA&M71 07-1 1!�' 2 Elar L ',t,., 'affi�w . ,as B k8, ga,� 6 4. 1"80id" J:� b a _tk 1, 4 "s oiw so 6� dl �PK -wW3, pKQ:-pv'l.qc W." N& th c,. 'h6les"ev-�ry 67 S.� Trufast B H41? (#1 �:5)1' _r, 1, AIte_nldfi,,, Brinck.1 F114 04it -,Wfth A "0, PhOl t;*P� lf(u h U, s, "T k A,04-y0ftk str Du ""O's -."gral T".9 _L , GM -11 w iplate� Al 14 4 �koqftog: go � _K_ A, vmavou.�s: J"k a�(.9.0() ing i i Fastener J f., Rhinohor!4, fnsol,#�q g,,,q:pj4fp gqed]ift- 3"� round 11 Qq, P6 tvalume Gaival *f Pt*�- 11 0,21toodgaRo op, Wo sloothslkw wljt'#� VVa r 1 G ow, ino.. 41 4i� D _ro-g OPiAte -3, ',u on 3 round Duranba�s 15., #44,Heavy �Dtgy 0 V N -0 A,.N,o. I Z-� 0 529*06 UTY 0 Z 0 0 0 0 NO DATE REMARKS w REVISIONS 0 0 S 0 V5 < R 0 01 u 0 A TELEVEN STOrk"'E #1030508 0 �z 4955 CR. 46A SANFORD, FL 32746 0 0 PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 X '(4104*0APE;�,C0 . . . AppmvalD_'*�,� 03107113 ------------------ . . . . . T4tAAQgW" 'Re Qrl, Vas� 4 At"$ Awaa z,C1ass,,447a 10,0560 40 41' _sA4'lQ 10 QX C S", 4 0, Q. Q5-q,34Q7- '6 3,0 13 3 14, _$047 m4 �6"z tla�441_ .0940141 ' 't 12-02- It Bxtuioyx 4073101M-1 FM*4-?G/TAS 114- 5" 4 W40 - _346 F -M 447 s i A #967.60,4&07 fM 447,01TA S' 114: '0 '3� �AS a4 OMO, 4* A M 0 4, 'D4Z3 A�S,'7FM M841 -PA&M71 07-1 1!�' 2 1.0fti. 1401 A, SIM oiw so 6� 'A"' f N& th c,. 0 Z 0 0 0 0 NO DATE REMARKS w REVISIONS 0 0 S 0 V5 < R 0 01 u 0 A TELEVEN STOrk"'E #1030508 0 �z 4955 CR. 46A SANFORD, FL 32746 0 0 PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 %mbranie q(*Ti, �Zx'teQlj Wool0 . n Membrane: Type S mbrane,-Typei V Mcin'brafte. ^-pe� Si 119taip'j"y -P VC, md, DoWT Pelt', 14.wel P "k Jj)-�,Ot4 -di pe, oc 1'1� e, �g � I Deck li'J�'}I�et�.lntlldt rl).e-ck..D`esQrl-P11om U-221ga.ste'al-, Q,0&'jXWiP- 00 l 2 gay fl., u t, p* insu a ion: aye- r adhered' -w. fth $'y f Ty "o Q- Luise uy-, 4, Qtto4fmv-40":iQ I -f A .,'S' s-tem:Ty'pe..B(2). staf S. _erg,,d- �Y" k igq ofIas-uffilfm imchanically .aitfactlej, 'y d, W ii>W.h. si 0 limdi, gs; #q,fjj',s(cd4ff TableA, of.this Nb* are AWO'n.er ly- 'Uthis no d� t�appro.ved,au. ootappro odagd, -d q itid,ae,.coss6rios,.d'eioonstrat e rmpfia.0* With' t. mo q#-.ia'' s -'y too 10, 1 A .6 � .1140N, are: ;A 10 "'W a- �4- - - --- fk-,i -f -'d Iii Ti .Table 1: qof� OK11 §.;AQ. P -A wt 'A feld' tao, I XMM 'AW V-6 i--,FtQ 4413- 41 341 fabr'.,ieatA�'d-utilizing.,�the.appr.,4.v�d.raved: - . P� FF lx:n �P, . i - embranes�llsfed.inT.ible.�.-I-4 �t facie ir qam M f proved' t., o' W hit - III ", NIA, :::_,T intuib r a n os. I I st ed fa, Table I. .14yers" qf--Ov h44j $OW. JjQ n f 'fo- I f 4" 40-146ALO'cii-- lltsAatiouFasteuk.r� J),enslty/ft lusulatiou'Layer: 0, Base. Instdatim Layer k�,Footi,][T, Dtu-,ar�q`n.� ed;146 114 t WV!�' I 995-� GIL -111 A�` 'Ni. 60. "Densky/fe a1lmO 1 fe, ok ;tn96+ "G E. ginimumA.5" thick. j� Al uuisbiaq Q mr 'i(ard1w, "A"m 4ttachedwith.f t ne andi.deusityde,�c J04. lAt'loo 1, as e rs rl a $A. 11. 15, — BA 3 1-, wifltk �5 11-W, lq AMani 1V-,ffuro-Q-uard,, Is V-& :b- d- tainfug--the same, fas-te .imi pq,_ o.g,r( s q Increase t main casify 'eo� 2' WJ V1A AC,Foarft' V 4 J)Itro�0 u- y 4 j MfhJ A Z _jp 11*15of aim It 0u,1mujn,Z,P ic �Wlewd,-" 8'0-- ly Ohesive-�Iap .d-at,.'6Q,' 111itIA1,1011 714 -2- W, ths FI te. ifigulati, -doo, 0�: We, i, Laps.are-, sealadwith a, min"i'mum, 1,57:'41W, -th -e -e Do- #t, wuddlmmos, ed'themumbeir 04�; A-11 Igs': 9-xk I pgr X0,k.No.,-.12-029.06. 00� Wex, jgr '0 01 -q:,,Sed the ,A Ug 't 1LIMM' 99), Oo.� 194, -p,4� 1�41f Ik. :the: same, �fastcmer--U, us ty a 0 g f id. a St 'xida rd p p mi I i for pktoif :&t5f&1.' `I`op UsViAt 14-y.o., "NsW011"ast-o- s- Fa U, - Ir Dmrio 4, 40r, ill A.d...4 s,N A VTO a t4 i.XI 0� t Jd ;;t (i 0 W h4. WA 1'8� 0: 9' St 0,41", R - R. J94- 4t:101 w inin oad'q- p. -ed -Itfr.a.,mi ium'I.-S.Tailleatw,e mini'mant thick N/,& DensDeck (Q—ut'y-, w It h; AC Ro a in, Ix, AC Foam IV Du rcfG. u a rd I so. Il A,, Duro du ar,4 iso "tA-1 V/A N/A w06L0i,5-BMIV Adhiestye--a 1—d t pple �a, lqy�"f- of ttks" i bilf mAdfiesivt No t q oi�, �;j N irm , 414j),ur" - N "W I o Iouf&gallmt, -L-aps ?Xxpacqd�, Please refer to. Roofmg-App'lik"Athyti, " ` d- bb - �� '$ef6,( 81AA, a.r Alk-A,8�4-13`fdr I'Mm'146.411 aftA�htmM.G -45-p �sf( General L-imitaftn49): -L-,agtWB ILAdheguve Qr ,0 Ai, -C-Faa a ty Wirth -A U. ll,.. -ttly.-4dljeT�0- wiffi. DUro:4L-asl, SRAV- Adbe. AM -Igdl. 'La s; r,6�- A! d.i(v R wj lied w- P. I& P kto, Ovs m r"Al t vo'-k No,�1-1245Z,%Q,6 V -Appmy"A 9-4te"', '00104), Eapira,tion �1� 90,.. 4 3 MfAW0A"C'Q -2 -17 j.. I �f Appmy 01 -W-0 WZ2 =10, ira io 9 0841117- OEM mmwl-� Appmyat"Oa(w. MO. )kqg 1.014, kw 8 fa %mbranie ;yptv "ecic rTyge -111 .$y8U*,, Ty 6 1 T.-m6ha-ifficAfty", A -Rim.rat apply: "Roof ,accesso.ries.;not ,listed' it Table .1 of•thls N-O,A,are fo (0 go, --.4m. ),V*, ith" a 0'.uilding fabricated, ultilizin1g;. tbe�`Iaipproved: in X L af t 6 - (ti f I 1b."NT �,ift cl "Iy . f ih Ms. 0 7F Xp 019,00k Lif 6 �Ckjfk ('('alit e.l.), Densltylff.i MOXV0.10-1m -11, ot-44, 1S ftp NO W wv W0; a 4 4 1 6� me 4 061,0 1 i f i 4A k,d-,,, W 11,41, A, g W kar,* 4, x (a ?l 6 6 6 kx 0004", i x kox i 6. 11isubtflou: paneJs listedare -nif6imum sizes �a ad dfmensio la rget- ria net& are msed;the number Appli.eatim'staodard, RAS 1,13,44t -Thstening details); membram, InsuladogLa ,Apy,,shaff bg4firough fkstemedfo, ithe-,stegf, deck, with the :fastcner -aud , OOZYJf .PlatQs,as spwfif Q.d-. h(-,Iow; P -Lbidonflatea ',L -a MeRlraa,�.,; -we. Isl ps.,.are�i seal-eAntih z I too Will 'pwStua, —4.5,Gl p4' ie ,(S'eie-neraf-L'I'miff iaw XOA No 11=0529M E X-Piratiou,'Date. M/22/17 Appro.vat.D4(e'.03/47711 r4g,s; I1: QUM. ftk4rua3e Typji.� *& My,, VV0 beck Type. S-tee-tjnsulated hm, Description, 19-22 ga. steel: 1 al 1 a Sim -ti-on -h: klftauaou All Geitervilan& Sy$iqmi, - 60m, � P.Plyi'Rof ft.00f (W 4 J T01 X f '01h Ta. 4,,,,NQA grp #ot At. an-.&�`S-haltnot ho fnsfAledfunless, sa . iducessories�, demonstrate vomp , ftantkwitk preseriptive F16` f tic rh6re1i[dyt1xs ofany df tho,'N'tom' initifafloin Muk-Max Min imum-1.5" thick, Fa$torfer J ju'.wiltyur la,vinsa-, R f j3jqkrf k, Mu4m- YoO ilife"k, Uh I Wk NOW-T09.41010ii -Jaytm shah b,.e.,sttmxdtaaeou . 4y- atfito , "&Aen descr . ibed, A. qy�,- .1144"i'NANA. pm aio(a r. t_ Wxif qW.. $1710,AAW-1 10am 4 -aww-- ki it' 4 - be, in' the-- same1a A per board sball a mg stener dens ity '(See -40a Or I., A , ? - *04.44 -App fia"s mak AAO, Iforth, Own' �-7 7f - d -i- vi -14 D Motof mw,� Dwrotu'sa fatm,bfm� 1h k 'W1 L --#ps, am.'se x w- t., �-.a p4m- . ssurr.45asf e- Lj� 1b No fi, F,,x 'i pralkw0a(ct: App IlIffERPLAN-14, ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 REVIEWED FOR DESIGN INTENT ONLY (NAME: LOUISE CRAVER !'DATE: ARCHITECT: CONSULTANT: CL 'W I NO DATE REMARKS a REVISIONS 0 0 10 IL 0 01 Z 0 Z c 7 -ELEVEN STORE #1030508 4955 CR. 46A SANFORD, FL 32746 0 PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 - om� 0 C11 @ I , NOTICE OF ACCEPTANCE q(*Ti, �Zx'teQlj Wool0 jh Base. lay "rvsLflat'1ou'l.o-asoTaU Toprlumrctf'� Type iQ Irrsrtlatro .t echo _l+ a 1y md, 14 Alt Q --mWAT NO b 4f. APO ov 14 go'g-lamo 0i -FlOrik'Aw irem-e :a Md;fabrjcated� 6filiz, -,appx vi�, 1) criptive -6 rqq nfs, jidarer.fi in, the -4 d, fkwa hi: TiW -tl�i: "One;, or •more t. -jab-lel N -Ift „F rIiI'L X o;;G W,4,rd 9 -G t$o II .Shield 'Duro-Guard Iso:I)<rFI, t., o' W hit - III ", NIA, :::_,T irou"Al 41". -4yo 60 min n Ytr ty Aia* 0001 To f'Juggr pands amused.-fhc�. 00m; "0*40t oovaim.m 4', 6 futmher 0 asten. mper hoard'shall:ht'inereased mailitaimuith64AW U�akr -40-0 -N,0- E. W 1 (7 tA t tog OW -31 ' 15, — BA 3 WIE ,'f A N.4 -ith? -V-,4f 0 "a 't '7 -,0 10'azf r j 1. , . " . lq ol P are-. S.C. a m,' 41cd, A; 160 all ated with fnimum,111 bW, 41. ipp W, a: �T- 's S al Limaiatlolr Q gee, Q.affef :triI AL R- a -Z X0,k.No.,-.12-029.06. %ti-ira ton,Date.:.# CM(AMIRAMMOCOUNTYXII p ;yptv "ecic rTyge -111 .$y8U*,, Ty 6 1 T.-m6ha-ifficAfty", A -Rim.rat apply: "Roof ,accesso.ries.;not ,listed' it Table .1 of•thls N-O,A,are fo (0 go, --.4m. ),V*, ith" a 0'.uilding fabricated, ultilizin1g;. tbe�`Iaipproved: in X L af t 6 - (ti f I 1b."NT �,ift cl "Iy . f ih Ms. 0 7F Xp 019,00k Lif 6 �Ckjfk ('('alit e.l.), Densltylff.i MOXV0.10-1m -11, ot-44, 1S ftp NO W wv W0; a 4 4 1 6� me 4 061,0 1 i f i 4A k,d-,,, W 11,41, A, g W kar,* 4, x (a ?l 6 6 6 kx 0004", i x kox i 6. 11isubtflou: paneJs listedare -nif6imum sizes �a ad dfmensio la rget- ria net& are msed;the number Appli.eatim'staodard, RAS 1,13,44t -Thstening details); membram, InsuladogLa ,Apy,,shaff bg4firough fkstemedfo, ithe-,stegf, deck, with the :fastcner -aud , OOZYJf .PlatQs,as spwfif Q.d-. h(-,Iow; P -Lbidonflatea ',L -a MeRlraa,�.,; -we. Isl ps.,.are�i seal-eAntih z I too Will 'pwStua, —4.5,Gl p4' ie ,(S'eie-neraf-L'I'miff iaw XOA No 11=0529M E X-Piratiou,'Date. M/22/17 Appro.vat.D4(e'.03/47711 r4g,s; I1: QUM. ftk4rua3e Typji.� *& My,, VV0 beck Type. S-tee-tjnsulated hm, Description, 19-22 ga. steel: 1 al 1 a Sim -ti-on -h: klftauaou All Geitervilan& Sy$iqmi, - 60m, � P.Plyi'Rof ft.00f (W 4 J T01 X f '01h Ta. 4,,,,NQA grp #ot At. an-.&�`S-haltnot ho fnsfAledfunless, sa . iducessories�, demonstrate vomp , ftantkwitk preseriptive F16` f tic rh6re1i[dyt1xs ofany df tho,'N'tom' initifafloin Muk-Max Min imum-1.5" thick, Fa$torfer J ju'.wiltyur la,vinsa-, R f j3jqkrf k, Mu4m- YoO ilife"k, Uh I Wk NOW-T09.41010ii -Jaytm shah b,.e.,sttmxdtaaeou . 4y- atfito , "&Aen descr . ibed, A. qy�,- .1144"i'NANA. pm aio(a r. t_ Wxif qW.. $1710,AAW-1 10am 4 -aww-- ki it' 4 - be, in' the-- same1a A per board sball a mg stener dens ity '(See -40a Or I., A , ? - *04.44 -App fia"s mak AAO, Iforth, Own' �-7 7f - d -i- vi -14 D Motof mw,� Dwrotu'sa fatm,bfm� 1h k 'W1 L --#ps, am.'se x w- t., �-.a p4m- . ssurr.45asf e- Lj� 1b No fi, F,,x 'i pralkw0a(ct: App IlIffERPLAN-14, ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 REVIEWED FOR DESIGN INTENT ONLY (NAME: LOUISE CRAVER !'DATE: ARCHITECT: CONSULTANT: CL 'W I NO DATE REMARKS a REVISIONS 0 0 10 IL 0 01 Z 0 Z c 7 -ELEVEN STORE #1030508 4955 CR. 46A SANFORD, FL 32746 0 PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 - om� 0 C11 @ I , NOTICE OF ACCEPTANCE COW Yxg6 1.6'oof 28 XYpk�, P� V, C V Devk Type:211 S�ieef,,,Jbsulated, AA 003420 eck- T $t ef, CA 8660 4t_et w, ht�k bescription, is,, secured to supports spaced 6 .01 Tka �(pqel f4�tenqrihsiafled, at eaeft bearing, Cto Tr V 604 COURTLAND STREET f,6�toet 24 14 dtachnierif poi0j, a"ryd Txaxx fa4eners, 2411, ox-lat-tbe�,sidez. 'fiaps. SUITE 100 A-41, fdy�e deiliguhtiod: 61"'d bj ally'' ORLANDO, FLORIDA 32804 :S,ystomT,y,, ei:.QG),,:� �AJ[tayo Y_eAw TY raaclu_ ','adh& n ., ys em, unj q ionsq -1 'R f; sories not, listed in TdbIe,1.of`,this,N0A-. are PH 407,645,5008 All, Generffl;'a d S t, U wt 1i% pp y., oo �agees A', Q tof"t, NX0A a -C, All, �,g FX 407,629,9124 6 -,1 twg w4h, a o t� a pproved, and.. sha I t not, bt fiftsbil le d; u u less, saict accessories,. demon str ate, e'.Qm P I fa nvel with ,prescriptive F%ri 1,4, 1A 0 de xgq me* qdAr ri fe, it utilizi-i g, theup 9' 1 Id. fA�fiqa n proved f di Codott0owo "ad -x clr `,�r 'sgr , " 4 a ',(01, in v - the r1a Ale in: 4151e_1i *04m t4r(ks t &JA_'TTabIe!t1,, mexub s'I ted T SEAL: Onc�,ar m. oretay-,,m p6;1 fjh y, qf (qffov v, Unt, 064Y �qffhq N to w (g.more., Insulaliw,Layer In.aulation. Fasteners -'Efst4ider', Base, Insulation- Lwyer IhsolationFasteners Vasoner. 0ginsity-1W, johlo 4 posify ft REVIEWED FOR DESIGN AC am ACFoam III, Affoam,W Guand-, I -so, 11-A-Mro-Gualrd, !so jR-!Aj k'P -Foum,1111, A'C.Foam JV. 11wro7:Guard lsollrA*, Duro-.Guar_dlsolft�A INTENT ONLY �j, Duro 1, - A .oam,14AC i j i Vwo-�, rd is# I E, M "!�WX Vk�$ 1)00!�qow Uo 0�& MAO", I$0 W 0� wf(�� 04 N/A- VA, 0" Cal 5" hick M A NAME:—LOUISE CRAVER to -i "k �6p.,Jnsulatton tayer "n" DATE: :5),651 ILI Density/ft, A RCHITEC imum %'11 thic 2, Wffk fe .Nb1d1-.Jn$uIa,fiQm layors shall besitnultancously attached wtthl,�,tatenerx, and A0,; 0$41,44c, d� -4 'y 'es "Ra""o �wl 'Ito 'W' N'oto, lodoofa -0 -''$"h fbo�g ftiong toij ''J"." - '.' 4hov"O" t wat 'pa'n.,04'k, 0$, d, 141M W '044M.440-140XI 90P Owls" th At usto _rs: a slt.—Y-d "'Pribod A, M A)r P t, !"Itowed P, sAuJab ft; ners.pev shallbe iweasedmain g.t AWN,.ci and dimensions; if Q)rQ � aste Ward. tainin O"bgr ofwign6s� pobowlt"half be i 0,04w"I qgIho somjgx4stew dgwity:Oeg- Roof I 'deta Is). ing, ApplicationStandardIRAS, 1.11"for fqSNn' ng, i CONSULTANT: Membrane! D,u o�L�g�rr 10-INW-o' ost, Ad 6a T.. , _p I ygM, I led at.60 .$014Y ft*iv D -d,w lwa Membrafte: Dura-�-Lastniembrane. 441�adherd I ith:D.,uro7L-astSB',Y�d e �ptled at,,66 �W-o 024L;LAP_S_,, t �o wltfi,�, �ntmfti I I S w _�,o 8" WIM ap olwlokdvif 4waaw "w- Dzsligg -b ft Ap _,MQ! g, p1j; 5 heatlw Ide. app lied af,60 t, L ��.s 1. w e Fiessure: �47,5 Of 'W(Af 5: [b p W0A Noa Al N NO IZV519.46,6, -P 9*rxtkw UAW =Z/17 NOWL11", Amw Awmw On d 0 membrajk*Y Sir% le P ty_� VOC - < A �41'1, beck Des -c -r! y 'T,ra,xx.5,,.fasteners A ly''" �J4. 4&kasi spee tied 0 1114 A IYOrs 4 14!o,,q,, atihe-side: laps. f1ho f two 1 4&? z -C f441 i"44h.-erod, < $y,stejn:Ty,pe L-ayer of� insulation s"Imu, 'finlikdonsapply,40A, a it"Ll 'o V canipliance-with *4� 'I'l w 11, A-, "w"A g"__ M OeA" Ab� *sift LWj(a"�qpj)� 49�Wo" 0 "1 f J! - _ i.gt*rate i g'.1 - �l 1 0 T of-this�. NJA are to ti-Awtv Al, 4.,;, s, d M -p-resgrip" ly. require are, i d1a 0 ot"If "'c: (k �#,Ppf, d- 0 approved,and'-shall notile installcd.unless, said! d el"Torida I'lu'.4 111'01g,:Oqae� menu �aw_ Ti I -r$�4ted' ti i h ro. , d ow., A&W-4-kTi" lol.k 04114A."C , e # 0 t - ,�r W_ .4- , -Ab u: Mgingj Capp ve mein branos isted.An Tablet 1�. Ifto VIA oor mpr ny 4f �q w 111-sufadons.. 0100 t L 0 N _(n�� + Insulation. Lwyer s, ion)hswor�,- �A NO DATE REMARKS MWimum Vz"I'thic ji, 12. WS, �0 uro�'Guard Igo% W -A REVISIONS mlinlimuml)� thick. Any:Folyisacyniturate., listed :Z N $bed �I, z' 3 1:4,ft3- 4- ':b i��hqgj` ajty 4 a ',abbwe�� a ft -1 a s� 0 yqr��wL e5m ched with, �.faste er and de sity dest:T1 -4 z -A), U, I w4v h s w W I Insulation I)Anels. -listed -ar�� "Mirinukru st c� "W"far Paw are 4 , Of th1q. 440)helr thesam-cfAstener density, (Seel"ooting" TA& r (2 b-'AW,414 opffisula tion� Layer p n. aining, T Ibstilation'Fasteners. A0 t4jidard IjNe",fast0mlf et. ilablc'3) I), 0 Approved XPS -a adjor-EM" :D _6 A f I ith:, hea w 0 fN,a1.;La,.s,ar.e,�&ea.e,d:wi p It 213 Max, imilm Design ELEVEn jp y a er vo. p g lugulatiqjf lqyyqr5 `h 11..ait ched.4ith,,V 'If _� a 4� xg �,qe� QOA �o i i�t do 4-7) Note. gg 'reliminary -as'tenift �as% 9 G 'Speoft a, 0 luembrane ApPlicition,$tandar(I RAS 117 for '-f1s:tCR1ng*(AjI9,: 01 V _(0piibff,41jA 0-W 4N-4 Or WW J -p 4ppX Firie, B Q'Ing; ,Drpor"ation_.FRr40'*, FR -6,0"., W'� DJens, bcck, W,� J AA 19; R,,.9 'fil C I G o, J-q� nt R or wo, tw Ut"dw,, kAt _,.1y X w AJ,,.n barriier. board. may: be.U.Sed"werthe, frisuUtwd.,( men ranes, a ., e: iec, I au -0 MemkjA 0 sf,,fhst�ners, arid Ouro-Last Poly- 'RE p. d ks 4. every _6,G'1wfthDtfro-La p late'&'; 1 Z' TELEVEN STO Pa 1�0- 'a' I d ith 0 i�paxii wth'toog p re,seae -wt miAlmum, I boatiw, d, #1030508 'WMr, U( with d 0 ory Zall wi. &O-4LW Pot 'P--, 4 18", �6 4955 CR. 46A CY, L *,gq_di-h(oJhe.de&.' -�ps,,,awc,wabed SANFORD, FL 32746 witha,,mimMum 1.5"wt e eatw"Jd MAX,. I U111 i :97' r4 _Or L Q, 45,P-stiCS q 000 4 PROJECT NO: 2013,0266 DATE: APRIL 28, 2014 N_'0AXo 11-052%.06 Fx0irath)nDahe,, 08J,22/17, 0 _21/11 2 _p Approvg1_1),afe.,-,., 00/07113, 11) to-, '03107/13". IL N Avail& A Oft A prova a i WIL 0 W IL ffx IL R 9 15 Xe, Is 0 f ,Z&`, 1 *4 %./ /A 0 NOTICE OF ACCEPTANCE 0 CHECKED: RW DRAWN: WT pe., Ply,�, PVC c T k ths'(ht, ,/ �', ga.. � ft. �Dcekl)escri 'tiowi 9 2 T B -6 A-B,staet'detkisi dt - pp.o s.space. ypel ra c'.3, secured. wsu rf a(Inhtmal po. [w),, arld 7"taxx, A, f8Wn.er�� 24' att "'o, C e,,,, s�j de, Iep s .All, General �aud� Systent, Limitafibns� appily. '.Ro6f'oecessories not, listedin Table:4, oUthis �NO-A, a re -,ft#( App "ov w '11' �' "' B dare ,field fabriefifed utilhriqg, the �approved h -en s an Ofl:,�W.Fhbrd ha�,,ers,,,ofzny f fie Pbf wil d1fatfons- :G� t fo "i 'I'll's T Ins I u I 0ii r4s.wncrg 60k,_ at la". -6 JAV 411 Mnsity/fe' 01 AC, ;0n, 10 ne, e'd , t".), �_,'.,G Y� !MultirMaxFA-J' 'T j) -ho I imum 2", thick 2. 'Wi th 1,41 1 a* _06 Noten� 'T'bp:lhsulatiqq layor 0. 4, 11y, g t.eners an ens 4 On, ech a tto dd-- itty,,,described ,p�j dc 1 �s list iZ0 a s r 'b fi- f �sq t density. Sec�, _q: p.cner qqs� p ,,pq.a .4 g,4 t4iilslt' n eat el vt�!J_ 0 01,00 ff, toq� ',w sg, d. w., 'th,,,j M i n1m u 1 �5 i h w d T ��tfard,:66, IV-A)� y.adheredwith' urb- S91V 's,, Ve t 'DuTQ- . Lastmem6rarfe fid! A) Last --S' "Adhe i '-.ago a 1.00, '6WL%� , , `�,, w e vid 4 --old, r n w Miiximufly Design J ,41, A N, pal E N", 114MO,6. ,KRC - 31 0812247 P_ _att� Q�3 gq -qrz_� -0 i p- w-0 �M_ .......... . . . . . . . . . . . . fly, IN J, M J "_4 - T 4_0 Membra"at Type, .�Ingje-, P fy PVC �DeckDe- r' f` R- G d- 3 sftoldeck is, securedto"f-SLIppits spac. ystern: Ty-jpe,,C -�)!:i 22,.ga,,-. T�ypo Ij ra e� 3 __k aftathment. lht)� atid T-raxx1f fasteners, 24", o.-o.atlht�. side Taps - R' 01�40,xifs "t p & �- d A" Q. noC ou;m(avko, s, "M ove �q struite, complfanm, witk no -lap, rove -an _emQn V)o P'll itA �,Atid fiAdh id 4#0 he ov In -men 14ranes. W1 ff oUt Q(P A— YM A y Instilaii6ti Fasteners Yastentr -ty -A RQY _GL A�Cl"yqo�,t�"1,-A""C",F"og#,),.!fli"",J),4rtjrz-o-�lu-gro"ls,,.ql�l,--A,�"pqto�.GoA-to,j��ql,,Ij FN -3, ISO� 95+, j, minfrutint:1.511-i clk N/A jy-4 -Top"lowatiml Uy li"400 fi(:VV'*$ww$ JF t'�, jawe 3)! Dcnsityy/W' 4 Min iinn ra, th ic k, iwitii 10� tii t,.�a fe Note-� "rog, Insulation la er'shaIl be mechanicalkyattathed �with -fasteners, and4crsity, st, "U'd y In '(Wop e S; 15 4400 -it la"Org"C"r, - _41-1k, ts ,4 re"twod tho- Pf number oUfasteners. perboard. shall:he increa e4 inqinthinine1he same:;, fastener densit.yi., Seei 904f AP,'pl'j0ft i fi,�(anjj 4 W U,7� to wa 'D M�L,4A,, tf�e,-(IlbranQ. kmin, 0.45 fy, Ad' d - - f h' WA� flAA��j� vp'Wra tooft.",Y�g 10 J Maximum Des�gp �6 6 ft WIJ ttat COW Yxg6 1.6'oof 28 XYpk�, P� V, C V Devk Type:211 S�ieef,,,Jbsulated, AA 003420 eck- T $t ef, CA 8660 4t_et w, ht�k bescription, is,, secured to supports spaced 6 .01 Tka �(pqel f4�tenqrihsiafled, at eaeft bearing, Cto Tr V 604 COURTLAND STREET f,6�toet 24 14 dtachnierif poi0j, a"ryd Txaxx fa4eners, 2411, ox-lat-tbe�,sidez. 'fiaps. SUITE 100 A-41, fdy�e deiliguhtiod: 61"'d bj ally'' ORLANDO, FLORIDA 32804 :S,ystomT,y,, ei:.QG),,:� �AJ[tayo Y_eAw TY raaclu_ ','adh& n ., ys em, unj q ionsq -1 'R f; sories not, listed in TdbIe,1.of`,this,N0A-. are PH 407,645,5008 All, Generffl;'a d S t, U wt 1i% pp y., oo �agees A', Q tof"t, NX0A a -C, All, �,g FX 407,629,9124 6 -,1 twg w4h, a o t� a pproved, and.. sha I t not, bt fiftsbil le d; u u less, saict accessories,. demon str ate, e'.Qm P I fa nvel with ,prescriptive F%ri 1,4, 1A 0 de xgq me* qdAr ri fe, it utilizi-i g, theup 9' 1 Id. fA�fiqa n proved f di Codott0owo "ad -x clr `,�r 'sgr , " 4 a ',(01, in v - the r1a Ale in: 4151e_1i *04m t4r(ks t &JA_'TTabIe!t1,, mexub s'I ted T SEAL: Onc�,ar m. oretay-,,m p6;1 fjh y, qf (qffov v, Unt, 064Y �qffhq N to w (g.more., Insulaliw,Layer In.aulation. Fasteners -'Efst4ider', Base, Insulation- Lwyer IhsolationFasteners Vasoner. 0ginsity-1W, johlo 4 posify ft REVIEWED FOR DESIGN AC am ACFoam III, Affoam,W Guand-, I -so, 11-A-Mro-Gualrd, !so jR-!Aj k'P -Foum,1111, A'C.Foam JV. 11wro7:Guard lsollrA*, Duro-.Guar_dlsolft�A INTENT ONLY �j, Duro 1, - A .oam,14AC i j i Vwo-�, rd is# I E, M "!�WX Vk�$ 1)00!�qow Uo 0�& MAO", I$0 W 0� wf(�� 04 N/A- VA, 0" Cal 5" hick M A NAME:—LOUISE CRAVER to -i "k �6p.,Jnsulatton tayer "n" DATE: :5),651 ILI Density/ft, A RCHITEC imum %'11 thic 2, Wffk fe .Nb1d1-.Jn$uIa,fiQm layors shall besitnultancously attached wtthl,�,tatenerx, and A0,; 0$41,44c, d� -4 'y 'es "Ra""o �wl 'Ito 'W' N'oto, lodoofa -0 -''$"h fbo�g ftiong toij ''J"." - '.' 4hov"O" t wat 'pa'n.,04'k, 0$, d, 141M W '044M.440-140XI 90P Owls" th At usto _rs: a slt.—Y-d "'Pribod A, M A)r P t, !"Itowed P, sAuJab ft; ners.pev shallbe iweasedmain g.t AWN,.ci and dimensions; if Q)rQ � aste Ward. tainin O"bgr ofwign6s� pobowlt"half be i 0,04w"I qgIho somjgx4stew dgwity:Oeg- Roof I 'deta Is). ing, ApplicationStandardIRAS, 1.11"for fqSNn' ng, i CONSULTANT: Membrane! D,u o�L�g�rr 10-INW-o' ost, Ad 6a T.. , _p I ygM, I led at.60 .$014Y ft*iv D -d,w lwa Membrafte: Dura-�-Lastniembrane. 441�adherd I ith:D.,uro7L-astSB',Y�d e �ptled at,,66 �W-o 024L;LAP_S_,, t �o wltfi,�, �ntmfti I I S w _�,o 8" WIM ap olwlokdvif 4waaw "w- Dzsligg -b ft Ap _,MQ! g, p1j; 5 heatlw Ide. app lied af,60 t, L ��.s 1. w e Fiessure: �47,5 Of 'W(Af 5: [b p W0A Noa Al N NO IZV519.46,6, -P 9*rxtkw UAW =Z/17 NOWL11", Amw Awmw On d 0 membrajk*Y Sir% le P ty_� VOC - < A �41'1, beck Des -c -r! y 'T,ra,xx.5,,.fasteners A ly''" �J4. 4&kasi spee tied 0 1114 A IYOrs 4 14!o,,q,, atihe-side: laps. f1ho f two 1 4&? z -C f441 i"44h.-erod, < $y,stejn:Ty,pe L-ayer of� insulation s"Imu, 'finlikdonsapply,40A, a it"Ll 'o V canipliance-with *4� 'I'l w 11, A-, "w"A g"__ M OeA" Ab� *sift LWj(a"�qpj)� 49�Wo" 0 "1 f J! - _ i.gt*rate i g'.1 - �l 1 0 T of-this�. NJA are to ti-Awtv Al, 4.,;, s, d M -p-resgrip" ly. require are, i d1a 0 ot"If "'c: (k �#,Ppf, d- 0 approved,and'-shall notile installcd.unless, said! d el"Torida I'lu'.4 111'01g,:Oqae� menu �aw_ Ti I -r$�4ted' ti i h ro. , d ow., A&W-4-kTi" lol.k 04114A."C , e # 0 t - ,�r W_ .4- , -Ab u: Mgingj Capp ve mein branos isted.An Tablet 1�. Ifto VIA oor mpr ny 4f �q w 111-sufadons.. 0100 t L 0 N _(n�� + Insulation. Lwyer s, ion)hswor�,- �A NO DATE REMARKS MWimum Vz"I'thic ji, 12. WS, �0 uro�'Guard Igo% W -A REVISIONS mlinlimuml)� thick. Any:Folyisacyniturate., listed :Z N $bed �I, z' 3 1:4,ft3- 4- ':b i��hqgj` ajty 4 a ',abbwe�� a ft -1 a s� 0 yqr��wL e5m ched with, �.faste er and de sity dest:T1 -4 z -A), U, I w4v h s w W I Insulation I)Anels. -listed -ar�� "Mirinukru st c� "W"far Paw are 4 , Of th1q. 440)helr thesam-cfAstener density, (Seel"ooting" TA& r (2 b-'AW,414 opffisula tion� Layer p n. aining, T Ibstilation'Fasteners. A0 t4jidard IjNe",fast0mlf et. ilablc'3) I), 0 Approved XPS -a adjor-EM" :D _6 A f I ith:, hea w 0 fN,a1.;La,.s,ar.e,�&ea.e,d:wi p It 213 Max, imilm Design ELEVEn jp y a er vo. p g lugulatiqjf lqyyqr5 `h 11..ait ched.4ith,,V 'If _� a 4� xg �,qe� QOA �o i i�t do 4-7) Note. gg 'reliminary -as'tenift �as% 9 G 'Speoft a, 0 luembrane ApPlicition,$tandar(I RAS 117 for '-f1s:tCR1ng*(AjI9,: 01 V _(0piibff,41jA 0-W 4N-4 Or WW J -p 4ppX Firie, B Q'Ing; ,Drpor"ation_.FRr40'*, FR -6,0"., W'� DJens, bcck, W,� J AA 19; R,,.9 'fil C I G o, J-q� nt R or wo, tw Ut"dw,, kAt _,.1y X w AJ,,.n barriier. board. may: be.U.Sed"werthe, frisuUtwd.,( men ranes, a ., e: iec, I au -0 MemkjA 0 sf,,fhst�ners, arid Ouro-Last Poly- 'RE p. d ks 4. every _6,G'1wfthDtfro-La p late'&'; 1 Z' TELEVEN STO Pa 1�0- 'a' I d ith 0 i�paxii wth'toog p re,seae -wt miAlmum, I boatiw, d, #1030508 'WMr, U( with d 0 ory Zall wi. &O-4LW Pot 'P--, 4 18", �6 4955 CR. 46A CY, L *,gq_di-h(oJhe.de&.' -�ps,,,awc,wabed SANFORD, FL 32746 witha,,mimMum 1.5"wt e eatw"Jd MAX,. I U111 i :97' r4 _Or L Q, 45,P-stiCS q 000 4 PROJECT NO: 2013,0266 DATE: APRIL 28, 2014 N_'0AXo 11-052%.06 Fx0irath)nDahe,, 08J,22/17, 0 _21/11 2 _p Approvg1_1),afe.,-,., 00/07113, 11) to-, '03107/13". IL N Avail& A Oft A prova a i WIL 0 W IL ffx IL R 9 15 Xe, Is 0 f ,Z&`, 1 *4 %./ /A 0 NOTICE OF ACCEPTANCE 0 CHECKED: RW DRAWN: WT - — - — . -- � . -- --- — I � I I . I � . . I I � I I . - mom - . i -- I � - . I 1 -4 1 z�, WrERPLAK, . . �� � - 1 -4 � � -- "' - I . I ---- - I — a , - - - 1 -57--- � � � �, ,—�.�, - �-?.:: — -,- '-� �, - ", — I . I ,- 1, I I . I � . - — --z' - - - - I I I I � I I:— -- � � . — " �.. t I Ir , :, I ,--- -- — I I .1 . � . - I ARCHITECTURE �-,j -:,,,;,�, - -, � . � �-.- ", _ - - - -, ,--- `--,----- , " -- I . � - �---- ---,�-`, -; -- N - -- ENGINEERING ----�-- ,,-- I 1, - 1, N, ,-", �-,--,- � , v, I � - - ,; I I � I . � I � - �- - - � .;;�;�",�7-:--:-�,-����:!,f-�--�- ---- i- J -:1-t- -� I �, I - zt- � . 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EF - 0 @1 ' EQUIPMENT FLOOR PLAN I lPffERPLy-9 GENERAL NOTES; 1. REFER TO CONSTRUCTIONS STANDARDS DOCUMENTS — COUNTER MODULES FOR := ARCHITECTURE 7—ELEVEN STORES (REVISED JUNE 1, 1989) FOR ;DETAILS ON DIMENSIONS AND ENGINEERING CONSTRUCTION OF COUNTERS. INTERIOR DESIGN 2. VERIFY PER LOCAL DIVISION REQUIREMENTS PROJECT MANAGEMENT ALL EQUIPMENT TYPES, MANUFACTURER MODELS, SIZES,CURRENT' REQUIREMENTS AND THEIR LOCATION. CONTACT CONSTRUCTION MANAGER FOR SPECIFIC AA 003420 VENDOR/ITEM INFORMATION. CA 8660 3. APPROXIMATE LOCATION OF MONITOR AND CAMERA ARE INDICATED ON FLOOR PLAN, FIELD VERIFY EXACT LOCATION. 604 COURTLAND STREET SUITE 100 I� ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: -4 '•, v 710 { CONSULTANT: I { e ti w NO DATE REMARKS w REVISIONS _ 0 0 c 7 -LV c #1030508 c w _ ° 4955 CR. 46A c SANFORD, FL 32746 O U w C V) PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 z g c �!! EF - 0 @1 ' EQUIPMENT FLOOR PLAN EF -1 SCHEDULE ITEM ORACLE QTY MFR MODEL DESCRIPTION SHEEP EF -1 SCHEDULE ITEM ORACLE QTY MFR I MODEL DESCRIPTION SHEET y (nsi e ice - i e es a ystem) Er Co rp Intermetro Industries 533 03265638 1 Cor P 711 DW 184 48'' Shelf System - (Above Office Desk) EF1 Intermetro Industries 534711 WS23S 24"X36" Single Wall Shelf System (General Use) EF1 03265639 2 Cnr p i IffERPLAN. i `ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 I. 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629.9124 SEAL: 4 I cj) ; ■ CONSULTANT: i.. 1 03304401 1 Turnkey Resources 0 7-11 W indmaster Sign Consists Of (1) 4205bkfp / 4200rbgg And (2) 2844in EF1 ° 538 03265643 Intermetro Industries 1 711WS25D 24"X60" Double Wall Shelf System (General Use) EF1 handle f 466 CL 2 ' Apw/WyottCor P 21858500 . , Cor P EF1 v p ' 467 03180541 2 03304400 1 Turnkey Resources 0 7-11 Pale Sign Consisting Of (1)X-46180 And (2) 4155in) EF1 r r 551 03265670 Intermetro Industries 1 HT36 36" Hanger Tube With Brackets For Trash Bag Rolls Dispensing - Xerator Hand DryerRecess Kit 40502 EF1 3 03137035 1 Display Partners 0 Rolling Banner Board SystemEF1 Foundations Baby Changing Table -Horizontal Model Number 100 -Eh - Corp 711 Option 2 EF1 i EF - 7 03160286. 1 Officemax Incorporated J40M06476 Both store kits -dry erase board 3'x2' EF1 r 598 03120401 Suno tics Prismatic P 4 914040N2SS Skylight -Dg Sig 4040 Clear OverHigh White Class 31ma -Class 3 Rated EF1 A78 03136253 % , _ Turnke Resources 0 T&S P Model Ec-3103 -Electronic Faucet- Deck Mount 4" CentersetS out ._ t:r.. e =_s�- Skylights Forl 3/4" Hail, Recommended ForTxAnd Other Midwest Regions ; With VrAe h rator,Ac/Dc Control Module Mixing Tee. 9 8 0315928$ 1 Display Source 0 Candy Counter Rack (Replaces 00010024 -Renfro) EF1 r r EF1 . _ MA �_� Y_ U 03304839 1 .. „ Turnkey Resources 2013 Coffee Coffee Header Sign Kit, Includes AssembIY And Ceiling Hanging 9500 Alliance Llc 1- s_v _ .. o 8-0133-ADF12- T&S Brass Faucet -Easy Install Pre -Rinse Unit, Spring Action, Wall EF1 _> r� 505 1 Adco 0.:� Nabisco Big Bag S e If Or amzerTraY(Sold By Case Only - 10 Trays 600 03136250 1 Turnkey Resources BC Mount Base, 8" Centers Add -On Faucet With 12" Nozzle (Order With 3 EF1 z 9 00010750 1 .Industries/American 09966 Sample Drink Cup DispenserW/Magnetic5tand, Ivory For NewStores EF1 0 Dole.,FruitCu Merchandising Tray P 9 Y EF1 Com P Sink) (Lead Free) Su PPIierPrt# B-0133-Adfl2-Bc Distributing Company Com an Adco. 529 r r 602 03136254 1 Turnkey Resources B-1146 T&S Brass Faucet - Gooseneck Nozzle, Splash Mounted (Order With EF1 s 6 Count Red Shopping Baskets With Stand 17 Long X12 Wide X8.5 High Cad d r 530; Hand Sink) (Lead Free)SupplierPrt# B-1146 1 Intermetro Industries 10 00005210 1 Plasticade 0 (American Store Fixtures) - (Includes Two 7 -Eleven Stickers For Each EF1 r 627 03124320 1 Bruegmann Usa Inc p 0 Roller Glide Kit For 12 (30") Door Vault. 81 Glides (28.5" W X26.0" D) EF1 532 03265637 1 Intermetro Industries 711 DW 185 60" Shelf S stemI 'd Off S'd D k W II S Basket) r . Size: (2) 24" X48" Tiles Brick Red Tile Ada Detectable /Tactile Warning 11 00804910 1 Merchandising NAC3T 3 Shelf Nacho Counter Rack 642 03120252 1 Turnkey Resources ADA -C-2448 Surface Tile 24" X48" Cast In Place Inline Dome Tactile Tile With EF1 Systems Inc EF1 Adhesive And Anchors Adco r 675 r 03126105 Bunn O Matic 1 ' 7187.0001 Faucet Cover For Coffee Server - CoverW/Decal, Faucet-Blk Supplier 21 00009919 6 Industries/American 09919 Stackable Conference Stool For Backroom (Adco) EF1Corporation Prt # 07187.0001 EF1 Distributing Company r r Automated Logic - ° 23 00044539 1 Pentair Filtration 9347-10 High Flow Plus (Pn 9347-10) Filtration System W/ Filters And Surge Tank, 713 03185046 1 United Environmental 0 Ems System, New Carrier, Beacon Ii EF1 Solutions Llc W/O Lpa EF1 Svcs 25 00024630 1 Lancer Corporation 85-1803-020401A 10 Box, 10 Pump 2 Wide Bib Rack EF1 r r 746 03144200 1 Tyco Integrated Security Llc 711-NGKIT Non Gas No Cable Packa Analytic Tyco Y 9e EF1 3 Comp Sink (Standard)18" Lft& Rt Hand Drainboards,19" Front To Back r 801 r 03165980 1 Southern Store Fixtures MDI-04MS-6-1 FR -Custom 48" Wide Multi Deck Endcap, Self Contained Refrigeration, 29 03145472 1 Select Stainless 3131219-2D1$ X12"W X12"D,16/300 S/S Bowls, 9"H Backsplashl-1/2"Raised Rolled r F Inc SCL Electrical On The Top EF1 Edge,Galvanized Tubular Legs With Adjustable Plastic Feet Nsf, Csa EF1 804 03265625 Intermetro Industries 1 711V7244 VaultShelving UnitFor24"X48" Unit ForVaults ThatCan Accommodate (Rp 3136011.)-Prt# Mdl # 361219-2418 Corp Only 7 Units EF1 37 03145473 1 Select Stainless PL -SHS -1 Custom Hand Sink (Production Line) Wall Mount 10" Front To BackX EF1 ° ° 839 03265622 Intermetro Industries 4 ° 7114244 Vault24"X48" Shelving Unit4Tier-Metroseal EF1 14"W X6"D, Csa (Rpl 37994) -Supplier Prt # Model # PI-Shs-1 r r Corp Lsi Industries Dba Lsi 840 03184638 1 Lancer Corporation 351TF7C4G4 3 X5, Top Mount, 7 Pump Rack EF1 40 03186129 10 Gsp/Lsi Lsp 0 7.25" X84" Stripe With No Logo EF1 r 856 r 03265694 Intermetro Industries 1 24"X24" Cleaning Supply Storage 5Tiered 24 X24 X74 Shelving Unit- 41 03186130 2 Lsi Industries Dba Lsi 0 Corp 7110522 Finish/Metroseal Iii - Supplier Prt #711cs22 EF1 Gsp/Lsi Lsp 7.25" X60" Stripe With Logo EF1 ' ' Adco ° 44 03304868 1 Turnkey Resources MD# TLO-STNH Item # 44 Lid, StrawAnd Napkin Dispenser Md# Tlo-Stnh EF1 859 00223900 4 Industries/American 09980 Check Temp: St -2 Temperature Checking Device (Solar -Powered EF1 47 03266434 1 Home Depot Usa Inc 0 6" Front Stick Vinyl Decal -Single Item Per Order EF1 Distributing Company Thermometer) -Replaced Item 223891 Ettinger-Rosini & 868 03155662 1 Chart Inc. CO2 Tank Storage Cabinet, 32.6" W x 32.6" D x 76.5" H EF1 65 00052320 2 Assoc Inc NE -17571 Panasonic Ne -17571 1700 Watt Microwave EF1 885 03159306 Disply Source 3 MD 107881036 3' Front Counter Candy Shelves Kit EF1 Pastry Countertop Rack, 2 -Tier Clear Acrylic, Extruction On The Botton Alliance 66 03165211 1 Kren Plastics KR5568 ForThe Pop, Tong And Bag Holders, Over: 13"W X15.75"D X16"H EF1 (Replaces Item # 03136228) 67 00804918 1 Merchandising Systems Inc 3TFW-3B 3 -Tier Counter Fixture, Almond, W/Baskets (3), 18"X14"X12" 1/Ctn EF1 68 03165213 1 Kren Plastics KR6043 Heinz Condiment Rack - Prt # Kr6043 EF1 73 03180540 2 A pw/Wyott Corp 21831975 Hrs-75w-5t, Roller Grill, 208/240v W/Truturn Coat7/11 Replaces Item # EF1 00010770 74 00044720 1 Star Manufacturing Int'L HPD2-120V Chili Cheese Dispenser-8mhpde2-120v Peristaltic Dispenser, Accy Kit Inc 8mhpd2-71 1 -P-K EF1 78 00000104 1 Wisco Industries Inc 690-16 Model 690-16 Food Warmer EF1 79 03114215 1 Tidel Engineering Lp 0 Scd/Tube Vend, 2 Single Feed Cash Code Validators EF1 82 03120248 1 Turnkey Resources ENC -9500-40 Turbochef Encore Oven, Preloaded Menu, 2 Solid Baskets, 2 Mesh EF1 Screens, 1 Baking Stone, 1 Baking Rack, And 2 Bottles Of Cleaner 83 03267607 1 Turbo Air Inc MUF-28-711S- Freeze r Co u nte r, Work Top, One Section, 27" Wide, 7.0 Cubic Feet, Ada ADA Model, Sneezeguard, 1 YrWarranty EF1 MUR-28-711 S- Refrigerated Counter, Work Top, Left Hinge, One Section, 27" Wide, 7.0 84 03267606 1 Turbo Air Inc ADA Cubic Feet, Ada Model, Sneezeguard -All Stainless Exterior, 1 Yr EF1 Warranty 85 06170206 1 Sanden Vendo HFD000006 Hfd Case, Tempered Glass, 16 Serving Pans, 4 Anodized Dimple Pizza America Inc Pans, 115/1/60 Elec Required. Replaces # 06170165 EF1 86 03136113 1 Kan Pak Llc CDG -2111C Two Head Refrigerated Dispenser With Ice Coffee Graphics -Includes EF1 Standard 1 Year Parts And Labor Warranty For Iced Coffee Dispenser 89 03136112 1 Kan Pak Llc CDG -211 Two Head Refrigerated DispenserWith Bulk Cream Graphics - Includes EF1 Standard 1 Year Parts And LaborWarranty For Bulk Cream Dispenser 90 03126150 1 Bunn O Matic 38100.0351 New Cappuccino Machine, Imix5s Plus EF1 Corporation Malta 185 Ice Cream Novelty Case, Center Island (Self Contained) 33 102 03154893 1 Aht Cooling Systems 0 Baskets Included S110v/60hz6 Ft. FreezerW/Curved Sliding Glass Lids, Usa Inc Led Lights, Mechanical Controller, White Exterior W/Gray Bumpers, & EF1 Feet W/Auto Derost. No Extended W 113 03184646 1 Lancer Cor oration p 85-14816-00- FS30/16 soda dispenser, ADA button set-up, LED w/splash guards, no 711 LA flavor shots, 30"Wx27"D bin adapter, warranty included EFl 120 03267605 1 Turbo Air Inc M31`47-2 Reach -In Freezer,Two-Section,54" Wide, 47 Cubic Feet- All Stainless EF1 Exterior- 18 Months Warranty 122 03262170 2 Fbd Partnership Lp 12-2474-0007 3 Brl Install Kit- Bulk System EF1 186 0031.2809 1 Bunn O Matic 37900.0004 Jdf2s Iced Coffee Dispenser, 2 Head Includes Pop & Refillable Caddies Corporation - (Only For Use In Pennjersey And North Atlantic Stores) EF1 195 03304869 1 Turnkey Resources MD# TLO-STNH- Item # 95 Lid, Straw And Napkin Dispenser Md# Tlo-Stnh EF1 196 03304867 1 Turnkey Resources MD# TLO-DL- Item # 96 Dome,StrawAnd Napkin Dispenser Md# Tlo-Dl-Stnh EF1 STNH 216 03117805 1 Imageworks Display & 711-19 9 Ft Low Profile Free Standing EF1 Marketing Group Inc 220 03304849 7Turnkey Resources 0 Bathroom Door Coat Hook By Asi 11 Gauge 304 S/S With Satin Finish EF1 Md#8425 295 03262198 2 Fbd Partnership Lp 12-3003 0003 Refrigeration Lines Kit (Tpc-4 Condenser To Slurpee), Remote Install, EF1 50" Metal Flex 306 03309652 2 Fbd Partnership Lp 0 3 Brl Fbd 563, Remote Unit, Light Door Box, And 1 Year Warranty EF1 i 340 03144871 1 SchottGemtron Corp 0 Shelving Kit For 12 (30") Door Vault. 81 Shelves (30" W X27" D) EF1 343 03144874 2 Schott Gemtron Corp 0 Shelving Kit For 1 (30") Door Vauit.7 Shelves (30" WX27" D) EF1 F 345 03144876 1 SchottGemtron Corp 0 Shelving Kit For 30" Ice Merchandiser Door 1 (30") Doo r2 Heavy Duty EF1 t Shelves 350Ib Rated (30" W X27" D) 360 03267621 1 Turbo Air Inc MST -28-711 S- Refrigerated Condiment Station, One Section, 27" Wide, 7.3 Cubic Feet, ADA Sneezeguard, Ada Model -1 YrWarranty EF1 400 03126163 1 Bunn O Matic 34600.0039 Two Batch Thermal Fresh Brewer System, Dual Tf Dbc (Short), Stainless _ Corporation Steel EF1 401 03126090 9 Bunn O Matic 42700.0002 TfServer New Style, 1 Gallon, Digital Sight Gauge, Countdown Timer EF1 Corporation _ y (nsi e ice - i e es a ystem) Er Co rp Intermetro Industries 533 03265638 1 Cor P 711 DW 184 48'' Shelf System - (Above Office Desk) EF1 Intermetro Industries 534711 WS23S 24"X36" Single Wall Shelf System (General Use) EF1 03265639 2 Cnr p i IffERPLAN. i `ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 I. 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629.9124 SEAL: 4 I cj) ; ■ CONSULTANT: i.. 405 03150269 1 Turnkey Resources -NZ Cooler Cady - Vault Dolly Handle -(Handle Only) EF1 _ } = -03180542 handle f 466 CL 2 ' Apw/WyottCor P 21858500 . , Bwd-75n, Bun Warmer, Dry, 208v 200w Replaces Item # 00010 rY P 771 EF1 v p ' 467 03180541 2 Apw/WyottCorp 21794095 Kit, Divider Hrs-75 Wide Flat Replaces Item # 00010772 EF1 ( 475 03304402 _2 " Turnkey' Resources 40502 Xerator Hand DryerRecess Kit 40502 EF1 - 476 031,50276 2 Turnkey Resources 100 -EH -BP Foundations Baby Changing Table -Horizontal Model Number 100 -Eh - a , i EF - c B EF1 r f .. ., 477 ' 03136252 2 Tu Turnkey Resources r y , e urces 0 -_ XleratorHand D " erWhite,ZmcDie Cast Cover ModelXl-W - A78 03136253 % , _ Turnke Resources 0 T&S P Model Ec-3103 -Electronic Faucet- Deck Mount 4" CentersetS out ._ t:r.. e =_s�- _ ..2 Y ; With VrAe h rator,Ac/Dc Control Module Mixing Tee. 9 EF1 _ _,_ -- .a 4 ..031.60398 SemaS s Vault nage 30 Y 9 9 EF1 . _ MA �_� Y_ U 03304839 1 .. „ Turnkey Resources 2013 Coffee Coffee Header Sign Kit, Includes AssembIY And Ceiling Hanging 9500 1- s_v _ .. o Header Kit Hardware EF1 _> r� 505 1 Kraft Foods Group Inc 0.:� Nabisco Big Bag S e If Or amzerTraY(Sold By Case Only - 10 Trays z Per Case) Case Will Not BeBroken _ 5 06 03308705 1. Resco ; 0 Dole.,FruitCu Merchandising Tray P 9 Y EF1 _ 529 03 50 1. 268 ] Turnkey Resources- NZ Cooler Cady S mall -Vault Dolly II Kit Pk Of No Handle -Su Y ( 9 ) ( Icer Prt # Nz Cooler ) PP s Cad d EF1 530; 03265635 1 Intermetro Industries 711 S186K3 72" Sink Wall System - Metroseal EF1 Corp 532 03265637 1 Intermetro Industries 711 DW 185 60" Shelf S stemI 'd Off S'd D k W II S y (nsi e ice - i e es a ystem) Er Co rp Intermetro Industries 533 03265638 1 Cor P 711 DW 184 48'' Shelf System - (Above Office Desk) EF1 Intermetro Industries 534711 WS23S 24"X36" Single Wall Shelf System (General Use) EF1 03265639 2 Cnr p i IffERPLAN. i `ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 I. 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629.9124 SEAL: 4 I cj) ; ■ CONSULTANT: i.. 0 a 0 w z U z O v 0 a 1 I CL Q w NO DATE REMARKS REVISIONS W x v 0 ;.t j W I r o O m , , a c 0 0 a 0 w z U z O v 0 a 1 I CL Q w NO DATE REMARKS REVISIONS W x v 0 ;.t 7-ELEVE-111 STORE W O a c cb CL SANFgRD FL 32746 0 O c _ .. w- w c E Li i DATE: APRIL 28, 2014 j g' j - c z , i EF - c 0 O EQUIP MENT. SCHEDULE , i - o CHECKED: RW DRAWN: WT Z w j U O o w z ;.t 7-ELEVE-111 STORE cb 4955 CR, SANFgRD FL 32746 O c _ .. w- w c PROJECT ECT NO2013.0266 , i DATE: APRIL 28, 2014 j g' j - c z , i EF - 0 EQUIP MENT. SCHEDULE 0 CHECKED: RW DRAWN: WT EF -3 SCHEDULE ITEM I ORACLE I QTY MFR MODEL DESCRIPTION SHEET EF -3 SCHEDULE ITEM ORACLE QTY MFR MODEL DESCRIPTION SHEET GENERAL NOTES: ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407,645.5008 FX 407.629.9124 SEAL: G9 03134129 1 Royston 60019960-012 Cup, Drain Pan, Top-Flat Ss 24x33 NoHole, 3.5"R ear Overhang WiR ear T op Filler, EF3 LieCasters;Cream Slur24x42d-Ada CONSULTANT: Counter: B ev, 34h: S I�.arpee, C:ab-36x35 D oor, Full D rip Tray, Extended CIDP Cover, 5 Cup, 701 01:3134130 1 RoLie 6001996.3-012 Top -Flat Ss 36x33 No Hole:3.5"Rear 0verhang'�1rRearTopFillers, C'asters;Cream Slur EF3 I36x42d-Ada Bbe:3-5cdi-Fs16(Fsdm3)Ada, Counter, Beverage Bar,5-Cup Dispenser, ] r LieRoyston ti �� r fi 71 031..�41.�4 1 23016217-012-012 .�G V�}x42 Dx34 H:Fs-1GCaskers:LexanExtendedCovar:2Doors:2.�half:S.�Trp,Dri- EF3 Lac Craam Bbe3-5cdi-Bs1G-Ada R o y sten Counter: 34h: 42d: Condi Cab -36x29 Doors, 1 Adj Shelf: Cond Tray, Lexan Cover, T op -Flak 72 03134110 2 Lie- 2301rJ2269 012 Ss 36x3132Holes, 12.5"Rear Overhang, Leg.s;Cream Bbe3-Api-Ada EF3 Ro��ston 60020003-0112 Misc:Desk,38h,Cab-34w��X23.5d: Computer Shelf 34w,IX15d:Pull-O Lit Keyboard Tray 116 00100169666. 1 - EF3 Lie 24wX26d,Top-Flat Powder Coated Meta134x26,No Hole;Cream 117 00109065 1 60019653-012 Royston Misr::Desk,31h,Cab-48w��X2.3.5d,2Draw�ers,Top-Flat Pow�der CoatedMetal48x26:No EF3 Lie Holes; Cream r , Royston 0 r� . I MIse,Desk,32h,Cab-GOwl�X23.5d:(1) Drawer 2:i�r�03d,Top-Flat Pow�der Coated Metal B — — 118 03130222 1 Lie _0.1-G54 312 60x20, to o H ole. Cream EF3 R oy s ton o00 _ f 12:3 013300045 1 1002.3125-012 Shelving, Flush Power Bar Shelf, 313-vX5d;Cream EF3 128 128 12 Lie (� Royston r k n r �� 120 Ij11010002 16 10003115 SheIving:T-U nit,54h:3Gw�X34d,Wire Grid, 16 Base aheIf:2 Uprig hts;Cream EF3 Lie I Royston Shelving,L-Unit,End Cap,54h:3Gw,rX18d:Solid Panel, 16"Base SheIf, 2"Uprig hts; 127 0001000:3 4 Lie 10006424 Cream EF3 . , , r. p ti ' k High Wall, 11 72h 36th X 18d - 71 72 70 69 72 85 Rodston Shelrin L Uni,H g :Solid Panel, Shelf,2"Uprights; 16 128 00010010 3 10006485 �` EF3 j LI� Cream 1 j Royston Shelving,T-Unik,End Screen,54h,36w�X2d,Solid Panel,No Base Sheif,2"Uprights; 1 I 134 00010008 5 Lie 10006414 Cream EF3 1 Ro Ston Shelving,SlankBack,Feakura Item Display (Fidj,54h;18w�X17d,(4j Shelvas,Caskers; ----- 148 03300091 2 y 1 00241 69-01 2 EF3: ■ , Lie Cream 1 1 ; 1 1 L------ ---J Royskor� _ ,� . 9 015 Kick lata 29 Side 29x5.75 Bev Air CondlmenkCounter, Brow�n EF3' ® 154 03400311 2 2302031 p 1541 Lie Royston -Air Condiment Counter Kick Plata - o 155 03400032 -1 23017574 015 27 Frank 0 av EF3 16 154 . � = Lie m . . _ _.- Royston L_ - _49 0 -... .. _�. -_ -, _ Ick Flake For 12 V�llda Counter (Actual 23")EF3 C �-� 1.�9 03134205 4 23015718 015 ' 29 S Ida K f -a - __ LIc. ._ - - - - skon .- 2 �.._, F �1 _ 24 FronkKlckPlata EF3 161 031341 137 3' 23015.14 07 5 _ Lc ! I I 51 r_ _ _ ®= � _ � zn _ _- _. _ . , 5355...015. ._,. 36 Fronk Kick P a 3 .,:.., ,.r_._ 162 .031.04169__ 2 2001 ___z. , , = -46- .-. _ „Lie ' _ c _ : 17 .. . 3.. :. �-- ..._ate _.�..,„.. .e..-.. ,.. .. -.-.: ..._� \. ...._,. :._ -'.. .,. _. .. .rte , _ _ ;_ Ro skon, 1 57 _._ _ �._ ._ -. F or7kKlckPlake_ __- _ _ ; ' 48 r EF3 _ � _ � 0313417.1 1 23015350 01.5 z � � _ _ . z� <.,. _ 164_ _. _ _ .- .:, L r -- _ r .. _ : _�.. - R a skon. _ y _. __ __ � :. Actual Width 9.268 t ,_ _.:, � . ,_ Counkar r .� _ _ aaFo 23LX2 R _ _ :�. o kKic PI k r EF3 �. ___ �_ - 0 6 07 01.5. 4 5 Deg rae's11a edg"-- Fr n k __ .� 34185 .1 23 1 0 � F 1 {- Lie Royston a .:ualV�fldkh17.75 X3.27. 1GG :0.134189 1 23016011-015 45Degree WedgeFrotikKlckPlakeFor23 LX29 R Counter k ) EF3 - LIe Royston Z o 1 1 vao 0 0 39 1 4� w _ � O 177 , 03134170 2 23015560 015 42 FronkfClck Plata (For Roller Grlll Counksr� EF3 - Lie, 134 17 r ;- O FF0 o r I ,19 . �u. R o s to t1 y r F ��Si Counter ick Plate Actual Width .30 a_. 178 031341 BG 2 2, 016069-015 35 Ida Roller Grill �oun.�r K ( ) EF3 �w Lir 1 1 w NO DATE REMARKS Royston. p 4 178 39 i 1 i w T 179 031347 134 3 23015641 015 12 Fronk Klek 1"lake EF3 12 1�` 1 1 REVISIONS Lie r Roy Ston Counter, Sink,34h,Cab-24x29 Door:Top-Flat Ss 24x30:Sink-15x15:12x16x12S plash 1 L__ -vee x.. 198 0.3115972 1 y 60057466-012 EF3 Lie Guard: Legs; Cream Sk2-:30d-Ada } r 12 126 126 126 126 126 i o r Royston Misc,Slakw�all,4x10She'et;Monticello Maple (For UseWith B Cigarette Backbar) 228 0.0400755 3 10029680 EF3 Lie R eplaces#03400754 _ 1 o Royston _ Counter: Cig, Locking Lam Carbon 1 1 134 C134 1 11 2.32 03130154 .3 y 23012582-01.2 g EF3 '`- --J 179 � o Lie Legs; Cream 3'H F- I I I I 159 17 w ELFWallEn _�helving,Pmu,50h:3' Phone Merchandiser Unit, Includes (1) Base '���ti�eldment,(1) ■ ii I I I I 159 t 3 z Ro1r, : F 248 0.3400365 2 Llcot' 1 0026631-01 2 Header:(4)VerkicaIGraphie Dividers,(8)PJcketBroch�_areHolderBas:e:(2)MapWire EF3 �- I I I I 4 r � � Retainer: (1) Gx3G Power Ba[,(90) Hooks:;Crearn I I I I 161 `�`9' c 0 — 161 1 116 Royston Shelving: Pm u,19h,Phone Card Merchandiser,Rokaking Countertop Unit,3-SidedWith 35 44 � 28 R 350 03400122 1 y~'- 100269:36-012 EF3 Lig: (15) Hooks; Cream i2 126 126 126 126 126 126 50 3 Royston Segment, 351 03400716 1 10024560-012 Shelving, Meat Snack,3313114d;Cream EF3 0 Lle` L � Royston B rl - counter, :34H, 42D, storage, cab -12x29 door, adi shelf: top -flak SS 12x42 no holes, 12.5” 134 �4 ® 134 15917917 w 483 03500080 1 600.9431 _12 EF3 Lie rear overhang, legs; Cream FF1-42D-ADA 159 1 2 3 118 Fi old s kCi rl ® z c 516 0:3400275 1 10027149-073 Display, Merchandiser,Bro4wnHarnmertone Replace #03400166 EF3 148 16 � w 7 -ELEVEN Lie 148 87 1 MIse, Display, Condiment Organizer, 28hX45w��,Wire Grid Cage, Imagine Graphic: Card, Al 164 1 c� 518 303400473 1 F! oyston 10028212-00902 Co�.lnterko W16.cry licBins,Sy ru Tray, Lig p y y p � 0rganizFr;Bro�r�r�Harnmerkor-�e Replace# EF3 1 4 C. 5 5 1 Llr. 0340016 _ o — — — _ --� 445 CR. 46A 1,25 0.040040Royston 8 1 LI,� D Island: Coffee Bar, EF3 A ( c SANF®RD, FL 3274 Rol ton _ C.ounter,Coffee,34h,Wall: BrewsStation,42d,2'Sink,2'PowL1'Drvr,Top-F[atS•s I Qj O < 723 0340046,2 1 Rni-1206F_ _� 24x42 �� LIc 48x42:..3Holes,12.5"Rear0verhang, Legs_:,f?':.ickplates:;CreaIn CbGb-42-'=.'krPowiDw�r-Ada EF3 805 00010013 1 R o1'1sk��ri 1000:31147 S helving: Shelf: 36w "N l td, Flat Metal G um /M int; Cream EF3 LIc: � I Ro11stori Counter,Sales,34h,Storage,Cab-24x23 No Door,2AdiShelves:;Top-Flat Lam Carbon 842 0.31:34256 1 � 2.31312865-3012 EF3 LIc: Ev24x24No Hole, Legs. -Cream •:,m2 -24d -Ade 843 013134150 1 Royston EF3 2301 2047 011 2 Counter, Sales, 34h,Pos,Cab-24x2:3 No Door, 2�.diShelves, PosShelf, Top -Flat Lan� 1 , � 1,2 2 Lie �•�Carbon Ev24x301hole, Slat,r,)all,Legs, CrearnSm2-7(SglPos)-Ada CABINET & COUNTER PLAN 1,4"-1'-a° PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 z EF -0 C w z O CABINET & COUNTER FLOOR PLAN AND SCHEDULE D', CHECKED: RW DRAWN: WT r Ston Ra, Counter Sales, 34h T rash, Straight Fronk, Cab -12x2:3 Door, Fla ,'�1�laske Container, T r p- Royston Counter, Sales, 34h, S torage: Cab -24x2:3 No Door, 2 Adj Shelves, Top -Flak Lam Carbon 1. REFER TO CONSTRUCTIONS STANDARDS DOCUMENTS - COUNTER MODULES FOR 16 031.34149 2 �; Lie 23012844-0122844012 Flat Lam Carbon Hole, Sm1w-24-Ada EF3 844 0.3134151 1 if.23G12r�60 0112 Ev24x30No Hole, Slatwall,Legs;Cre.am Srn2-8-2sgl-S kg -Ada EF3 7 -ELEVEN STORES (REVISED JUNE 1, 1989) FOR DETAILS ON DIMENSIONS AND _ CONSTRUCTION'OF COUNTERS. 1 r 0::1134144 2 Royston - 2301270? -012 Coi_nter:Sale s:34h,Trash,SkraightFront,Cab-12x29Doors,Double Sided, Flaps:'v/aske EF3 Royston s e e. : Lotto, Cab -2423 N o D o 2AdiShelves To op -Flat Lam C:arbonEv Counter, 34h:L_kk�, N _ o r: I F LIc: _ _ - r. Cf --i Mainers,Tap-Flat Lam Carbon Holr:Legs;Crearn .Dml,,,�db-Ada B45 113115926 1 Lie 00056481-012 -: 24x.3018314"X10.314"Cut0Lit, Cream Slatw�all:Legs,Cream Sm2-Lkte-Ada EF3 2. VERIFY PER LOCAL DIVISION REQUIREMENTS ALL EQUIPMENT TYPES, MANUFACTURER MODELS, SIZES, CURRENT REQUIREMENTS 2e. 00018 376 1 Roils:tori G r �� Fos Cigarette Urider Counter Roil 0Lit, (24 )(Royston) EF3 �, , 03116142 1 Royston IJ �' , r f ne Cabinak Pasta Dis �la�� 5 Paskr� Shel res .�oanter,Pa_.ry Ca eA,62h:42rm24d,Ba-, : y F y,() � : EF3 AND THEIR LOCATION. CONTACT CONSTRUCTION MANAGER FOR SPECIFIC VENDOR/ITEM INFORMATION. Lie 847 Lie Front Bag Holder, FrrnkBaxHolder,Cream . __ _ Royston . , Coy_anter:34h:30d:Storage, Cab -36x29 AdiShelf:Top-Flat Ss 36x30 No Hole, Royston 3. APPROXIMATE LOCATION OF MONITOR AND CAMERA ARE INDICATED ON FLOOR 33 ;F. I i:�1:J4101 1 Lie 2313 2.0u322.�b 012 Legs; Cream FE3-30d-Ada EF3 r U48 0001.0004 1 1001071 G1 r .� helvingr .� half: 36av X 14d, Flak fel atal; Cream EF3 PLAN, .FIELD. VERIFY EXACT LOCATION. Lie ieS o -.tri R_,��._r� Counter, .34h 40d Roller Grill Cab-42x35,op-Flat Ss 42x40, Cart,SandenGlass K.it,S lit : : : p , . F�ny,kon -Flat Counter, ry -s - o -t Cab -24x29 r o I- � %A/a>ste Container Top-FlakS:s 34h,4�d:Tra_h:FI�kF'r-��.: Door, : op . .39 0:116172 2 F�1rjG5j82 F Flap Curtain, Lags; Cream Ffrg4�-40d-Ada EF3 r� 8_�1 01.3500049 :3 Lie �-.F. 23002265 x112EF3 _ab-�4x2�C 24x:36, N o H ole,12.5 R ear 0 verharig, Legis; Cream B krne2-Ada 4F; 3 031.4102 2 Royston _ Cout-iter, 34h, 30d, T rash, S traighk Front, Cab -12x29 D oor, F]ap,Wa:ste C:orikainer, T op -Flat EF3 Royston S p I e, - e r" r ?F - - 8 2) S ves � ix ed Vertical Ni ekal .�h_.I�rinr�:rJ �r��spdp�r Ra�E,: ��1�,F���ck 1 _..18:�2� �hal,r�s,[2j Fix LIQ t.�UG22.j7-012 S., 12x30 No Hole, Lags; Cream Fftrnl-3Gd-�.da 852 0.3400085 ? Lie 60001096-012 Di-riders,Casters;Cream EF3 r 4.� 3 0.�1.�4125 1 R oy5::ton 3004969-1r: 2J2 Counter,34h,30130d,'%,%/edge,45Degree:Cab-23lx23r,Top-FlatS.s:301x:30rNIDHole,6.5 ,� EF3 r 854 0.,400294 1 Royston 10006466 Shelving,36"X8"D Metal Shelf, 3Adlustable Positions EF3 Lh= 3 Rear O'�rerhang:.�lakw�lall: Leg:x;C"ream Ffw�g-.�01r`30r-Ada klr: o :s to Ray Counter, 34h 3G130d Wed e 45 Degree, op -Flat 3GIx30rNo Hole, 6.5 g : g P Royston t �� �' fi 1F�1 a:_:e Cabinet Fas:tri Dis la 5 Pastry Shelve Coun.er,Pa•str, �aseB:62h:3_.gx21d.6 � p y.[ j � 51 03400051 1 LI� .- 23019604-012 Rear 0verhang,Slatw�all:Legs,Cream Fflevg-31300r-Ada EF3 857 013116143 1 LIc. 0 Fronk B ag H older: Fronk 6 ox H older; Cream EF3 _ _ Royston Co�_nter,34h,30d,Oven,Cab-36x29 No Door:'v Anserts:,F'�_,ll Out Ss Shelf,Top-Flat Ss Royston Counter, Sales, 34h:StoragerPos 4': Cab -24x2.3 No Door,2Adi Shelves/2423 No Door,2 57 0.3400049 1 Lie 23018653 0112 .30x301 Hole, Lags, Cream Ff.3-.30d-Oven5���rinserts-Ada EF3 871 � 03134145 1 LIQ � 23012708-012Shelves, res F r � - Carbon o . P� �:,r hole, : t - Legs; ; Cream S m 4" Adi P_ _ Shelf, T �F Flak Lang _art _ r� E r 4�r. 'J 1 h.�l�,'_ la.w�all: g : EF3 Flr���ston Co�_anter, 34h 34d Hot Hold: Cab -36x29 No Door,W/Inserts,P�_all-OutSs Shelf:To-FlakS:s F 2F�t;n,fPn.z1-/Afi,; 58 03400048 1 L Lie 23018650-012 r .7 3F�x34 No Hole, 4.8 Rear Overhang, Legs; Cream Ff_�-34d-Hh=��lrinserks: ;�.da EF3 017F� _ U3115918 1 Rr�� Ston y 600156521-1=112 Counker,Sales,34h,SaferStorage. 4'; Cab-30"Safe Back.118x23No Door,2AdjShelves, EF3 Lie T rip -Flat Lam Carbon E v 48x24 N o H ole, Lags:; Crearn S rn 4 -30t -24d -Ada F1 1 �� 001: 36_20 1 Royston 0 Grommek,Black Plastic EF3 LIc. Coy -inter, 34h, 42d, S lurpee, Cab -24x35 Door, Full Drip T ray, E xtende.d Lexan Cover, 3 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407,645.5008 FX 407.629.9124 SEAL: G9 03134129 1 Royston 60019960-012 Cup, Drain Pan, Top-Flat Ss 24x33 NoHole, 3.5"R ear Overhang WiR ear T op Filler, EF3 LieCasters;Cream Slur24x42d-Ada CONSULTANT: Counter: B ev, 34h: S I�.arpee, C:ab-36x35 D oor, Full D rip Tray, Extended CIDP Cover, 5 Cup, 701 01:3134130 1 RoLie 6001996.3-012 Top -Flat Ss 36x33 No Hole:3.5"Rear 0verhang'�1rRearTopFillers, C'asters;Cream Slur EF3 I36x42d-Ada Bbe:3-5cdi-Fs16(Fsdm3)Ada, Counter, Beverage Bar,5-Cup Dispenser, ] r LieRoyston ti �� r fi 71 031..�41.�4 1 23016217-012-012 .�G V�}x42 Dx34 H:Fs-1GCaskers:LexanExtendedCovar:2Doors:2.�half:S.�Trp,Dri- EF3 Lac Craam Bbe3-5cdi-Bs1G-Ada R o y sten Counter: 34h: 42d: Condi Cab -36x29 Doors, 1 Adj Shelf: Cond Tray, Lexan Cover, T op -Flak 72 03134110 2 Lie- 2301rJ2269 012 Ss 36x3132Holes, 12.5"Rear Overhang, Leg.s;Cream Bbe3-Api-Ada EF3 Ro��ston 60020003-0112 Misc:Desk,38h,Cab-34w��X23.5d: Computer Shelf 34w,IX15d:Pull-O Lit Keyboard Tray 116 00100169666. 1 - EF3 Lie 24wX26d,Top-Flat Powder Coated Meta134x26,No Hole;Cream 117 00109065 1 60019653-012 Royston Misr::Desk,31h,Cab-48w��X2.3.5d,2Draw�ers,Top-Flat Pow�der CoatedMetal48x26:No EF3 Lie Holes; Cream r , Royston 0 r� . I MIse,Desk,32h,Cab-GOwl�X23.5d:(1) Drawer 2:i�r�03d,Top-Flat Pow�der Coated Metal B — — 118 03130222 1 Lie _0.1-G54 312 60x20, to o H ole. Cream EF3 R oy s ton o00 _ f 12:3 013300045 1 1002.3125-012 Shelving, Flush Power Bar Shelf, 313-vX5d;Cream EF3 128 128 12 Lie (� Royston r k n r �� 120 Ij11010002 16 10003115 SheIving:T-U nit,54h:3Gw�X34d,Wire Grid, 16 Base aheIf:2 Uprig hts;Cream EF3 Lie I Royston Shelving,L-Unit,End Cap,54h:3Gw,rX18d:Solid Panel, 16"Base SheIf, 2"Uprig hts; 127 0001000:3 4 Lie 10006424 Cream EF3 . , , r. p ti ' k High Wall, 11 72h 36th X 18d - 71 72 70 69 72 85 Rodston Shelrin L Uni,H g :Solid Panel, Shelf,2"Uprights; 16 128 00010010 3 10006485 �` EF3 j LI� Cream 1 j Royston Shelving,T-Unik,End Screen,54h,36w�X2d,Solid Panel,No Base Sheif,2"Uprights; 1 I 134 00010008 5 Lie 10006414 Cream EF3 1 Ro Ston Shelving,SlankBack,Feakura Item Display (Fidj,54h;18w�X17d,(4j Shelvas,Caskers; ----- 148 03300091 2 y 1 00241 69-01 2 EF3: ■ , Lie Cream 1 1 ; 1 1 L------ ---J Royskor� _ ,� . 9 015 Kick lata 29 Side 29x5.75 Bev Air CondlmenkCounter, Brow�n EF3' ® 154 03400311 2 2302031 p 1541 Lie Royston -Air Condiment Counter Kick Plata - o 155 03400032 -1 23017574 015 27 Frank 0 av EF3 16 154 . � = Lie m . . _ _.- Royston L_ - _49 0 -... .. _�. -_ -, _ Ick Flake For 12 V�llda Counter (Actual 23")EF3 C �-� 1.�9 03134205 4 23015718 015 ' 29 S Ida K f -a - __ LIc. ._ - - - - skon .- 2 �.._, F �1 _ 24 FronkKlckPlata EF3 161 031341 137 3' 23015.14 07 5 _ Lc ! I I 51 r_ _ _ ®= � _ � zn _ _- _. _ . , 5355...015. ._,. 36 Fronk Kick P a 3 .,:.., ,.r_._ 162 .031.04169__ 2 2001 ___z. , , = -46- .-. _ „Lie ' _ c _ : 17 .. . 3.. :. �-- ..._ate _.�..,„.. .e..-.. ,.. .. -.-.: ..._� \. ...._,. :._ -'.. .,. _. .. .rte , _ _ ;_ Ro skon, 1 57 _._ _ �._ ._ -. F or7kKlckPlake_ __- _ _ ; ' 48 r EF3 _ � _ � 0313417.1 1 23015350 01.5 z � � _ _ . z� <.,. _ 164_ _. _ _ .- .:, L r -- _ r .. _ : _�.. - R a skon. _ y _. __ __ � :. Actual Width 9.268 t ,_ _.:, � . ,_ Counkar r .� _ _ aaFo 23LX2 R _ _ :�. o kKic PI k r EF3 �. ___ �_ - 0 6 07 01.5. 4 5 Deg rae's11a edg"-- Fr n k __ .� 34185 .1 23 1 0 � F 1 {- Lie Royston a .:ualV�fldkh17.75 X3.27. 1GG :0.134189 1 23016011-015 45Degree WedgeFrotikKlckPlakeFor23 LX29 R Counter k ) EF3 - LIe Royston Z o 1 1 vao 0 0 39 1 4� w _ � O 177 , 03134170 2 23015560 015 42 FronkfClck Plata (For Roller Grlll Counksr� EF3 - Lie, 134 17 r ;- O FF0 o r I ,19 . �u. R o s to t1 y r F ��Si Counter ick Plate Actual Width .30 a_. 178 031341 BG 2 2, 016069-015 35 Ida Roller Grill �oun.�r K ( ) EF3 �w Lir 1 1 w NO DATE REMARKS Royston. p 4 178 39 i 1 i w T 179 031347 134 3 23015641 015 12 Fronk Klek 1"lake EF3 12 1�` 1 1 REVISIONS Lie r Roy Ston Counter, Sink,34h,Cab-24x29 Door:Top-Flat Ss 24x30:Sink-15x15:12x16x12S plash 1 L__ -vee x.. 198 0.3115972 1 y 60057466-012 EF3 Lie Guard: Legs; Cream Sk2-:30d-Ada } r 12 126 126 126 126 126 i o r Royston Misc,Slakw�all,4x10She'et;Monticello Maple (For UseWith B Cigarette Backbar) 228 0.0400755 3 10029680 EF3 Lie R eplaces#03400754 _ 1 o Royston _ Counter: Cig, Locking Lam Carbon 1 1 134 C134 1 11 2.32 03130154 .3 y 23012582-01.2 g EF3 '`- --J 179 � o Lie Legs; Cream 3'H F- I I I I 159 17 w ELFWallEn _�helving,Pmu,50h:3' Phone Merchandiser Unit, Includes (1) Base '���ti�eldment,(1) ■ ii I I I I 159 t 3 z Ro1r, : F 248 0.3400365 2 Llcot' 1 0026631-01 2 Header:(4)VerkicaIGraphie Dividers,(8)PJcketBroch�_areHolderBas:e:(2)MapWire EF3 �- I I I I 4 r � � Retainer: (1) Gx3G Power Ba[,(90) Hooks:;Crearn I I I I 161 `�`9' c 0 — 161 1 116 Royston Shelving: Pm u,19h,Phone Card Merchandiser,Rokaking Countertop Unit,3-SidedWith 35 44 � 28 R 350 03400122 1 y~'- 100269:36-012 EF3 Lig: (15) Hooks; Cream i2 126 126 126 126 126 126 50 3 Royston Segment, 351 03400716 1 10024560-012 Shelving, Meat Snack,3313114d;Cream EF3 0 Lle` L � Royston B rl - counter, :34H, 42D, storage, cab -12x29 door, adi shelf: top -flak SS 12x42 no holes, 12.5” 134 �4 ® 134 15917917 w 483 03500080 1 600.9431 _12 EF3 Lie rear overhang, legs; Cream FF1-42D-ADA 159 1 2 3 118 Fi old s kCi rl ® z c 516 0:3400275 1 10027149-073 Display, Merchandiser,Bro4wnHarnmertone Replace #03400166 EF3 148 16 � w 7 -ELEVEN Lie 148 87 1 MIse, Display, Condiment Organizer, 28hX45w��,Wire Grid Cage, Imagine Graphic: Card, Al 164 1 c� 518 303400473 1 F! oyston 10028212-00902 Co�.lnterko W16.cry licBins,Sy ru Tray, Lig p y y p � 0rganizFr;Bro�r�r�Harnmerkor-�e Replace# EF3 1 4 C. 5 5 1 Llr. 0340016 _ o — — — _ --� 445 CR. 46A 1,25 0.040040Royston 8 1 LI,� D Island: Coffee Bar, EF3 A ( c SANF®RD, FL 3274 Rol ton _ C.ounter,Coffee,34h,Wall: BrewsStation,42d,2'Sink,2'PowL1'Drvr,Top-F[atS•s I Qj O < 723 0340046,2 1 Rni-1206F_ _� 24x42 �� LIc 48x42:..3Holes,12.5"Rear0verhang, Legs_:,f?':.ickplates:;CreaIn CbGb-42-'=.'krPowiDw�r-Ada EF3 805 00010013 1 R o1'1sk��ri 1000:31147 S helving: Shelf: 36w "N l td, Flat Metal G um /M int; Cream EF3 LIc: � I Ro11stori Counter,Sales,34h,Storage,Cab-24x23 No Door,2AdiShelves:;Top-Flat Lam Carbon 842 0.31:34256 1 � 2.31312865-3012 EF3 LIc: Ev24x24No Hole, Legs. -Cream •:,m2 -24d -Ade 843 013134150 1 Royston EF3 2301 2047 011 2 Counter, Sales, 34h,Pos,Cab-24x2:3 No Door, 2�.diShelves, PosShelf, Top -Flat Lan� 1 , � 1,2 2 Lie �•�Carbon Ev24x301hole, Slat,r,)all,Legs, CrearnSm2-7(SglPos)-Ada CABINET & COUNTER PLAN 1,4"-1'-a° PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 z EF -0 C w z O CABINET & COUNTER FLOOR PLAN AND SCHEDULE D', CHECKED: RW DRAWN: WT 4' 1, ITEM ORACLE QTY MFR MODEL DESCRIPTION SHEET 900 Y 14 GE BT -22 -0 -A3 -A -P -WHITE 2'X 2' RECESSED LED TROFFER EFL 901 03301313 4 x BT -22 -0 -A3 -A -P -WHITE -EL 2'X 2'RECESSED LED TROFFER W/ BATTERY BACKUP, EFL 902 03186137 2 PHILIPS SN-2-48INUVNSS-TLEDW SURFACE MOUNTED STRIP FIXTURE WITH PHILIPS LED LAMPS EFL 903 3 S 1 GE IS-S4-0-A3-M-V-SLVR 4' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL Tit 13 C9 ILI I 3 IC-C4-0-A3-M-V-SLVR 4' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL ''"`,p_ - GE IS-S8-0-A3-M-V-SLVR . 8' LINEAR LED. PROVIDE REQUIRED.PENDANT MOUNTING KIT. EFL 906 O 14 GE IS-C8-0-A3-M-V-SLVR 8' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL 907 9 GE IS-C8-0-A3-M-V-SLVR-EL 8' LINEAR LED W/BATTERY BACKUP. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL 908 03150324 4 CREE CR14-LE-SE-4040.CSTM 4' LINEAR LED. PROVIDE REQUIRED SURFACE MOUNTING KIT. EFL 910 `A ;� #$f 9 GE. r��r ,w EXTERIOR LED WALL LIGHT EFL �-� 03186140 4 PHILIPS OV-1-481NUVNSS-TLEDW 4' LINEAR VAPOR -TIGHT FIXTURE WITH PHILIPS LED LAMPS w�I - - 03110139 _ ELECTRALED JSL-06-WPS-WH (1X,RLDS-6) '.: 917..: I} 2... ELEC RALED .: T - - - - JSL 08 WOPS WH: 2x.RLDS 4 _. __.._..,.... ...(� s._.,.. ).. 8' LINE R.LED, STRIP LIGHT W/OUT-R.O.WER SUPPLY:;_.;, A . _.. _... _.... __. t 918 03110141 2 �+ JSL-08-WPS-WH 2x RLDS-4 () 8' LINEAR LED STRIP LIGHT W/ POWER SUPPLY , gqy[ d� X13' { 03186141 y PHILIPS LEDPRSBRCL _ 3 r 931 0 3150349 _ _ 3 PHILIPS LLNURW LED EXIT SIGN W/ RED LETTERS AND 90 MINUTE BATTERY BA EFL-' 935 03150341 4 LIGHTING PLAN AND SCHEDULE 114"=1'-o° ■ ■ EF -L SCHEDULE ITEM ORACLE QTY MFR MODEL DESCRIPTION SHEET 900 03301312 14 GE BT -22 -0 -A3 -A -P -WHITE 2'X 2' RECESSED LED TROFFER EFL 901 03301313 4 GE BT -22 -0 -A3 -A -P -WHITE -EL 2'X 2'RECESSED LED TROFFER W/ BATTERY BACKUP, EFL 902 03186137 2 PHILIPS SN-2-48INUVNSS-TLEDW SURFACE MOUNTED STRIP FIXTURE WITH PHILIPS LED LAMPS EFL 903 1 GE IS-S4-0-A3-M-V-SLVR 4' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL 904 1905 C9 0 GE IC-C4-0-A3-M-V-SLVR 4' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL 8 GE IS-S8-0-A3-M-V-SLVR . 8' LINEAR LED. PROVIDE REQUIRED.PENDANT MOUNTING KIT. EFL 906 O 14 GE IS-C8-0-A3-M-V-SLVR 8' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL 907 9 GE IS-C8-0-A3-M-V-SLVR-EL 8' LINEAR LED W/BATTERY BACKUP. PROVIDE REQUIRED PENDANT MOUNTING KIT. EFL 908 03150324 4 CREE CR14-LE-SE-4040.CSTM 4' LINEAR LED. PROVIDE REQUIRED SURFACE MOUNTING KIT. EFL 910 9 GE. EWS1-0-C-E-57-G-1=N-DKBZ EXTERIOR LED WALL LIGHT EFL 912 03186140 4 PHILIPS OV-1-481NUVNSS-TLEDW 4' LINEAR VAPOR -TIGHT FIXTURE WITH PHILIPS LED LAMPS EFL 916 03110139 1 ELECTRALED JSL-06-WPS-WH (1X,RLDS-6) 6' LINEAR LED STRIP LIGHT W/POWER SUPPLY 917..: 031,1,0142 �.:.. ,_ 2... ELEC RALED .: T - - - - JSL 08 WOPS WH: 2x.RLDS 4 _. __.._..,.... ...(� s._.,.. ).. 8' LINE R.LED, STRIP LIGHT W/OUT-R.O.WER SUPPLY:;_.;, A . _.. _... _.... __. t 918 03110141 2 ELE TRACED C JSL-08-WPS-WH 2x RLDS-4 () 8' LINEAR LED STRIP LIGHT W/ POWER SUPPLY rEF 925 03186141 2 PHILIPS LEDPRSBRCL _ EMERGENCY WALL LIGHT W/ 90 MINUTE BATTERY BACKUP 931 0 3150349 _ _ 3 PHILIPS LLNURW LED EXIT SIGN W/ RED LETTERS AND 90 MINUTE BATTERY BA EFL-' 935 03150341 4 PHILIPS E61 IW EMERGENCY FIXTURE W/ 90 MINUTEBATTERY_� BACKUP=<,.,, _ EFL 970 03150323 32 .; CREE SMK-LE-L CREE 1X4,SURFACE MOUNT HOUSING ONLY EFL 971 03150324 21 CREE " _ CR -LE -40L -35K -S,?_`, LIGHT ENGINE FOR 1X4 FIXTURE EFL 972 03150325 44 CREE AC5-72-PD8-JB NON=FEED PENDANT KIT 973 03150326 6 CREE : AC5-18/4-72-PD8-JB POWER FEED KIT FOR 1X4 974 03150327 35 CREE EJBCR5PK JUNCTION -BOX rEFL 975 03150328 22 CREE SMK-LE-JP JOINING.PLATE FOR 1X4 976 . 03150329 6 CREE SMK-LE-EC END CAP FOR 1X4 (PAIR) 977 103186142, 14 PHILIPS `` 421875-19T8/END/48-4000-UNV 4' PHILIPS T-8 LED LAMP IEFL ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 �)uiit iuu i ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629.9124 SEAL: t 1' j?�' C i�� 4. o 5Q, CONSULTANT: i I j ! f I a 1 ■ ■ i i I. I 0 w m O a c a z w z U O C9 z U O i U I � I O S, c 0 w C Q d w c w NO DATE REMARKS c w REVISIONS w c O h COOLING CAPACITY _ NG " C - ..� MBH ELECTRICAL DATA SUPPLY FA HEATING c IN PUT T _ :,� _ A �_ ._ ._A . _, _ _ _. � E.S.P.E,�... � 3_.�,, ;� ,. NOMINAL BH _._,_ _ �,. _ ) 1 _ X CFM MCA MOCP _ IN. WC VPH __ 0S ( ERER �� _n_ TONS ) B E SE _ r ( TOTAL SENSI L / ;. w, DEL CFM y � - .:: .:. ARK MANUFACTURER: MO _.n :.. _ 41 50 _ _ 3 _ .. 208 1 22 90 7 2.2 _--,F.- �.._ 0.75 300 - TER 48HC-D08 7.5 3000 RTU -1 CARR 40 29 =` 48HC-A06 5 2000 0.5 200 60 48 15.2 150 2 08 3 RTU -2 CARRIER. o. ALL NEW UNITS NOTES ( ) A. PROVIDE FILTER WITH EACH UNIT. B. PROVIDE WITH FULLY MODULATING ECONOMIZER WITH ENTHALPY CONTROL INSTALLED SA AND RA SMOKE DETECTORS. C. PROVIDE FACTORY ` LLED BY CONTRACTOR. ROUTE T NEAREST APPROVED RECEPTOR. D. CONDENSATE TRAP SHALL BE A MIN OF 5' INCHES. PROVIDED AND INSTA E. PROVIDE WITH STANDARD 14" HIGH ROOF CURB AND ACCESSORIES. F. OUTDOOR AMBIENT DESIGN TEMPERATURE 95 DEG.F. G. SET FAN OPERATION TO CONTINUOUS. H. TEMPERATURE SET POINTS DURING OCCUPIED HOURS; HEATING MODE: 66'F COOLING MODE: 75'F. C PROVIDED BY 7 -ELEVEN AND INSTALLED BY CONTRACTOR, FOR ADDITIONAL INFORMATION CONTACT NATIONAL ACCOUNT J. -REPRESENTATIVE BOBBY KIMBRELL (512) 267-3366, BOBBY.KIMBRELL@CARRIER.UTC.COM. K. CONTACT AUTOMATED LOGIC (ALC) AT (800) 444-5169 FOR BUILDING ENERGY MANAGEMENT SYSTEM. FLEX DUCT SIZE BASED ON WIRE HELIX FLEXIBLE DUCT: TYPE FLEX -MASTER SIZED @ 0.1 FRICTION RATE (F/100) WITH FLEX DUCT DUCTULATOR CFM FLEX SIZE 0 TO 80 6"0 85 TO 170 8"0 175 TO 300 1D"0 305 TO 500 12"0 505 TO 740 14"0 745 TO 1050 16"0 1055 TO 1450 18"0 1455 TO 1900 20"0 UL LISTING: U-181 / ETL CLASS 1 AIR DUCT STANDARD CODE: NFPA 90A AND 90B, BOCA, SBBC HUD/FHA, MIN PROPERTY STD. FLAME SPREAD ......... LESS.THAN 25 SMOKE DEVELOPE..... LESS.THAN 50 MIN R8.0 FOR ATTIC/UNCONDITION SPACE. MIN R6.0 FOR RETURN CONDITIONED SPACE. MANUFACTURER ARE TO BE USED AS A BASIS FOR DESIGN. EQUAL IS APPROVED. 24 X 24 PER PLAN LAY -1N A, B, C, D 12 X 12 PER PLAN SURFACE A, B, C, D 14.X8 12X6 SURFACE A, B,C,D FACE SIZE 8 X 6 NECK SIZE 6 X 4 24 X 24 22 X 22 LAY -IN j A, B, C, D AIR DEVICE SCHEDULE WEIGHT 1173 GENERAL INFORMATION (ALL DEVICES): MARK MARK QUANTITY MANUFACTURER MODEL CFME.S.P. (IN. WC) V/Ph TT WATTS CONTROL EF -1 2 GREENHECK FRAME 120 1 1 IGHT SWITCH 200 MARK SERVICE MANUFACTURER MODEL 70 STYLE FACE SIZE 8 X 6 NECK SIZE 6 X 4 TYPE SURFACE A, NOTES B, C, D CD1 SUPPLY METAL*AIRE V4004D-1 ALUMINUM DOUBLE DEFLECTION WALL NOTES: NOTES: OWNER/MANAGER PRIOR TO PROGRAMMING. 2. CONTRACTOR SHALL COORDINATE RESTROOM EXHAUST FAN TIMER WITH T -STAT SCHEDULE. SUPPLY GRILLE FUNCTIONS PER MANUFACTURERS SPECIFICATIONS. SET TO 50% RH IN THE SPACE. N T S A. DIFFUSER NECK SIZE SHALL BE SAME AS BRANCH DUCT SIZE UNLESS NOTED OTHERWISE. OA ACCORDANCE WITH STATE AND LOCAL CODES AND PH CD2 SUPPLY METAL*AIRE 5700-6 AL ROUND NECK CEILING DIFFUSER 24 X 24 PER PLAN LAY -IN A, B, C, D CD3 SUPPLY METAL*AIRE 5700-1 AL ROUND NECK CEILING DIFFUSER 12 X 12 PER PLAN SURFACE A, B, C, D CD4 SUPPLY METAL*AIRE V4004D-1 ALUMINUM DOUBLE DEFLECTION WALL 12 X 6 SURFACE SURFACE A, B, C, D OSA CFM /' REQ'D OSA REQ'D OSA EXHAUST SUPPLY GRILLE AREA PER 1,000 SQ. FT. PEOPLE PERSON SQ FT FOR FOR RG1 RETURN METAL*AIRE CC5-6 EGGCRATE CEILING REGISTER 24 X 24 1 LAY -IN A, B, C, Iq GENERAL INFORMATION (ALL DEVICES): MARK MARK QUANTITY MANUFACTURER MODEL CFME.S.P. (IN. WC) V/Ph TT WATTS CONTROL EF -1 2 GREENHECK 1. ALL DIFFUSERS ARE 4 -WAY THROW UNLESS NOTED OTHERWISE. 120 1 1 IGHT SWITCH 200 TOTAL NOTES: 200 2. ALL AIR DEVICES SHALL BE PROVIDED BY 7 -ELEVEN AND INSTALLED BY THE CONTRACTOR. FOR 70 78 60 FT RTU -2 MERCANDISE ADDITIONAL INFORMATION CONTACT CHAD LITERSKY (214) 350-6871 EXT. 2140 WITH BARTOS INDUSTRIES. 70 78 60 SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. NOTES: NOTES: OWNER/MANAGER PRIOR TO PROGRAMMING. 2. CONTRACTOR SHALL COORDINATE RESTROOM EXHAUST FAN TIMER WITH T -STAT SCHEDULE. 3. CONTRACTOR MUST VERIFY THAT 'HUMIDITY CONTROLS AND SENSORS FUNCTIONS PER MANUFACTURERS SPECIFICATIONS. SET TO 50% RH IN THE SPACE. N T S A. DIFFUSER NECK SIZE SHALL BE SAME AS BRANCH DUCT SIZE UNLESS NOTED OTHERWISE. OA ACCORDANCE WITH STATE AND LOCAL CODES AND PH ACCEPTABLE TO BUILDING STANDARDS. PH MANUFACTURER'S RECOMMENDATIONS. B. DAMPER AT TAKEOFF TO DEVICE. CONTRACTOR SHALL INSTALL ;A COMPLETE TEMPERATURE 4. SPRINKLER HEAD AND LIGHTING FIXTURE LOCATIONS TAKE RTU CONTROL SYSTEM PROVIDE BY TENANT TO INCLUDE: SA PRECEDENCE OVER DIFFUSER LOCATIONS. COORDINATE WITH C. STANDARD OFF-WHITE FINISH. PANELS, MODULES,RELAYS, � WIRING, ` THERMOSTATS, ELECTRICAL CONTRACTOR AND FIRE PROTECTION SENSORS, DAMPERS, ACTUATORS AND ALL MISCELLANEOUS ROUTINGS WITH ALL OTHER TRADES PRIOR TO FABRICATION OF CONTRACTOR. D. PROVIDE NECK FOR DUCT CONNECTION. ITEMS AS REQUIRED TO FULFILL THE DESIGN INTENT AS o' SAME (INCLUDING SPRINKLER PIPING WHEN PRESENT ON JOB). INDICATED ON THE PLANS AND IN THE CODED NOTES. 5. DUCTWORK IDENTIFICATION INSTALLATION TO ADHERE TO OUTSIDE AIR CALCULATIONS CONFORMS TO CONFORMS TO THE FIELD SHALL BE RESOLVED BY THE TRADE CONTRACTOR TO .AND GOVERNING CODES. BUT THEIR EXACT LOCATION SHALL BE FIELD COORDINATED ROOM NAME AREAOCCUPIABLE EXPENSE TO THE OWNER, ARCHITECT AND/OR GENERAL OCCUPANT LOAD NO. OF OSA CFM / OSA CFM /' REQ'D OSA REQ'D OSA EXHAUST SQ. FT. AREA PER 1,000 SQ. FT. PEOPLE PERSON SQ FT FOR FOR FAN CFM CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL ORIGINAL INSIDE DIMENSIONS. IF DUCT SIZES NEED TO BE ALTERED FOR SPACE REQUIREMENTS, ENSURE THE ORIGINAL SQ. FT. SMOKE DETECTORS WIRED BY DIVISION 16. INSIDE DUCT EQUIVALENT FREE AREA IS MAINTAINED. 21, RTU -1 RTU -2 REQ'S DETECTORS SHALL REMAIN IN OPERATION. 70% THROUGHOUT. FLEXIBLE DUCTWORK IS ONLY PERMITTED FOR 22. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH STATE z FINAL CONNECTION -MAX LENGTH OF 6'-0". LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR PER 8. FURNISH AND IN VOLUME/BALANCE DAMPERS AT ALL C7 ELECTRIC CODE. ACCORDANCE WITH GOVERNING CODES, THE PLANS AND BRANCH DUCTS TO DIFFUSERS. LOCATE DAMPERS A 23. CONDENSATE DRAINAGE PIPING FROM RTU'S SHALL BE c FIXTURE 101 MERCHANDISE (PARTIAL SQ FT) 990 693 15/1000 11 7.50 0.12 165.66 24. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE CONNECTIONS TO ALL MOVING MACHINERY. 102 SALES 300 2 7.50 0.12 51.0 10. PROVIDE A COMPLETE TEST AND BALANCE FOR HVAC 102 OFFICE 40 SYSTEM. AIR BALANCE SHALL BE WITHIN 5% OFADD 1 5.00 0.06 7.7 UNLESS OTHERWISE NOTED OR REQUIRED BY FIELD 104 BACKROOM 250 CONDITIONS. IT IS REQUIRED TO COORDINATE EXACT 0 0.00 0.12 30.0 11. 50/70 106-105 RESTROOMS 120 FROM OUTSIDE AIR INTAKE. 0 0.00 0.00 0.0 DENSITY FOIL FACED FIBERGLASS INSULATION. INSULATION WRAP SHALL BE SEALED WITH FAB AND MASTIC. 107 CDC 40 0 5.00 0.06 2.4 FURNISHED APPROVED CERTIFICATE OF FINAL INSPECTION, E PARTIAL SQ FT) 865 605 1 15/1000 9 7.50 0.12 13. 140.1 101 MERCHANDIS TOTAL SQ 2380.0 984.0 TOTAL OSA REQUIRED 256.8 / 140.1 TOTAL OSA PROVIDED BY EXISTING AHU 300 200 EXHAUST CFM REQUIRED/PROVIDE 100/200 NOTES: 1. ESTIMATED MAXIMUM OCCUPANCY AND REQUIRED OUTSIDE AIR BASED ON THE ASHRAE 62.1-2007. AND FMC 2010 NOTES: 1. ESTIMATED MAXIMUM OCCUPANCY AND REQUIRED OUTSIDE AIR BASED ON THE ASHRAE 62.1-2007. 2. DIVERSITY FACTOR APPLIED PER ASHRAE 62 6.1.3. (INTERMITTENT OR VARIABLE OCCUPANCY). SF= SQUARE FOOT THE SF IS THE NET OCCUPIABLE OR SQUARE FEET SPACE, MINUS SHELVES, COLUMNS, BOOKCASES, AND THE LIKE, EXHAUST FAN SCHEDULE MARK MARK QUANTITY MANUFACTURER MODEL CFME.S.P. (IN. WC) V/Ph TT WATTS CONTROL EF -1 2 GREENHECK SP -8150 100 0.25" 120 1 1 IGHT SWITCH 200 TOTAL NOTES: 200 A. PROVIDE GRAVITY BACKDRAFT DAMPER. B. PROVIDE SPRING VIBRATION ISOLATORS FOR HANGER ROD SUPPORTS. C. TO BE PROVIDED BY 7 -ELEVEN AND INSTALLED BY CONTRACTOR. FOR ADDITIONAL INFORMATION CONTACT CHAD LITERKSY (214) 350-6871 EXT. 2140 WITH BARTOS INDUSTRIES. AIR BALANCE SCHEDULE MARK OUTSIDE AIR CFM EXHAUST AIR CFM RTU -1 300 1. RTU -2 200 COOLING EF -1 REMARKS 200 TOTAL 500 200 BUILDING BALANCE +300 70 THERMOSTAT SCHEDULE BY THIS SYMBOL NECK SIZE IN A OCCUPIED AFF UNOCCUPIED 1. COOLING HEATING COOLING HEATING REMARKS MARK SERVICE & LOCATION RTU -1 MERCANDISE 75 70 78 60 FT RTU -2 MERCANDISE 75 70 78 60 SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. NOTES: 1. CONTRACTOR SHALL COORDINATE EXACT OPERATIONAL TIMES WITH OWNER/MANAGER PRIOR TO PROGRAMMING. 2. CONTRACTOR SHALL COORDINATE RESTROOM EXHAUST FAN TIMER WITH T -STAT SCHEDULE. 3. CONTRACTOR MUST VERIFY THAT 'HUMIDITY CONTROLS AND SENSORS FUNCTIONS PER MANUFACTURERS SPECIFICATIONS. SET TO 50% RH IN THE SPACE. s F HVAC GENERAL NOTES BY THIS SYMBOL NECK SIZE IN A AMPS AFF ABOVE FINISHED FLOOR 1. NOTES APPLY TO ALL MECHANICAL. SHEETS. ' 5. 1 IC ..ACCORDANCE WITH THE ALL WORK SHAL LBEINSTR T CFM CUBIC FEET PER MINUTE EF FOLLOWING CODES: 2. THOROUGH "' EACH CONTRACTOR I S RESPONSIBLE FOR. HAVING TH 'F `2009 VUSBC FPM KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS FT 2009 INTERNATIONAL- MECHANICAL, HZ THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION IN 2009 IECC MAX SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. 16. INSTALLATION SHALL COMPLY WITH ALL LOCAL, STATE AND 3. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN MIN NATIONAL CODES, AND WITH :LATEST ASHRAE PUBLICATIONS. MOCP ALL RESPECTS READY FOR INTENDED USE AND IN STRICT N T S WORK SHALL BE NEAT AND WORKMANSHIP SHALL BE OA ACCORDANCE WITH STATE AND LOCAL CODES AND PH ACCEPTABLE TO BUILDING STANDARDS. PH MANUFACTURER'S RECOMMENDATIONS. 17. CONTRACTOR SHALL INSTALL ;A COMPLETE TEMPERATURE 4. SPRINKLER HEAD AND LIGHTING FIXTURE LOCATIONS TAKE RTU CONTROL SYSTEM PROVIDE BY TENANT TO INCLUDE: SA PRECEDENCE OVER DIFFUSER LOCATIONS. COORDINATE WITH VERIFY WITH THE GENERAL CONTRACTOR THAT HE HAS PANELS, MODULES,RELAYS, � WIRING, ` THERMOSTATS, ELECTRICAL CONTRACTOR AND FIRE PROTECTION SENSORS, DAMPERS, ACTUATORS AND ALL MISCELLANEOUS ROUTINGS WITH ALL OTHER TRADES PRIOR TO FABRICATION OF CONTRACTOR. ITEMS AS REQUIRED TO FULFILL THE DESIGN INTENT AS o' SAME (INCLUDING SPRINKLER PIPING WHEN PRESENT ON JOB). INDICATED ON THE PLANS AND IN THE CODED NOTES. 5. DUCTWORK IDENTIFICATION INSTALLATION TO ADHERE TO °, THERMOSTATS SHALL BE LOCATED GENERALLY AS SHOWN THE FIELD SHALL BE RESOLVED BY THE TRADE CONTRACTOR TO .AND GOVERNING CODES. BUT THEIR EXACT LOCATION SHALL BE FIELD COORDINATED o' EXPENSE TO THE OWNER, ARCHITECT AND/OR GENERAL TO AVOID INTERFERENCE WITH WALL MOUNTED WORK. 6. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS AND 18. ALL LOW VOLTAGE WIRING AND CONDUIT REQUIRED FOR REPRESENTATIVE OF THE INSIDE EQUIVALENT FREE AREA MECHANICAL EQUIPMENT SHALL BE FURNISHED AND o, REQUIRED TO MAINTAIN THE AIR FLOW SPECIFIED. IF DUCT THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR INSTALLED BY MECHANICAL CONTRACTOR. LINING IS REQUIRED, INCREASE DUCT SIZE TO MAINTAIN ° CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL ORIGINAL INSIDE DIMENSIONS. IF DUCT SIZES NEED TO BE ALTERED FOR SPACE REQUIREMENTS, ENSURE THE ORIGINAL 19 20. SMOKE DETECTORS WIRED BY DIVISION 16. INSIDE DUCT EQUIVALENT FREE AREA IS MAINTAINED. 21, IN THE EVENT OF FAN SHUT DOWN, ALL DUCT MOUNTED 7. TYPICAL BRANCH DUCT FITTING DETAIL IS APPLICABLE DETECTORS SHALL REMAIN IN OPERATION. THROUGHOUT. FLEXIBLE DUCTWORK IS ONLY PERMITTED FOR 22. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH STATE z FINAL CONNECTION -MAX LENGTH OF 6'-0". LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR AND LOCAL CODES AND ORDINANCES AND THE NATIONAL 8. FURNISH AND IN VOLUME/BALANCE DAMPERS AT ALL C7 ELECTRIC CODE. ACCORDANCE WITH GOVERNING CODES, THE PLANS AND BRANCH DUCTS TO DIFFUSERS. LOCATE DAMPERS A 23. CONDENSATE DRAINAGE PIPING FROM RTU'S SHALL BE c MINIMUM 4'-0" AWAY FROM DIFFUSERS. PROVIDE ACCESS ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT TRAPPED, SUPPORTED AND RUN AS SHOWN ON DRAWINGS. AS REQUIRED. o 4955 CR. 46A 9. ALL CEILING DIFFUSERS ARE 4 -WAY PATTERN UNLESS 24. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE CONNECTIONS TO ALL MOVING MACHINERY. R SANFORD, FL 32745 SHOWN OTHERWISE. 0 U 25. DUCT DIMENSIONS SHOWN ARE INSIDE NET DIMENSIONS, 10. PROVIDE A COMPLETE TEST AND BALANCE FOR HVAC oon'iGrT nln• om a n9AA TO SHEET METAL SIZE FOR INSULATION THICKNESS. SYSTEM. AIR BALANCE SHALL BE WITHIN 5% OFADD - HOLD DUCTWORK TIGHT TO UNDERSIDE OF STRUCTURE SCHEDULED AIR FLOWS. CONTACT ENGINEER FOR FORM TO UNLESS OTHERWISE NOTED OR REQUIRED BY FIELD BE USED AND UPLOAD COMPLETED REPORT TO PROLOG. CONDITIONS. IT IS REQUIRED TO COORDINATE EXACT MOUNTING HEIGHT IN FIELD WITH SITE INVESTIGATION. 11. INSTALL VTR'S AND EXHAUST FANS A MINIMUM OF 10 FT SUPPLY, RETURN, OUTSIDE AIR AND RELIEF AIR DUCTS FROM OUTSIDE AIR INTAKE. SHALL BE EXTERNALLY INSULATED WITH 1" THICK, 1.5 LBS. 12. CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED DENSITY FOIL FACED FIBERGLASS INSULATION. INSULATION WRAP SHALL BE SEALED WITH FAB AND MASTIC. PERMITS AND INSPECTIONS AND PERFORM ALL TESTS CALLED FOR OR REQUIRED AS A PART OF HIS WORK. 26. ALL DUCTWORK SHALL MAINTAIN SYSTEM PRESSURE. THE FURNISHED APPROVED CERTIFICATE OF FINAL INSPECTION, AIR DISTRIBUTION COMPONENTS SHALL BE SEALED IN AND TURN OVER TO OWNER AT COMPLETION OF PROJECT. ACCORDANCE WITH SMACNA REQUIREMENTS. TWO INCH 13. ALL INSTALLATION OF THE MECHANICAL EQUIPMENT SHALL PRESSURE CLASS. COMPLY WITH THE MANUFACTURER'S SPECIFICATION AND 27. ALL EXHAUST AIR DUCTWORK SHALL BE A MINIMUM 24 GA. CLEARANCE REQUIREMENTS. GALV. SHEET METAL DUCTWORK, DUCTBOARD IS NOT 14. ALL HVAC WORK SHALL BE IN ACCORDANCE WITH NFPA PERMITTED. 90A 90B 96 54 AND NEC 101. LIFE SAFETY CODE. 28. DUCT INSULATION CLOSURE SYSTEM SHALL CONSIST OF GLASS FABRIC AND NON MIGRATING MASTIC, SEAL AIR TIGHT. 29. ALL SUPPLY DUCT BENDS FROM THE VERTICAL TO HORIZONTAL AND ANGLED TURNS OF DUCTWORK SHALL HAVE TURNING VANES INSTALLED. COMMISSIONING AND T&B REQUIRED AND A REPORT GENERATED USING 7 -ELEVEN'S COMMISSIONING REPORT TEMPLATE. REPORT SHALL BE UPLOADED TO PROLOG. PROVIDE A COPY TO THE OWNER AND ENGINEER. IF HVAC SYSTEM AIRFLOW CANNOT BE BALANCED PER PLANS, CONTACT ENGINEER OF RECORD FOR RESOLUTION. CONTROL SEQUENCE OF OPERATIONS: RTU (ELECTRIC/GAS) GAS HEATING/ELECTRIC COOLING RTU SEQUENCE OF OPERATION DAY CYCLE - COOLING 1. SUPPLY AIR FAN SHALL RUN CONTINUOUSLY. 2. OUTSIDE AIR DAMPER SHALL BE IN MINIMUM POSITION. 3. THERMOSTAT SHALL CYCLE COMPRESSOR(S) TO MAINTAIN ROOM SET TEMPERATURE. DAY CYCLE - HEATING 1. SUPPLY AIR FAN SHALL RUN CONTINUOUSLY. 2. OUTSIDE AIR DAMPER SHALL BE IN MINIMUM POSITION. 3. THERMOSTAT SHALL CYCLE GAS HEATER TO ACHIEVE ROOM SET TEMPERATURE. ECONOMIZER 1. SUPPLY AIR FAN SHALL RUN CONTINUOUSLY. 2. OUTSIDE AIR DAMPER SHALL MODULATE FROM MINIMUM TO 100% OUTSIDE AIR TO MAINTAIN ROOM SET TEMPERATURE. MORNING WARM-UP 1. SUPPLY AIR FAN SHALL RUN CONTINUOUSLY. 2. OUTSIDE AIR DAMPER SHALL BE IN CLOSED POSITION. 3. WHEN SET TEMPERATURE IS REACHED COOLING OR HEATING CYCLE SHALL COMMENCE. NIGHT SETBACK 1. OUTSIDE AIR DAMPER SHALL BE IN CLOSED POSITION. 2. THERMOSTAT SHALL CYCLE EITHER COOLING OR HEATING AND SUPPLY AIR FAN TO MAINTAIN ROOM SET' TEMPERATURE. SMOKE DETECTOR 1. WHEN SMOKE DETECTOR IS ACTIVATED SUPPLY AIR FAN SHALL' SHUTDOWN. 2. FIRE ALARM SHALL BE SIGNALED. 3. SUPPLY AIR FAN SHALL BE MANUALLY RESET. HVAC ABBREVIATIONS BY THIS SYMBOL NECK SIZE IN A AMPS AFF ABOVE FINISHED FLOOR AMB AMBIENT BTU BRITISH THERMAL UNIT CFM CUBIC FEET PER MINUTE EF EXHAUST FAN ESP EXTERNAL STATIC PRESSURE 'F DEGREE FAHRENHEIT FPM FEET PER MINUTE FT FOOT OR FEET HZ HERTZ IN INCH MAX MAXIMUM MBH 1,000 BTU'S PER HOUR MCA MAXIMUM CIRCUIT AMPACITY MIN MINIMUM MOCP MAXIMUM OVERCURRENT PROTECTION N T S NOT TO SCALE OA OUTSIDE AIR PH PHASE PH PHASE RA RETURN AIR RPM REVOLUTIONS PER MINUTE RTU NEW ROOF TOP UNIT SA SUPPLY AIR y _ .ARCHITECIUHL HVAC SYMBOLS LEGEND ENGINEERING INTERIOR DESIGN _PR OJ E CT MANAGEMENT GEMEN T SUPPLY DUCT RISER AA 003420 RETURN DUCT RISER CA 8660 EXHAUST DUCT RISER 604 COURTLAN D STREET SUPPLY DUCT DOWN SUITE 100 � ORLANDO, FLORIDA 32804 1 RETURN DUCT DOWN PH .407.645.5008 { �C EXHAUST "DUCT DOWN FX 407.629.9124 CHANGE OF ELEVATION SEAL: gq��8lftf RISE (R) DROP (D) �� %%il TRANSITION P�dtldd d,d�, I ELBOW WITH TURNING VANE �_ a MANUAL VOLUME DAMPER, SINGLE LEAF STANDARD BRANCH, SUPPLY ���Pffiffggqqq ® OR RETURN, NO SPLITTER RADIUS ELBOW - INSIDE RADIUS CONSULTANT: MINIMUM ONE HALF DUCT WIDTH 4==SQUARE TO ROUND TRANSITION -- AIR FLOW DIRECTION FZRETURN AIR DEVICE SUPPLY AIR DEVICE EXHAUST AIR DEVICE I ® THERMOSTAT REMOTE SENSOR/HUMIDISTAT COMBO HO HUMIDITY SENSOR CO CARBON MONOXIDE SENSOR ® REMOTE TEST STATION FOR SMOKE DETECTOR SD SMOKE DETECTOR REFERENCE NOTE ® TYPE EQUIPMENT, TAG N0. •-- CD ® CONDENSATE DRAIN PIPE NUMBER OF DUPLICATE m AIR DEVICES DESIGNATED _ BY THIS SYMBOL NECK SIZE IN INCHES (2) 10X10 w 5 LETTERS REFERENCE AIR SD -1250 DEVICE TYPE ON SCHEDULE AIR QUANTITY o DELIVERED BY DEVICE IN CFM Q U z 0 FIELD VERIFY ALL CONDITIONS o NOTE! AS NOTED IN THE SPECIFICATIONS, ALL WIRING LAYOUTS, c PIPING LAYOUTS AND DUCT LAYOUTS ARE SCHEMATIC. EXACT w LOCATIONS SHALL BE DETERMINED BY THE CONSTRUCTION AND No SATE REMARKS STRUCTURE OF THE BUILDING AND SHALL BE VERIFIED AND c COORDINATED IN THE FIELD. EACH TRADE CONTRACTOR SHALL }', REVISIONS VERIFY WITH THE GENERAL CONTRACTOR THAT HE HAS 17 THOROUGHLY REVIEWED AND COORDINATED ALL LOCATIONS AND ROUTINGS WITH ALL OTHER TRADES PRIOR TO FABRICATION OF CONDUITS, DUCTS, OR PIPING, AND START OF INSTALLATION OF o' SAME (INCLUDING SPRINKLER PIPING WHEN PRESENT ON JOB). ANY INSTALLATION OR CONSTRUCTION CONFLICTS WHICH OCCUR IN °, THE FIELD SHALL BE RESOLVED BY THE TRADE CONTRACTOR TO a THE SATISFACTION OF THE OWNER AND ARCHITECT AND AT NO o' EXPENSE TO THE OWNER, ARCHITECT AND/OR GENERAL NELEVEn ■ CONTRACTOR. o, THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND. ° CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL z COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE o FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF z LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR - L �' T BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT C7 ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL c ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT c DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. o 4955 CR. 46A R SANFORD, FL 32745 0 U w oon'iGrT nln• om a n9AA r rr) 4 4 A -». ....�.,.. 4 Rl M E.0 HAN I CLAN AL FLOOR P 114"�_o�� p, NORTH �= NOTE: 1. NEW DIRECTIVE FROM 7-11 IS TO PROVIDE A DUAL REMOTE CONDENSER FOR THE SLURPEE MACHINES IN LIEU OF REMOTING TO THE FLEXPACK. HVAC NOTES ARCHITECTURE 1. NOTES APPLY TO ALL MECHANICAL SHEETS. ENGINEERING 2. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING INTERIOR DESIGN THOROUGH KNOWLEDGE OF ALL DRAWINGS AND PROJECT MANAGEMENT SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONALCOMPENSATION SHALL BE ALLOWED DUE TO AA 003420 LACK OF THIS KNOWLEDGE. CA 8660 3. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED 604 COURTLAND STREET USE AND IN STRICT ACCORDANCE WITH STATE AND LOCAL SUITE 100 CODES. AND MANUFACTURER'S RECOMMENDATIONS. ORLANDO, FLORIDA 32804 4. SPRINKLER HEAD AND LIGHTING FIXTURE LOCATIONS PH 407,645.5008 TAKE PRECEDENCE OVER DIFFUSER LOCATIONS. FX 407,629.9124 COORDINATE WITH ELECTRICAL CONTRACTOR AND FIRE PROTECTION CONTRACTOR. SEAL: 5. DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO GOVERNING CODES. J .�� 6. DUCT SIZES .INDICATED ARE INSIDE CLEAR DIMENSIONS �� �v',°9°' AND REPRESENTATIVE OF THE INSIDE EQUIVALENT FREE AREA REQUIRED TO MAINTAIN THE AIR FLOW SPECIFIED. =� IF DUCT LINING IS REQUIRED, INCREASE DUCT SIZE TO ' MAINTAIN ORIGINAL INSIDE DIMENSIONS. IF DUCT SIZES.° NEED TO BE ALTERED FOR SPACE REQUIREMENTS, ENSURE THE ORIGINAL INSIDE DUCT EQUIVALENT FREE o AREA IS MAINTAINED. 7. TYPICAL BRANCH DUCT FITTING DETAIL IS APPLICABLE THROUGHOUT. FLEXIBLE DUCTWORK IS ONLY PERMITTED4�Is���� o FOR FINAL CONNECTION MAX LENGTH OF 6'-0". 8. FURNISH AND INSTALL VOLUME/BALANCE DAMPERS AT ALL BRANCH DUCTS TO DIFFUSERS. LOCATE DAMPERS A MINIMUM 4'-0„ AWAY FROM DIFFUSERS. PROVIDE ACCESS CONSULTANT: AS REQUIRED. 9. ALL CEILING DIFFUSERS ARE 4 -WAY PATTERN UNLESS SHOWN OTHERWISE. 10. PROVIDE A COMPLETE TEST AND BALANCE FOR HVAC SYSTEM. AIR BALANCE SHALL BE WITHIN 5% OF SCHEDULED AIRFLOWS. CONTACT ENGINEER FOR FORM TO BE USED AND UPLOAD COMPLETED REPORT TO PROLOG. 11. INSTALL VTR'S AND EXHAUST FANS A MINIMUM OF 10 FT FROM OUTSIDE AIR INTAKE. s � ALL THE REFRIGERATION EQUIPMENT SHOWN ON THE PROTO DRAWINGS USE REMOTE CONDENSERS. BCP OPERATORS PLANNING TO USE SELF-CONTAINED REFRIGERATION EQUIPMENT SHOULD USE APPROPRIATE HEAT LOAD CALCULATIONS TO SIZE THE HVAC UNITS. THE CUT SHEETS FOR THE SELF-CONTAINED REFRIGERATION EQUIPMENT ARE AVAILABLE SEPARATELY. CL c 0 Q w W NO DATE REMARKS W REVISIONS U O fn w 2: Z � 7 C-1 f -ELEVE'I'N' STORE i O c c ° 4955 CR. 46A c SANFORD, FL 32746 1 w PROJECT NO: 2013.0266 c I DATE: APRIL 28, 2014 z g a c w z m I u 0 CA 01 MECHANICAL FLOOR PLAN BEACON ELECTRI( EXPANSI, VALVE (TYP.) FACTOR) INSTALLE -rn n rvnAntk PIPING DIAGRAM FOR THE R404A MEDIUM TEMPERATURE COOLER REFRIGERATION SYSTEM PIPE SIZE SELECTION ARE BASED ON 25 FT LINE RUN. REFER TO REFRIGERATION INSTALLATION MANUAL FOR LONGER LINE RUNS. 1 I SYSTEM 2 SYSTEM 3 1 = SYSTEM 6 SYSTEM 7 SYSTEM 8 Q 2 DOOR FREEZER TO INTERNAL WIRING FROM NOT USED SLURPEE MACHINE RU (3)ADT130 {' SLURPEE--------------- FD Sk SLURPEE WIRING 5/8" SUCTION MACHINE #2 1/2" SUCTION QUICK CONNECT 24 VOLT 3/8" LIQUID - Iff �� 3/8" LIQUID FIELD PROVIDED --------------- f k WIRING FROM 3'=8 1/8" ,.`. SLURPEE--------------- SLURPEE WIRING MACHINE #1 &J -A J , AIR FLOW NOT USED -------------- ` t�y TO INTERNAL 3 `q�q-- 6- ra -c { t FLEXPACK --------------- M NOT USED WIRING _ ZU TO INTERNAL KEN= R5 FLEXPACK --------------- NOT USED WIRING 230 VOLT FIELD PROVIDED --------------- WIRING FROM R4 TO INTERNAL FLEXPACK ICE MAKER --------------- ICE-O-MATIC WIRING ELECTRICAL ICE MAKER FUSED DISCONNECT Io DISCONNECT TO INTERNAL WIRING TO — FLEXPACK TPC -4 WIRING 1450 LBS SYS 7 SYS 7 SYS 8 SYS 8 (INLET) (OUTLET) (OUTLET) (INLET) NEOPRENE PAD SYS 7: SLURPEE CONNECTION - 1/2"0 INLET AND 3/8"0 OUTLET SYS 8: SLURPEE CONNECTION - 1/2"0 INLET AND 3/8"0 OUTLET REF 3/M1.2 FOR SYS 1-6 LOCATIONS 2 FLEXPACK AT CONNECTION SIDE 3/4" = 1'-0" AIR FLOW •• AIR FLOW .IQUID LINE 'SUCTION INSULATED 13/4" WALL AFLEX OR 4L 10'-7 112 AIR FLOW i0 BLOCKING 5 1/8' 4" 2'-9 5/8" 2'-9 5/8" BY G.C. FLEXPACK AND REMOTE RELAY WIRING: 24 VOLT SYSTEM 2 SYSTEM 3 FIELD PROVIDED --------------- SYSTEM 6 SYSTEM 7 SYSTEM 8 Q 2 DOOR FREEZER TO INTERNAL WIRING FROM NOT USED SLURPEE MACHINE RU (3)ADT130 FLEXPACK SLURPEE--------------- FD 5/8" SUCTION SLURPEE WIRING 5/8" SUCTION MACHINE #2 1/2" SUCTION QUICK CONNECT 24 VOLT 3/8" LIQUID 1/2" LIQUID 3/8" LIQUID 3/8" LIQUID FIELD PROVIDED --------------- TO INTERNAL WIRING FROM R7 FLEXPACK SLURPEE--------------- SLURPEE WIRING MACHINE #1 NOT USED -------------- TO INTERNAL R6 FLEXPACK --------------- NOT USED WIRING NOT USED --------------- TO INTERNAL R5 FLEXPACK --------------- NOT USED WIRING 230 VOLT FIELD PROVIDED --------------- WIRING FROM R4 TO INTERNAL FLEXPACK ICE MAKER --------------- ICE-O-MATIC WIRING ICE MAKER FUSED DISCONNECT ------ ---- FIELD PROVIDED ---------------- TO INTERNAL WIRING TO — FLEXPACK DISCONNECT WIRING POWER SUPPLY 208-230 V / 60 HZ / 3 PH BEACON ELECTRIC EXPANSK VALVE (TYP.) FACTORY INSTALLE PIPING DIAGRAM FOR THE R404A LOW TEMPERATURE FREEZER REFRIGERATION SYSTEM 3/8" LIQUID LINE )CTION LINE \TED WITH 3/4" WALL MNIVIHrLEX OR EQUAL PIPE SIZE SELECTION ARE BASED ON 25 FT LINE RUN. REFER TO REFRIGERATION INSTALLATION MANUAL FOR LONGER LINE RUNS. 5 VAULT STORAGE FREEZER N.T.S. AIR FLOW I COOLANT CONNECTIONS, REF 3/M1.1 ELECTRICAL ° DISCONNECT JA ELECINCAL 0.00 � rcnarcourvLws I4IHyY1 SYS®3Y�"�5'O®SS EOF ° ELECIflICAL .®. SYS�QO Di5COw1ECi SYSB STSS®® UOUID LWE LOCATIONS . SY91 ry92 3T9? _SUCTION' NNE LOCATIONS SYSI SY32 SYSS 00 Z-9 5/8" 1/ NEOPRENE PAD LINE CONNECTION LOCATION: SYS 1 IS WIC COOLER CONNECTION - (3) ADT130 SYS 2 IS 2 DOOR VAULT FREEZER- (1) LTL046B SYS 3 IS 1 DOOR ICE MERCHANDISER - (1) LET047 SYS 4 IS 1006 HR ICE MAKER SYS 5 IS NOT USED SYS 6 IS NOT USED SYS 7 IS SLURPEE MACHINE SYS 8 IS SLURPEE MACHINE BOOT QUANITY REQUIRED: C-481 - 4 EACH (REFRIGERANT LINES AND ELECTRICAL LINES) ELECTRICAL WIRING TO FLEXPACK: FLEXPACK POWER: 3- #6, 1- #8G IN 1" EMT ICE MAKER: 1PR- 220V IN 3/4" EMT WIC, ICE MERC, LOW TEMP: 3PR- 24V WIRING IN 3/4" EMT REF: SHEET E1.4 FOR LOW VOLTAGE AND CONTROL WIRING BEACON ELECTRIC EXPANSI( VALVE (TYP.) FACTORY INSTALLE PIPING DIAGRAM FOR THE R404A LOW TEMPERATURE FREEZER REFRIGERATION SYSTEM ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 COOLANT CONNECTIONS 604 COURTLAND STREET SUITE 100 3/8" LIQUID LINE — 4 EA ELECTRICAL ORLANDO, FLORIDA 32804 PH 407.645,5008 0.000 °Q0 KNOCKOUT PLUGS FX 407,629,9124 O° O O LINE OF —� SYS 4 SYS 5 ° SYS 5 O, ELECTRICAL °�° SYS 460 DISCONNECT SEAL:��®�9,���0 SYS6O 0SYS6 LIQUID LINE LOCATIONS aid ,°°'° SYS 1 SYS 2 SYS 3 UCTION LINE SUCTION -ATED WITH 3/4" WALL ° LINE �j27 = \FLEX OR EQUAL SYS 1 SYS 2 SYS s LOCATIONS o O o acv ° '.l Via' - ..,f �. a 00 op ip PIPE SIZE SELECTION ARE BASED ON 25 FT LINE RUN. REFER TO REFRIGERATION INSTALLATION MANUAL FOR LONGER LINE RUNS. 4 VAULT ICE MERCHANDISER N.T.S. FLEXPACK PLAN VIEW 3/4" = 1'-011 SYS 1: VAULT COOLER CONNECTION - 1/2"0 INLET AND 7/8"0 OUTLET g'I 1' � SYS 2: VAULT FREEZER CONNECTION - 7/8"0 INLET AND 3/8"0 OUTLET SYS 3: VAULT ICE MERCHANDISER CONNECTION - 3/8"0 INLET AND 1/2"0 OUTLET SYS 4:1006 HR ICE MAKER CONNECTION - 1/2"0 INLET AND 3/8"0 OUTLET SYS 5: NOT USED FOR MORE INFORMATION CONTACT MIKE HUTSON @ HEATCRAFT/BONN 217-446-9156 FLEX PACK UNIT / MODEL NUMBERS FLEXPACK MODEL # TPC -4 1450 LBS SYSTEM 1 SYSTEM 2 SYSTEM 3 SYSTEM 4 SYSTEM15 SYSTEM 6 SYSTEM 7 SYSTEM 8 COOLER 2 DOOR FREEZER ICE MERCH. ICE MAKER NOT USED NOT USED SLURPEE MACHINE SLURPEE MACHINE (3)ADT130 (1) LTL046B (1) LET047 ICE 1006 HR 5/8" SUCTION 5/8" SUCTION 1 1/8" SUCTION 5/8" SUCTION 1/2" SUCTION 1/2" SUCTION QUICK CONNECT 3/8" LIQUID 3/8" LIQUID 1/2" LIQUID 3/8" LIQUID 3/8" LIQUID 3/8" LIQUID QUICK CONNECT REFRIGERATION MAX LINE LENGTH WALK -IN COOLER <100' LOW TEMP FREEZER <100' ICE MERCHANDISER <100' SLURPEE <50'(1 OO'LINE SET AVAILABLE, IF NEEDED) POST MIX ICE <75' SANDWICH CASE (OPTION 1) <45'(<1 5'VERT) (PREFERRED OPTION) SANDWICH CASE (OPTION 2) <65'(<l 5'VERT) W/ P -TRAP c 7 -ELEVEN STORE #1030505 c� C c 0 4955 CR. 46A R SANFORD, FL 32746 0 C c PROJECT NO: 2013,0266 y I DATE: APRIL 28, 2014 C Z M1 m2 ci O1 FLEXPACK DETAILS c 0 1 CHECKED: GAB DRAWN: SH t f 1.1 GENERAL REQUIREMENTS: 1.8 WARRANTIES: 1.1.1 REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS 1.8.1 WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO I' f x f r ; l; €� 3 k 9 MECHANICAL SPECIFICATIONS 1. GENERAL 1.1 GENERAL REQUIREMENTS: 1.8 WARRANTIES: 1.1.1 REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS 1.8.1 WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. EACH CONTRACTOR SHALL BECOME FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY 1N SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE THE DRAWINGS AND SPECIFICATIONS. HEREAFTER IN THIS SPECIFICATION, THE WORD "MECHANICAL GENERAL CONDITIONS AND DIVISION 1. CONTRACTOR" SHALL REFER TO THE INSTALLING MECHANICAL CONTRACTOR AND "OWNER" SHALL REFER TO 7—ELEVEN. 1.8.2 WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. 1.1.2 THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE 1.8.3 PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND/OR OWNER AND REQUEST CLARIFICATION PRIOR OR OWNER. TO PROCEEDING WITH THE WORK INVOLVED. 1.8.4 AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN 1.2 INSPECTION OF SITE: WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND 1.2.1 PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY STATING THE COMMENCEMENT DATE AND TERM. INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND 1.9 CUTTING AND PATCHING: ABOVE THE CONTRACT PRICE. 1.9.1 PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK 1.3 MATERIAL AND WORKMANSHIP: UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES 1.3.1 PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND COMMERCIAL PRACTICE, AND FREE FROM ANY DEFECTS. MODEL NUMBERS LISTED IN THE SPECIFICATIONS CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. 1.10 ROUGH—IN: 1.3.2 WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. 1.10.1 COORDINATE WITHOUT DELAY ROUGHING—IN WITH GENERAL CONSTRUCTION. CONCEAL WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL PIPING AND CONDUIT ROUGH—IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. COMPLY WITH APPLICABLE CODES AND LAWS. 1.11 STRUCTURAL STEEL: 1.3.3 THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, 1.11.1 STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. 1.11.2 SUPPORT PLUMBING AND MECHANICAL EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE, DO NOT SUPPORT PLUMBING EQUIPMENT FROM CEILINGS, OTHER MECHANICAL OR 1.3.4 REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING ELECTRICAL COMPONENTS, AND OTHER NON—STRUCTURAL ELEMENTS. CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT 1.12 ACCESS DOORS: THE TERMINATION OF THE WORK. 1.12.1 PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR 1.3.5 REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING CONCEALED HINGES, SCREWDRIVER—TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, JURISDICTION. ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 1.4 COORDINATION: 1.13 PENETRATIONS: 1.4.1 COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS THAT ARE BEING INSTALLED AND/OR EXISTING SYSTEMS WILL BE INSTALLED AT THE PROPER 1.13.1 SEAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATER AND WEATHER TIGHT TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS WITH APPROPRIATE NON—SHRINK, NON—HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEAL REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. SEAL NON—FIRE—RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). 1.4.2 UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. 1.13.2 COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL MECHANICAL CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE PENETRATIONS OF FIRE—RATED ASSEMBLIES WITH 3M # CP -25 FIRE BARRIER CAULK (PROVIDE CHASES AND OPENINGS ARE REQUIRED, KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED THICKNESS AND METHOD AS REQUIRED AND. RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH FIRE RESISTANCE RATING OF FIRE—RATED ASSEMBLIES. OR DELAY THE WORK OF OTHER TRADES. 1.13.3 SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND 1.4.3 FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. MECHANICAL MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE/LINK SEAL, CALPICO, INC CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. AND METRAFLEX. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. 1.13.4 PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. 1.4.4 PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON 1.13.5 PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL VIATER—TIGHT WITH SILICONE CAULK. 1.4.5 MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DUCTWORK LAYOUT TO THE CONSTRUCTION PROJECT MANAGER FOR OWNER APPROVAL PRIOR TO INSTALLATION. 2. HEATING, VENTILATION, AND AIR CONDITIONING 1.5 ORDINANCES AND CODES: 2,1 DUCTWORK: 1.5.1 WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH 2.1.1 MECHANICAL CONTRACTOR SHALL PROVIDE ANY DUCTWORK NECESSARY FOR A APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND COMPLETE INSTALLATION OF HVAC SYSTEMS (INCLUDING EXHAUST SYSTEMS). ALL DUCTWORK ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE IDENTIFICATION AND INSTALLATION TO ADHERE TO SMACNA STANDARDS AND ALL GOVERNING WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND CODES. STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF 2.1.2 ROUND PIPE DUCT RUNS SHALL BE CONSTRUCTED OF METAL PIPE WITH EXTERNAL MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR SLEEVE INSULATION. CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE 2.1.3 DUCTWORK CONNECTIONS TO AIR DEVICES MUST BE MADE WITH HARDPIPE ELBOWS, APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THEIR REFERENCED COVERED WITH SLEEVE INSULATION. FLEX DUCT MUST NOT BE UTILIZED FOR A 90 DEGREE CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. CONNECTION TO AN AIR DEVICE. 1.5.2 PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF 2.1.4 BALANCING DAMPERS WITH DOUBLE LOCKING QUADS SHALL BE PROVIDED IN ALL ROUND THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF PIPE TAKE—OFFS FROM THE MAIN TRUNKS, UNLESS OTHERWISE NOTED ON PLANS. INSPECTION TO OWNER. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 2.1.5 A MAXIMUM OF 6' OF FLEX DUCT MAY BE USED FOR FINAL CONNECTION OF SIDE WALL DIFFUSERS. 1.6 PROTECTION OF EQUIPMENT AND MATERIALS: 2.1.6 FLEX DUCT MUST BE PROPERLY SUPPORTED WITH ONE INCH STRAPS AND CUT TO 1.6.1 STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. PROPER LENGTH TO PREVENT SAGGING. COVER WITH WATERPROOF, TEAR—RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT 2.1.7 FLEX DUCT SHALL BE OWENS—CORNING FOIL—BACK HIGH QUALITY U/L APPROVED. PLASTIC HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND MECHANICAL CONTRACTOR WRAPPED FLEX DUCT IS NOT ACCEPTABLE. IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AS APPROVED BY OWNER. 2.1.8 RIGID ROUND DUCT SHALL BE USED FOR HOT FOODS EXHAUST. 1.6.2 KEEP PREMISES ROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC., SHALL HAVE A NEAT AND CLEAN 2.2 INSULATION: APPEARANCE AT THE TERMINATION OF THE WORK. 2.2.1 SUPPLY AND RETURN DUCTWORK INSIDE THE BUILDING SHALL BE INSULATED WITH 1.5" 1.6.3 PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED OR INSTALLED THICK ACOUSTICAL LINING WITH A MINIMUM R—VALUE OF 6.0 OR EXTERNALLY WRAPPED WITH 2" THICK DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. GLASS FIBER DUCT WRAP. 1.6.4 KEEP THE MANUFACTURER PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR 2.2.2 SUPPLY AND RETURN DUCTWORK OUTSIDE THE BUILDING SHALL BE INSULATED WITH 2" SINKS, AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE LINER WITH A MINIMUM R—VALUE OF 8.0 AND SEAL SEAMS WEATHER TIGHT. WORK AND POLISH EXPOSED SURFACES. 2.2.3 DEDICATED OUTSIDE AIR SUPPLY AND RELIEF DUCTWORK INSIDE THE BUILDING SHALL BE 1.7 OPERATION AND MAINTENANCE INSTRUCTIONS: INSULATED WITH 2" THICK DUCT WRAP WITH A MINIMUM R—VALUE OF 6.0. 1.7.1 COLLECT AND COMPILE A COMPLETE BROCHURE OF FIXTURES, MATERIALS, AND EQUIPMENT 2,3 FINAL TESTING AND ADJUSTMENTS: FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND 2.3.1 AIR BALANCE SHALL BE PERFORMED AT THE COMPLETION OF THE PROJECT. BALANCE DESCRIPTIVE LITERATURE FURNISHED BY THE MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT EACH SUPPLY, RETURN, OUTSIDE AIR DEVICE WITHIN 5% OF REQUIREMENTS AND FURNISH A REPORT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, ENGINEER, GENERAL CONTRACTOR, TO THE CONSTRUCTION PROJECT MANAGER. THE ENTIRE HVAC SYSTEM MUST BE FULLY OPERABLE, SUBCONTRACTOR, AND AN INDEX OF CONTENTS. BALANCED, AND APPROVED BY OWNER'S REPRESENTATIVE ON THE DAY TENANT OPENS FOR BUSINESS. 1.7.2 SUBMIT COPIES OF LITERATURE BOUND 1N APPROVED BINDERS TO THE ARCHITECT AND OWNER AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING 2.3.2 ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL AND PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT PLUMBING SYSTEMS WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS DEEMED COMPLETE BY THE ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. CALIBRATE, ARCHITECT, ENGINEER, AND OWNER. SET AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 2.3.3 VERIFY ECONOMIZER OPERATION PER MANUFACTURER PROCEDURE. 2.4 DIFFUSERS AND GRILLES (OWNER PROVIDED): 2.4.1 ALL SUPPLY AND RETURN AIR DEVICES'SHALL INSTALLED BY THE MECHANICAL CONTRACTOR. 2.4.2 ALL AIR TERMINAL DEVICES SHALL BE INSTALLED AS SHOWN ON THE PLANS 1N ORDER TO HANDLE THE DESIGNED AIR FLOW CAPACITIES WITH A MINIMUM AMOUNT OF NOISE AND STATIC PRESSURE. 2.5 CONDENSATE DRAINS: 2.5.1 THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL AS A MINIMUM A 4" DEEP P—TRAP ON CONDENSATE DRAIN OUTLETS WHERE THE CONDENSATE WATER WILL EXIT THE P—TRAP AT A POINT 1" LOWER THAN THE DRAIN CONNECTION AT THE UNIT. THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDENSATE LINES AS REQUIRED TO MEET LOCAL CODES AND AS SHOWN ON THE MECHANICAL PLANS. THESE LINES SHALL BE SLOPED AWAY FROM THE UNITS, SUPPORTED AS REQUIRED TO ASSURE PROPER FLOW, AND AT THE MECHANICAL CONTRACTOR'S OPTION, CONDENSATE DRAIN LINES MAY BE SCHEDULE 40 PVC OR COPPER. ALL JOINTS SHALL BE SECURELY GLUED OR SOLDERED AS REQUIRED. INSULATE WITH 3/4" THICK PIPE INSULATION WHERE REQUIRED. 2.6 CONTROLS: 2.6.1 RTU CONTROLS PROVIDED BY OWNER. COORDINATE LOCATIONS FOR THERMOSTAT AND SENSORS FOR ROUGH—IN. 2.6.2 SMOKE DETECTORS AND SAMPLING TUBES PROVIDED AND INSTALLED TO THE UNITS AND IN THE DUCTWORK BY CARRIER. THE SMOKE DETECTORS SHALL DISABLE HVAC UNIT OPERATION UPON ACTIVATION. 2.7 ELECTRICAL: 2.7.1 LOW VOLTAGE WIRING — ALL PROVISIONS FOR LOW VOLTAGE WIRING SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR UNLESS CODES OR LABOR SITUATIONS DO NOT PERMIT. IF THE MECHANICAL CONTRACTOR CAN NOT PERFORM LOW VOLTAGE WIRING, THE MECHANICAL CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR, AS PARE OF THE HVAC BID DOCUMENT, TO HAVE THE ELECTRICAL SUBCONTRACTOR INCLUDE THIS WORK IN THEIR BID, 2.7.2 POWER WIRING — ALL ELECTRICAL POWER WIRING TO INCLUDE FINAL CONNECTIONS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR. 2.8 GAS PIPING: 2.8.1 SCHEDULE 40 BLACK CARBON STEEL WITH MALLEABLE IRON THREADED FITTINGS. PROVIDE SHUT—OFF VALVE, DIRT LEG, AND UNION AT EACH ROOFTOP UNIT. PAINT ALL GAS PIPING EXPOSED TO WEATHER WITH ONE COAT OF PRIMER, AND TWO COATS OF RUST -PROOF PAINT. COLOR SHALL MATCH BUILDING COLORS. COORDINATE WITH OWNER'S CONSTRUCTION MANAGER. 2.8.2 TREATED WOOD BLOCKING 6X6X12, 8'-0" OC MAX WITH GALVANIZED PIPE STRAP, 1 1/4" ZINC COATED LAG SCREWS, AND RUBBER WALKPAD ADHERED TO ROOF. 2.9 REFRIGERATION LINES: 2.9.1 REFRIGERATION LINE SETS FOR HVAC UNITS ARE TO BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 2.10 MECHANICAL CONTRACTOR RESPONSIBILITIES: 2.10.1 AFTER COMPLETION OF THE WORK DESCRIBED IN THIS SPECIFICATION AND SHOWN ON THE DRAWINGS, THE MECHANICAL CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVING ALL LABELS AND STICKERS NOT CONTAINING OPERATION INSTRUCTION. MECHANICAL CONTRACTOR SHALL REMOVE CRATING DEBRIS, LEAVING THE INSTALLATION FINISHED AND READY FOR OPERATION, TO INCLUDING CLEAN FILTERS IN AIR HANDLING UNITS. INYERPLANN-1 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 s FX 407.629.9124 3 LL � o® _. +L 0 :— CONSULTANT: NO DATE REMARKS REVISIONS REFRIGERATION 2PECIFICATIONS 1. SCOPE 1.1 HEREAFTER IN THIS SPECIFICATION, THE WORD 'MECHANICAL CONTRACTOR" SHALL REFER TO THE INSTALLING MECHANICAL OR REFRIGERATION CONTRACTOR AND "OWNER" SHALL REFER TO 7 -ELEVEN. OWNER SHALL PURCHASE THE EQUIPMENT AND ARRANGE TO HAVE THAT EQUIPMENT DELIVERED TO THE STORE SITE. THE MECHANICAL CONTRACTOR SHALL HAVE THE UPRIGHT REFRIGERATED CABINETS UNCRATED, SET IN PLACE, LEGS INSTALLED, UPRIGHT REFRIGERATED CABINETS LEVELED, PLACE THE CONDENSING UNITS, MAKE CONNECTIONS FOR THE REFRIGERATION LINES AND ELECTRICAL LINES (WHERE ALLOWED BY LOCAL CODE) BETWEEN THE UPRIGHT REFRIGERATED CABINETS AND CONDENSING UNITS, FURNISH AND INSTALL THE CONDENSATE DRAIN LINES AND START UP THE UNITS PER THE INSTALLATION INSTRUCTIONS PACKAGED WITH THE EQUIPMENT. POWER WIRING FROM THE ELECTRICAL PANEL TO THE UPRIGHT REFRIGERATED CABINETS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR'S ELECTRICAL SUB -CONTRACTOR. 2. CODE REQUIREMENTS 2.1 ALL PROPOSALS SHALL INCLUDE, AND WORK PERFORMED SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES, WHICH SHALL BE DELINEATED, AND ALL MODIFICATIONS REQUIRED BY THE INSPECTING AUTHORITY SHALL BE MADE BY THE MECHANICAL CONTRACTOR WITHOUT ADDITIONAL COST TO THE OWNER. ANY DEVIATIONS REQUIRED DUE TO UNFORESEEN CIRCUMSTANCES, SHALL BE CALLED TO THE ATTENTION OF THE DIVISION CONSTRUCTION MANAGER. 3. GUARANTEE 3.1 MECHANICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND THE COMPLETE SYSTEM OPERATION WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIAL THAT THE MECHANICAL CONTRACTOR PROVIDED FOR INSTALLATION, FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY THE OWNER. ANY PART OF THE FURNISHED EQUIPMENT ON THIS INSTALLATION WHICH PROVES DEFECTIVE, OR WAS DAMAGED IN SHIPMENT, SHALL BE HANDLED AS STATED IN PARAGRAPH 4 ENTITLED "MECHANICAL CONTRACTOR INSPECTION RESPONSIBILITIES". 3.2 MECHANICAL CONTRACTOR SHALL GUARANTEE THAT THE UNIT HAS BEEN INSTALLED PROPERLY. 3.3 MECHANICAL CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION TO THE EQUIPMENT MANUFACTURER'S DISTRIBUTOR, AND TO THE OWNER IF DEFECTS ARE ENCOUNTERED WITH THE EQUIPMENT. 3.3.1 MODEL NUMBER OF THE UNIT. 3.3.2 SERIAL NUMBER OF THE UNIT. 3.3.3 DATE OF INSTALLATION 3.3.4 DETAILED ACCOUNT OF THE PROBLEM, DIAGNOSIS, AND REPAIR WORK REQUIRED. 3.3.5 PARTS REQUIRING REPLACEMENT. 3.3.6 STORE NUMBER AND ADDRESS. 3.4 MECHANICAL CONTRACTOR SHALL FURNISH TO THE OWNER'S REPRESENTATIVE ALL CERTIFICATES OF FINAL INSPECTION AND APPROVAL FROM INSPECTION AUTHORITIES HAVING JURISDICTION. WALK IN COOLER REFRIGERATION SYSTEM INSTALLATION SPECIFICATION INTRODUCTION: THE CONTRACTING FOR INSTALLATIONS OF WALK-IN REFRIGERATION EQUIPMENT WILL BE ACCOMPLISHEDIN THE FIELD AT THE DIVISION LEVEL. THESE SPECIFICATIONS ARE TO 'AID IN PREPARATION OF NATIONAL STANDARD CONTRACT DOCUMENTS. 1. SCOPE 1.1 HEREAFTER IN THIS SPECIFICATION, THE WORD "MECHANICAL CONTRACTOR" SHALL REFER TO THE INSTALLING MECHANICAL OR REFRIGERATION CONTRACTOR AND "OWNER" SHALL REFER TO 7 -ELEVEN. OWNER SHALL PROVIDE THE WALK-IN COOLER AND FREEZER REFRIGERATION SYSTEMS_ TO THE MECHANICAL CONTRACTOR AT HIS SHOP OR DESIGNATED STORAGE FACILITY, AND SHALL INCLUDE THE HEATCRAFT CONDENSER WITH ALL CONTROLS, LIQUID DRIERS, SIGHT GLASS, SUCTION FILTERS, SUCTION ACCUMULATORS, LOW AMBIENT HEAD PRESSURE CONTROLS, ALL FACTORY INSTALLED. THE EVAPORATOR. FAN COILS SHALL INCLUDE A BEACON MICRO -PROCESSOR BOARD, ELECTRIC EXPANSION/SOLENOID VALVES, THERMISTORS, ALL FACTORY MOUNTED. THE MECHANICAL CONTRACTOR SHALL INSTALL THE SYSTEM AS SHOWN ON THE MECHANICAL PLANS AND SHALL FURNISH THE REFRIGERANT PIPING, SUCTION LINE INSULATION, CONDENSATE DRAIN LINES, AND REFRIGERANT AS REQUIRED. EXACT LOCATION OF THE CONDENSING UNIT(S) AND EVAPORATOR COILS WILL BE DETERMINED BY THE PLANS. 2. CODE REQUIREMENTS AND PERMITS 2.1 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES, AND ALL MODIFICATIONS REQUIRED BY THE "INSPECTION AUTHORITY SHALL BE MADE BY THE MECHANICAL CONTRACTOR WITHOUT ADDITIONAL COST TO THE OWNER. 2.2 OBTAIN, PAY FOR AND FURNISH ALL REFRIGERATION PERMITS REQUIRED BY LOCAL OR STATE ORDINANCES OR CODES. 2.3 NO EXTRAS SHALL BE ALLOWED DUE TO CONDITIONS WITH WHICH THE MECHANICAL' CONTRACTOR SHOULD HAVE BEEN FAMILIAR. 3. GUARANTEE 3.1 MECHANICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND THE COMPLETE SYSTEM OPERATION WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIAL THAT THE MECHANICAL CONTRACTOR PROVIDED FOR INSTALLATION, FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY THE OWNER. ANY PART OF THE FURNISHED EQUIPMENT ON THIS INSTALLATION WHICH PROVES DEFECTIVE, OR WAS DAMAGED IN SHIPMENT, SHALL BE HANDLED AS STATED IN PARAGRAPH 4 ENTITLED "MECHANICAL CONTRACTOR INSPECTION RESPONSIBILITIES". 3.2 MECHANICAL CONTRACTOR SHALL FURNISH TO THE OWNER REPRESENTATIVE ALL CERTIFICATES OF FINAL INSPECTION AND APPROVAL FROM INSPECTION AUTHORITIES HAVING JURISDICTION. 4. MECHANICAL CONTRACTOR INSPECTION RESPONSIBILITIES 4.1 CHECK EACH PIECE OF REFRIGERATION EQUIPMENT FOR DAMAGES AND SHORTAGES. IF SUCH CONDITIONS EXIST, THE MECHANICAL CONTRACTOR SHALL: 4.1.1 OBTAIN INSPECTION REPORT IN DUPLICATE FROM THE COMMON CARRIER AND NOTIFY OWNER OFFICE AND REFRIGERATION EQUIPMENT SUPPLIER IMMEDIATELY. 4.1.2 MAKE REPAIRS WHEN AUTHORIZED TO DO SO BY MANUFACTURER'S REPRESENTATIVE, REPLACING ANY MALFUNCTIONING PART(S) ON THE EQUIPMENT WITHOUT CHARGE TO THE OWNER. 5. EQUIPMENT 5.1 EVAPORATOR FAN COILS THE MECHANICAL CONTRACTOR SHALL HANG THE EVAPORATOR COILS IN ACCORDANCE WITH THE MECHANICAL PLAN. ALL MOUNTING HARDWARE, TO INCLUDE A BEARING SURFACE FOR THE HANGER RODS, SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR. THE EVAPORATOR FAN COILS ARE IN NO CIRCUMSTANCE TO BE SUPPORTED BY THE WALK-IN COOLER PANELS ALONE. 5.2 APPROVED COOLER (VAULT) REFRIGERATION EQUIPMENT MANUFACTURERS AND MODEL NUMBERS (R404a MEDIUM TEMP / 404a LOW TEMP) 5.2.1 HEATCRAFT/BONN FLEXPACK UNIT CONTAINING (1) MEDIUM TEMP COMPRESSOR FOR VAULT COOLER, (1) LOW TEMP COMPRESSOR FOR VAULT ICE STORAGE, AND (1) LOW TEMP COMPRESSOR FOR VAULT FREEZER STORAGE. e157 r, tpLL�;�f. �fpi l :3r kk ARCHITECTURE 6. INSTALLATION REQUIREMENTS 1. SCOPE ENGINEERING INTERIOR DESIGN 6.1 REFRIGERANT PIPING 1.1 HEREAFTER IN THIS SPECIFICATION, THE WORD 'MECHANICAL CONTRACTOR" SHALL REFER TO THE PROJECT MANAGEMENT 6.1.1 ALL SUCTION LINE PIPING SHALL BE SEALED REFRIGERANT GRADE, TYPE L, HARD DRAWN. THE PURCHASE THE EQUIPMENT AND ARRANGE TO HAVE THAT EQUIPMENT DELIVERED TO THE STORE SITE. THE LIQUID LINE PIPING SHALL BE SEALED REFRIGERANT GRADE, TYPE C, HARD DRAWN ON ALL MAIN RUNS. AA 003420 THE SHORT SECTION OF TUBING BETWEEN THE MAIN LIQUID LINE AND EXPANSION VALVE SHALL BE SOFT CA 8660 Y<I DRAWN REFRIGERANT TUBING. .F 6.1.2 ALL HORIZONTAL TUBING RUNS SHALL BE SLOPED TOWARD THE COMPRESSOR, AND/OR "P' EXACT LOCATIONS OF EQUIPMENT WILL BE DETERMINED BY THE FLOOR PLAN AND MEASUREMENTS AT THE 604 COURTLAND STREET TRAP 1 INCH PER 20 FEET. ALL VERTICALLY RUN SUCTION LINES SHALL BE P -TRAPPED AT THE BASE OF SUITE 100 EACH SUCTION RISER OF 4 FEET OR MORE TO ENHANCE OIL RETURN TO THE COMPRESSOR, AND SHALL BE OWNERS DIVISION CONSTRUCTION MANAGER. ORLANDO, FLORIDA 32804 P -TRAPPED FOR EACH 20 FEET SECTION OF RISER. PH 407.645,5008 6.1.3 ONLY SILVER BASE SOLDER (15% SILVER) SHALL BE USED FOR THIS INSTALLATION. 2. CODE REQUIREMENTS FX 407,629,9124 2.1 6.1.4 REFRIGERANT PIPING IN THE WALK-IN SHALL BE STRAPPED TO ASSURE PIPING SUPPORT. THIS STRAPPING SHALL BE COPPER. IF NON -COPPER STRAPPING IS USED, IT SHALL BE LINED WITH AN AND ALL MODIFICATIONS REQUIRED BY THE INSPECTING AUTHORITY SHALL BE MADE BY THE MECHANICAL SEAL; INSULATING MATERIAL TO PREVENT BI -METALLIC ELECTROLYSIS. REFER TO MANUFACTURER'S ®���� INSTALLATION MANUAL FOR RECOMMENDED PIPE SUPPORT SPACING. CIRCUMSTANCES, SHALL BE CALLED TO THE ATTENTION OF THE DIVISION CONSTRUCTION MANAGER. 6.2 REFRIGERANT LEAK TESTING 3. GUARANTEE 6.2.1 AFTER ALL REFRIGERANT TUBING IS CONNECTED, THE ENTIRE SYSTEM,, INCLUDING THE 3.1 MECHANICAL CONTRACTOR SHALL GUARANTEE THAT THE UNIT HAS BEEN INSTALLED PROPERLY.Lai CONDENSING UNIT, SHALL BE PRESSURIZED TO 150 PSIG WITH A MIXTURE OF APPROPRIATE REFRIGERANT AND DRY NITROGEN. ALL CONNECTIONS, BOTH FLARED AND SOLDERED, SHALL BE THOROUGHLY 3.2 MECHANICAL CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION TO THE EQUIPMENT CHECKED WITH AN ELECTRONIC OR HALIDE LEAK DETECTOR. ALL LEAKING SOLDER CONNECTIONS SHALL01 BE DISASSEMBLED, CLEANED AND RE -SOLDERED. 3.2.1 MODEL NUMBER OF THE UNIT 6.3 EVACUATION ������ 3.2.2 SERIAL NUMBER OF THE UNIT �893Y9110 6.3.1 THE COMPLETE SYSTEM SHALL BE EVACUATED WITH A VACUUM PUMP. THE REFRIGERATION COMPRESSOR SHALL NOT BE USED TO EVACUATE THE SYSTEM. 3.2.3 DATE OF INSTALLATION 6.3.2 THE COMPLETE SYSTEM, TO INCLUDE THE CONDENSING UNIT, SHALL BE EVACUATED A 3.2.4 DETAILED ACCOUNT OF THE PROBLEM, DIAGNOSIS, AND REPAIR WORK REQUIRED MINIMUM OF THREE TIMES. THE VACUUM SHALL BE BROKEN THE FIRST AND SECOND TIME AT 500 MICRONS USING APPROPRIATE REFRIGERANT. THE THIRD VACUUM SHALL BE BROKEN BY THE CHARGING 3.2.5 PARTS REQUIRING REPLACEMENT CONSULTANT: REFRIGERANT. 3.2.6 STORE NUMBER AND ADDRESS 6.4 SUCTION LINE INSULATION 3.3 6.4.1 THE MAIN SUCTION LINE INSIDE THE COOLER (VAULT) TO INCLUDE THE "P" TRAP, THE VERTICAL INSPECTION AND APPROVAL FROM INSPECTION AUTHORITIES HAVING JURISDICTION. SUCTION RISER, ALL ABOVE ROOF SUCTION PIPING SHALL BE INSULATED WITH 1/2" WALL ARMAFLEX OR ITS EQUIVALENT. ALL JOINTS SHALL BE PROPERLY SEALED WITH APPROVAL BY INSULATION MANUFACTURER'S 4. INSTALLATION REQUIREMENTS ADHESIVE OR SEALANT. 4.1 GENERAL 6.5 CONDENSATE DRAIN LINES 4.1.1 THE EQUIPMENT FROM VARIOUS MANUFACTURERS IS CONFIGURED SIMILARLY WITH MINOR 6.5.1 CONDENSATE DRAIN LINE MATERIAL SHALL BE 1" O.D. HARD DRAWN COPPER TUBING. MECHANICAL CONTRACTOR SHALL INSTALL NEAT TRACE IN LOW TEMP SECTION OF VAULT. REF ELECTRICAL SIMILAR FOR EACH MANUFACTURER'S EQUIPMENT. SPECIFICATIONS SECTION 3.5.12 FOR HEAT TRACE REQUIREMENTS. 4.2 RETAIL REFRIGERATION EQUIPMENT 6.5.2 THE LINES SHALL BE CAPABLE OF BEING OPENED AS CLOSE TO THE EVAPORATOR DRAIN AS POSSIBLE TO ALLOW EFFECTIVE CLEANING. 4.2.1 INSTALLATION INSTRUCTIONS 6.5.3 THE DRAIN LINE SHALL BE TRAPPED ON A VERTICAL SLOPE PRIOR TO REACHING THE PARTS REQUIRED: ' RECEIVING FLOOR DRAIN OR PIT (WHICHEVER IS ALLOWABLE UNDER LOCAL CODES). 1. R404A REFRIGERANT: UP TO 15LBS 4 OZ PER CONDENSER. 6.5.4 THE DRAIN LINE SHALL HAVE A DEFINITE SLOPE AWAY FROM THE EVAPORATOR OR DRAIN 2. WALL MOUNTED ELECTRICAL JUNCTION BOX WITH STRAIN RELIEF PITWHICHEVER IS ALLOWABLE UNDER LOCAL CODES . THE, DRAINS FROM THE EVAPORATORS SHALL BE 3. 50 FEET (MAX) OF ELECTRICAL CONDUIT WITH MINIMUM AWG 22 STRAND 7X30 WIRE. JOINED TO MAIN DRAIN LINE WHICH SHALL RUN TO A DRAIN LOCATION SHOWN ON THE MECHANICAL PLAN 4. MOUNTING HARDWARE FOR JUNCTION BOX BRACKETS, CLAMPS AND REMOTE CONDENSER. AND SHALL BE FIRMLY SUPPORTED WITH STRAPS AT LEAST EVERY SIX FEET ALONG THE DRAIN RUN. CONTENTS OF KIT: 6.6 SYSTEM SET-UP 1. REMOTE CONDENSER 6.6.1 THE OIL LEVEL IN THE COMPRESSOR SIGHT GLASS SHALL BE BETWEEN 1/3 AND 1/2 FULL AT 2. FLEXIBLE LINE SET ALL TIMESFOR SEMI -HERMETIC COMPRESSORS ONLY. HERMETIC COMPRESSORS DO NOT HAVE OIL SIGHT 3. QUICK DISCONNECT FITTINGS - (4. 50 FEET OF 3 8" INSULATED LINE SET GLASS). / 5. 50 FEETOF5/8" INSULATED: LINE SET 6.6.2 THE PROPER AMOUNT OF REFRIGERANT SHALL BE CHARGED INTO THE SYSTEM WITH THE 6. COPPER ELBOW FITTINGS COMPRESSOR OPERATING AT THE PROPER HEAD PRESSURE (SEE MANUFACTURER'S SPECIFICATIONS). 7. MOUNTING STRUT AND CLAMPS 8. JUMPER FOR ELECTRICAL CONNECTION 6.6.3 ONLY SUNISO-3GS OIL SHALL BE USED ION THE MEDIUM TEMP SYSTEMS AND MOBIL EAL ARCTIC 22 CC OIL SHALL BE USED W THE LOW TEMP SYSTEMS. INSTALLATION INSTRUCTIONS: 6.6.4 THE THERMOSTATIC EXPANSION VALVE SUPERHEAT IS CONTROLLED BY THE BEACON 1. UNPACK CONDENSER MICRO -PROCESSOR BOARD AND IS FACTORY SET AT 8 DEG. THE MECHANICAL CONTRACTOR SHALL CHECK 2. CONDENSER INSTALLATION THE SUPERHEAT AT THE COMPRESSOR TO ENSURE THE COMPRESSOR SUPERHEAT MEETS THE 3. REFRIGERATION LINE INSTALLATION COMPRESSOR MANUFACTURER'S GUIDELINES. THE MECHANICAL CONTRACTOR MAY HAVE TO ADJUST 4. ELECTRICAL CONNECTIONS SUPERHEAT AT BEACON BOARD TO CORRECT INCORRECT SUPERHEAT READINGS AT THE COMPRESSOR. 5. FBD UNIT INSTALLATION 6. REFRIGERANT CHARGING ° START U BEACON MICRO- . � 7. UNIT A P - - 6.6.4.1. THE WALK-IN COOLER AND FREEZER THERMOSTATS - ARE A PART OF THE B I - c PROCESSOR SYSTEM AND ARE FACTORY MOUNTED. THE MECHANICAL CONTRACTOR SHALL PROGRAM THE BEACON II BOARDS AS FOLLOWS: INSTALLATION: W COOLER TEMPERATURE SETPOINTS: 1, UNPACK CONDENSER: CAREFULLY UNPACK -THE-CONDENSING UNIT: VAULT- - VAULT COOLER: +38' F 2. CONDENSER A INSTALLATION: INSTALL THE REMOTE CONDENSER ACCORDING TO THE c VAULT ICE: +20' F DOCUMENT INSTALL AND MAINTENANCE . DATA" PROVIDED WITH THE CONDENSER. o VAULT FREEZER: 0' f OTHER REFRIGERATION EQUIPMENT TEMPERATURE SETPOINTS: 4.2.2 ICE MAKER (PIPED TO THE HEATCRAFT FLEXPACK UNIT. PRECHARGED REFRIGERANT SANDWICH CASE: 432' F LINE SET FURNISHED BY THE ICE MAKER MANUFACTURER.) z CONDIMENT STATION: +38' F o ICE CREAM CASE: -10' F ICED COFFEE CREAM DISPENSER: +38' F LINE SET FURNISHED BY THE MECHANICAL CONTRACTOR.) o UNDERCOUNTER REFRIGERATED STORAGE: +38' F c BACKROOM FREEZER: +10' F 4.2.4 SLURPEE (PIPED TO THE._HEATCRAFT FLEXPACK UNIT. PRECHARGED: REFRIGERANT w LINE SET FURNISHED BY THE SLURPEE MANUFACTURER.) 6.7 PENETRATIONS 4.3 CONDENSATE DRAIN _ c NO DATE REMARKS 6.7.1 ALL OPENINGS THROUGH THE WALK-IN PANELS REQUIRED FOR HANGERS, CONDENSATE DRAIN LINES, STRAPPING AND REFRIGERANT PIPING SHALL BE SEALED EXTERIOR AND INTERIOR BY THE 4.3.1 REVISIONS MECHANICAL CONTRACTOR TO PREVENT MOISTURE FROM ENTERING THE INSULATION, AND TO MAINTAIN THE WALK-IN VAPOR BARRIER. 6.7.2 THE MECHANICAL CONTRACTOR SHALL SEAL OFF ALL PASS-THROUGH OPENINGS CONNECTION SHALL BE FULL SIZE OF THE EQUIPMENT DRAIN CONNECTION SERVED. o REQUIRED FOR REFRIGERANT TUBING IN ACCORDANCE WITH REQUIREMENTS STATED ON MECHANICAL PLAN. 4.4 UNIT START UP AND CHECKOUT o 0 c 7. ELECTRICAL 4.4.1 C PACKAGED WITH EACH PIECE OF EQUIPMENT WHEN DELIVERED TO THE STORE. ° 7.1 ALL PROVISIONS FOR WIRING (LINE VOLTAGE AND BEACON LOW VOLTAGE) SHALL BE BY THE ELEVEn ELECTRICAL CONTRACTOR. FINAL BEACON LOW VOLTAGE WIRING CONNECTIONS SHALL BE BY THE 5. MECHANICAL CONTRACTOR RESPONSIBILITIES z MECHANICAL CONTRACTOR. 5.1 REMOVE ALL CRATING FROM PREMISES. o 8. MECHANICAL CONTRACTOR CLEAN-UP RESPONSIBILITIES 5.2 IMMEDIATELY. MAKE REPAIRS ONLY WHEN AUTHORIZED TO DO SO. a 8.1 REMOVE ALL CRATING FROM PREMISES. z 5.3 OR CODES. 8.2 REMOVE ALL LABELS AND CLEAN CONDENSING SURFACES IF REQUIRED, AND STRAIGHTEN CONDENSING COIL FINS IF REQUIRED. 5.4 REQUIRED MODIFICATIONS. 8.3 TOUCH-UP AND REPAIR PAINT AS REQUIRED.w 5.5 HAVE BEEN FAMILIAR. 6. ELECTRICAL 7 -ELEVEN ST c 6.1 CONTRACTOR. FINAL CONNECTIONS SHALL BE BY THE MECHANICAL CONTRACTOR FOR LOW VOLTAGE. C 6.2 ALL ELECTRICAL POWER SUPPLY WIRING SHALL BE BY ELECTRICAL CONTRACTOR. c w 6.3 UNITS) SHALL BE BY THE ELECTRICAL CONTRACTOR. ° 4955 CR. 46A c SANFORD, FL 32746 } 0 v c W c PROJECT NO: 2013.0266 z DATE: APRIL 28, 2014 g a C Z 0 N 0 REFRIGERATION = SPECIFICATIONS 0 c a 0 CHECKED: GAB DRAWN: SH x EXTERNAL DUCT WRAP INSULATION GALVANIZED STEEL; DUCTWORK t � BUTT INSULATION TO FACE OF DUCT TRUNK AND CLAMP w/ DRAWBAND COUNTER FLASHING o SEALER INSTALL DUCTWORK w/ SEALER, 18 GA. GALV. STORM COLLAR . sr4 * . < ., SHEETMETAL BAND AND (3) #8 2" , - , SHEETMETAL SCREWS EQUALLY BUILT-UP 4 / �� t� SPACED. " ROOFING II e 9 MIN. FLOW 1\ SPIN -IN BELLMOUTH COLLAR w/ ' N MANUAL VOLUME DAMPER 3" MIN. 2" MIN'' INSULATION ADHESIVE ALL AROUND £# 18 GA. GALV. VENT SIZE IN ACCORD. W/ EQUIP. MANUFACTURES 01 REQUIREMENTS AND LOCAL -� CODES 2 . 1 EXHAUST VENT THRU ROOF NTS (DCONNECTION����DUCT FITTING DETAIL NTS F la. 'F.-: N „�_ t g,- w . _- z =-. _._ 2 _ M AL>STRAP 5 MAXIMUM , ET ri MI I U N M M. . n n s 2 8 _r.: � � .. _ :. _ _ - x 1 22 GA. GALV. -.. .. .__ EEL HANGS .: G R STRAP S _1 2 PER 00 0 SU 0 PP. RT. SPACING. NOTES: SELF TAPPING SCREW WITH LOCKING WASHER, 1 1/2"x1 1/2"x1/8" 22 G PREVENT BENDING OF GALV. STEEL ANGLE 1.) DUCT SHOULD EXTEND STRAIGHT FOR SEVERALSTRAP AT THE 90' BEND INCHES FROM A CONNECTION BEFORE BENDING. SIZE BOLTS 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR FOR LOAD 2" X 1 8" 22 GA. GALV. CAUSE OUT OF ROUND SHAPE. STEEL HANGER STRAP TRAPEZE HANGER UPPER ATTACHMENT - TYP. LOWER ATTACHMENT TYP. b TYPICAL DUCT HANGING DETAIL NTS ■ ROOF EQUIP, RESTRAINT BRACKET o HVAC UNIT BASERAIL G NOA APPROVED STRAP. ° (7) #10 TEK SCREWS PER RESTRAINT BRACKET. 2" O.C. SPACING HOLDING (7) #10 TEK SCREWS PER RESTRAINT BRACKET. RESTRAINT BRACKET LD CURB = 2" O.C. SPACING HOLDING HOVC UNIT TO RESTRAINT BRACKET M MIN. 18 GAUGE GALV. SHEET METAL CURB WITH ALL JOINTS WELDED—NRCA APPROVED -FABRICATE Z PRIME GALV. STTL 14 GA. (0.07" MIN.) TO MATCH SLOPE OF STEEL SUCH THAT TOP OF CURB WALL EITH FY -33,000 PSI (MIN.) CURB IS LEVEL AND THE MIN. HEIGHT NOTED IS THE LOWEST EDGE POINT ROOF WORK BY ROOFING CONTRACTOR RIDGED INSULATION—THICKNESS TO MATCH BLOCKING TOP OF STEEL ELEVATION VARIES WITH SLOPE SECURE CURB TO STRUC L ROOF FRAME RIGID INSULATION AND METAL DECK TO 4" MIN. (16) 1/20 A307 THFCUGHBOLTS PER CURB BE REMOVED TO ACCOMMODATE ROOF FOR ALL UNITS SIZES, MI (5) ON EACH CURB CURB OPENING LONG SIDE AND MIN (3) ON EACH CURB SHORT STRUCTURAL ROOF OPENING FRAME SIDE O9 TYPICAL EQUIPMENT TIE DOWN DETAIL NTS A THREADED CAP WITH 1/4' DIA. HOLE ------------------ DRILLED IN TOP COOLING COIL 3/8" STEEL ROD W/THREADED ENDS ARCHITECTURE ' THREADED VIBRATION (TYP. 4 PLACES) SUPPORT FROM ENGINEERING i 1 i g STRUCTURE ABOVE AS REQUIRED.- -------- --------- �� SLOPE TO CAP ISOLATORS INTERIOR DESIGN DRAIN (COORDINATE W/STRUCT.) PROJECT MANAGEMENT ------------- ----------- ALUMINUM HOOD DRAIN 4" MIN. PAN 2'-0" AA 003420 --�-- PLAN v SEE PLAN FOR CA 8660 „ ROUTING 6 REMOVABLE TOP (WATER TIGHT) BACKDRAFT PER 604 COURTLAND STREET FASTEN WITH SELF TAPPING 4" MIN. — �l SUITE 100 — SCREWS #316 S.S. ----------------------- ORLANDO, FLORIDA 32804 ,- ff ll PH 407.645.5008 MIN. FX 407.629.9124 ff ff AIR FLOW 12" MIN. 10 _� ---�----------� �. SELF FLASHING ALUMINUM LINE SIZE UNION SEAL: CURB (CANT BY OTHERS) EQUAL TO DRAIN -TRAP® -x �'�✓Ir/� PAN CONNECTION�� 'o •3,,� > DEEP SEAL P ROUTE AS INDICATED @�a� TO SUIT ROOF ON DRAWINGS. .. a �; • '�� Y. NOTE. CONTRACTOR SHALL CEILING MOUNTED O 3 W FOAM FILL AROUND ALL AIR FLOW �) _ ; PIPING AT OPENING OF SECTION A SECTIO B ©:• CURB. v d 3 REFRIGERANT PIPING CURB DETAIL NTS 4 CONDENSATE P -TRAP DETAIL 5 CABINET EXHAUST FAN DETAIL NTS NTS',. o ■ DUCT WRAP INSULATION SHT. MTL. ELBOW REQUIRED • ... �•` 'L"z. ... .,.-.^^:�•.t"`+...: `iii-r"+� ":.^ ." _ _ , LOCKABLE UAD : - CONSULTANT: RANT DAMPER � . . _ .. , Q _ :, y, v . LOCATION `WHERE DAMPER WOULD _ FLANGED/ , MAIN "DUCT- N GASKETED TAKE OF S - F WITH T TAKE- OFF, - BE INACCESSIBLE A TO S.A. MAIN �... OPPOSED BLADE -(FLAGGED):- - PROVIDE .DAMPERi� W 3 EXTENDED SHAFT HANDLE AND COLLAR HARD PIPE ONLY .:. 45' INSULATED ROUND DUCT FLEXIBLE DUC " TWORK, 60 MAX. SECURELY TAPE VINYL FLEX DUCT LOCATED AT DIFFUSER ELBOW ' ENTIRE SYSTEM ;TO; BE ,,FULLY w NOTE. DAMPER HANDLE TO TO SHT. MTL W MIN. OF 2 INSULATED WITH ALL- JOINTS TAPED ADJUSTABLE ELBOWS / O (TYP. OF ALL S.A. DEVICES) , . BRANCH DUCT f BE INSTALLED MAXIMUM OF CONTINUOUS WRAPS OF DUCT WITH REINFORCED FOIL:TAPE: BALANCING DAMPER 5'-0" ABOVE CEILING. TAPE. STRAP CLAMP OVER FLEX DUCT WRAP INSULATION _ " BD. WHERE INDICATED DUCT INSULATION MAIN DUCT L=W/4 (4 MIN.) ;. / \ / \ / (BD.) NS CATION &VINYL TO SHT. ORANGE MARKER TAPE HARD DUCT ELBOW RADIUS 1 1 2 ON:DRAWING. MINIMUM MTL. TAPE INSULATION TO DUCT ATTACHED TO DAMPER TO " OF'1 DUCT DIA. FROM TO FORM A GOOD SEAL DUCT SIZE OR 12. LONG HARD PIPE, IDENTIFY LOCATION :e_......: - MAIN_ DUCT . . (TYP. OF ALL S.A. DEVICES UNLESS :..... L, INSULATED FLEXIBLE BUTT DUCT INSULATION FIRMLY OTHERWISE NOTED) REF. PLANS FOR SPIN—IN FITTINGS PROVIDE :VOLUME DAMPER, , :: , CONNECTION5 FT. AGAINST DIFFUSER BODY. PULL AT BRANCH TAKE OFF. RUNOUT SIZES (MAX.( ) SQUARE TO ROUND TRANSITION W/ SCOOPS ARE VAPOR BARRIER DOWN AND CLAMP ya (AS REQUIRED) �O NOT ACCEPTABLE SHEET METAL BAND WITH DRAWBAND. FACTORY INSULATED DIFFUSER { 1 AND (3) #8 SHEET .' METAL SCREWS 1 BLANKET INSULATION. LAY _ OVER ENTIRE BACK OF DIFFUSER1 t ` GYP. BD. BODY. LAY—IN CEILING BY CEILING GENERAL TRADES w .......... " CONTRACTOR —__ - - - SUPPLY AIR DEVICE ` W GYP. BD. PERIMETER BRACKET CEILING TILE (ADJUST PER PLAN) SECURED TO FRAMING. COLOR TO NOTE: FLEXIBLE DUCT FOR LEO INSTALLATION SIMILAR FOR GYP. BOARD CEILING MATCH DIFFUSER OR CEILING. CEILING T -BAR AT CEILING TILE L = W/4, 4" MIN * 45' LEAD IN •FINAL CONNECTION ONLY: SUPPORTED BY RUNNERS. 6'-0" MAX LENGTH. 7 CONNECTION DIFFUSER DETAIL NTS 8 RECTANGULAR BRANCH CONNECT NTS PROVIDE STAINLESS PIPE CLAMP 11 RUBBER INSULATORn i VERTICAL 1/4 X 2 SAMMY 3/8" ALL THREAD ANCHOR, .� TYP OF 2 0 0 STAINLESS SCREW (TYP) c , �---ADJUSTABLE THREADED ROD I ADJUST HEIGHT AS = REQUIRED. _ STANDARD DUTY FOR PROVIDE LOCK = MOUNTING TO ROOF. NUT - o (COORDINATE WITH ROOFING DUCT g 3/8" HEX z CONTRACTOR) CUSH—A-CLAMP NUT, TYP FIRMLY CLAMPED TO 3/8" ALL N PIPE, TYP THREAD ROD SUPPLY 3/8" HEX 0 REGISTER NUT, TYP C U� LZ 0 w c 3/8" CHANNEL NUT 1 5/8" x 1 5/8" w NO DATE REMARKS —, WITH SPRING GALVANIZED UNISTRUT IF REQUIRED BY CODE ADHERE PIPING INSULATION REVISIONS SUPPORT PAD TO ROOF I PROVIDE 1/2n RUBBER WALK NOTES: AS PER SPECS. MEMBRANE AS DIRECTED BY , ROOFING MANUFACTURER PAD UNDER PIPE SUPPORT. 1 WHERE MANUFACTURER'S INSTALLATION INSTRUCTIONS EXCEED THE 0 l 0 CONDENSATE PIPE SUPPORT DETAIL NTS � r 1 REQUIREMENTS OF THIS DETAIL, THEY SHALL BE FOLLOWED. 1 l SIDEWALL SUPPLY REGISTER DETAIL NTS a � 12 REFRIGERANT LINE SUPPORT NTS e PROVIDE 1"X1/8" STEEL STRAP AT ALL CORNERS & NOT TO EXCEED 4'-0" 0/C EACH ANCHORED W/ 4 #12 BY 3" LONG GALV. SCREWS TO ROOF CURB & W/ 4 #12 BY 1 LONG SCREWS TO RTU. THROUGH BOLT RTU TO CURB WITH 3/8" BOLTS, ONE AT EACH CORNER. FACTORY CURB: NRCA APPROVED, 16 GAUGE, SQUARE WITHIN 1/8" ON DIAGONAL MEASUREMENT, WITH A MINIMUM OF 8" ABOVE TOP OF ROOF, WHEN IN DOUBT PROVIDE 18" OR GREATER CURB. GASKET AND SILICONE SEALING PRESSURE—TREATED WOOD NAILER STRIP COUNTER FLASHING STRIP 8n a 1" RIGID INSULATION c 7-ELEVEIN' STORE MIN. � , 3" CANT STRIP ROOFING MEMBRANE c w o x =°h 4955 CR. 46A SANFORD, FL 32746 ,_ A's" �£ �., 0 w c PROJECT NO: 2013,0266 DATE: APRIL 28, 2014 z a PROVIDE 4X4X1/4" ANGLES z WELDED BETWEEN BAR JOIST FOR THROUGH BOLTING ROOF STRUCTURALCURB. USE 3/8" GALV. STEEL oa 0 STEEL JOIST BOLTS SPACED 1 BOLT AT EACH CORNER AND 1 BOLT 0 MECHANICAL DETAILS G AT MID POINT OR 2 FT O.C. 13 ROOF CURB SUPPORT MAx. NTS o CHECKED: GAB DRAWN: SH 22 GA. GALV. STEEL DUCTWORK NOTES: SELF TAPPING SCREW WITH LOCKING WASHER, 1 1/2"x1 1/2"x1/8" 22 G PREVENT BENDING OF GALV. STEEL ANGLE 1.) DUCT SHOULD EXTEND STRAIGHT FOR SEVERALSTRAP AT THE 90' BEND INCHES FROM A CONNECTION BEFORE BENDING. SIZE BOLTS 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR FOR LOAD 2" X 1 8" 22 GA. GALV. CAUSE OUT OF ROUND SHAPE. STEEL HANGER STRAP TRAPEZE HANGER UPPER ATTACHMENT - TYP. LOWER ATTACHMENT TYP. b TYPICAL DUCT HANGING DETAIL NTS ■ ROOF EQUIP, RESTRAINT BRACKET o HVAC UNIT BASERAIL G NOA APPROVED STRAP. ° (7) #10 TEK SCREWS PER RESTRAINT BRACKET. 2" O.C. SPACING HOLDING (7) #10 TEK SCREWS PER RESTRAINT BRACKET. RESTRAINT BRACKET LD CURB = 2" O.C. SPACING HOLDING HOVC UNIT TO RESTRAINT BRACKET M MIN. 18 GAUGE GALV. SHEET METAL CURB WITH ALL JOINTS WELDED—NRCA APPROVED -FABRICATE Z PRIME GALV. STTL 14 GA. (0.07" MIN.) TO MATCH SLOPE OF STEEL SUCH THAT TOP OF CURB WALL EITH FY -33,000 PSI (MIN.) CURB IS LEVEL AND THE MIN. HEIGHT NOTED IS THE LOWEST EDGE POINT ROOF WORK BY ROOFING CONTRACTOR RIDGED INSULATION—THICKNESS TO MATCH BLOCKING TOP OF STEEL ELEVATION VARIES WITH SLOPE SECURE CURB TO STRUC L ROOF FRAME RIGID INSULATION AND METAL DECK TO 4" MIN. (16) 1/20 A307 THFCUGHBOLTS PER CURB BE REMOVED TO ACCOMMODATE ROOF FOR ALL UNITS SIZES, MI (5) ON EACH CURB CURB OPENING LONG SIDE AND MIN (3) ON EACH CURB SHORT STRUCTURAL ROOF OPENING FRAME SIDE O9 TYPICAL EQUIPMENT TIE DOWN DETAIL NTS A THREADED CAP WITH 1/4' DIA. HOLE ------------------ DRILLED IN TOP COOLING COIL 3/8" STEEL ROD W/THREADED ENDS ARCHITECTURE ' THREADED VIBRATION (TYP. 4 PLACES) SUPPORT FROM ENGINEERING i 1 i g STRUCTURE ABOVE AS REQUIRED.- -------- --------- �� SLOPE TO CAP ISOLATORS INTERIOR DESIGN DRAIN (COORDINATE W/STRUCT.) PROJECT MANAGEMENT ------------- ----------- ALUMINUM HOOD DRAIN 4" MIN. PAN 2'-0" AA 003420 --�-- PLAN v SEE PLAN FOR CA 8660 „ ROUTING 6 REMOVABLE TOP (WATER TIGHT) BACKDRAFT PER 604 COURTLAND STREET FASTEN WITH SELF TAPPING 4" MIN. — �l SUITE 100 — SCREWS #316 S.S. ----------------------- ORLANDO, FLORIDA 32804 ,- ff ll PH 407.645.5008 MIN. FX 407.629.9124 ff ff AIR FLOW 12" MIN. 10 _� ---�----------� �. SELF FLASHING ALUMINUM LINE SIZE UNION SEAL: CURB (CANT BY OTHERS) EQUAL TO DRAIN -TRAP® -x �'�✓Ir/� PAN CONNECTION�� 'o •3,,� > DEEP SEAL P ROUTE AS INDICATED @�a� TO SUIT ROOF ON DRAWINGS. .. a �; • '�� Y. NOTE. CONTRACTOR SHALL CEILING MOUNTED O 3 W FOAM FILL AROUND ALL AIR FLOW �) _ ; PIPING AT OPENING OF SECTION A SECTIO B ©:• CURB. v d 3 REFRIGERANT PIPING CURB DETAIL NTS 4 CONDENSATE P -TRAP DETAIL 5 CABINET EXHAUST FAN DETAIL NTS NTS',. o ■ DUCT WRAP INSULATION SHT. MTL. ELBOW REQUIRED • ... �•` 'L"z. ... .,.-.^^:�•.t"`+...: `iii-r"+� ":.^ ." _ _ , LOCKABLE UAD : - CONSULTANT: RANT DAMPER � . . _ .. , Q _ :, y, v . LOCATION `WHERE DAMPER WOULD _ FLANGED/ , MAIN "DUCT- N GASKETED TAKE OF S - F WITH T TAKE- OFF, - BE INACCESSIBLE A TO S.A. MAIN �... OPPOSED BLADE -(FLAGGED):- - PROVIDE .DAMPERi� W 3 EXTENDED SHAFT HANDLE AND COLLAR HARD PIPE ONLY .:. 45' INSULATED ROUND DUCT FLEXIBLE DUC " TWORK, 60 MAX. SECURELY TAPE VINYL FLEX DUCT LOCATED AT DIFFUSER ELBOW ' ENTIRE SYSTEM ;TO; BE ,,FULLY w NOTE. DAMPER HANDLE TO TO SHT. MTL W MIN. OF 2 INSULATED WITH ALL- JOINTS TAPED ADJUSTABLE ELBOWS / O (TYP. OF ALL S.A. DEVICES) , . BRANCH DUCT f BE INSTALLED MAXIMUM OF CONTINUOUS WRAPS OF DUCT WITH REINFORCED FOIL:TAPE: BALANCING DAMPER 5'-0" ABOVE CEILING. TAPE. STRAP CLAMP OVER FLEX DUCT WRAP INSULATION _ " BD. WHERE INDICATED DUCT INSULATION MAIN DUCT L=W/4 (4 MIN.) ;. / \ / \ / (BD.) NS CATION &VINYL TO SHT. ORANGE MARKER TAPE HARD DUCT ELBOW RADIUS 1 1 2 ON:DRAWING. MINIMUM MTL. TAPE INSULATION TO DUCT ATTACHED TO DAMPER TO " OF'1 DUCT DIA. FROM TO FORM A GOOD SEAL DUCT SIZE OR 12. LONG HARD PIPE, IDENTIFY LOCATION :e_......: - MAIN_ DUCT . . (TYP. OF ALL S.A. DEVICES UNLESS :..... L, INSULATED FLEXIBLE BUTT DUCT INSULATION FIRMLY OTHERWISE NOTED) REF. PLANS FOR SPIN—IN FITTINGS PROVIDE :VOLUME DAMPER, , :: , CONNECTION5 FT. AGAINST DIFFUSER BODY. PULL AT BRANCH TAKE OFF. RUNOUT SIZES (MAX.( ) SQUARE TO ROUND TRANSITION W/ SCOOPS ARE VAPOR BARRIER DOWN AND CLAMP ya (AS REQUIRED) �O NOT ACCEPTABLE SHEET METAL BAND WITH DRAWBAND. FACTORY INSULATED DIFFUSER { 1 AND (3) #8 SHEET .' METAL SCREWS 1 BLANKET INSULATION. LAY _ OVER ENTIRE BACK OF DIFFUSER1 t ` GYP. BD. BODY. LAY—IN CEILING BY CEILING GENERAL TRADES w .......... " CONTRACTOR —__ - - - SUPPLY AIR DEVICE ` W GYP. BD. PERIMETER BRACKET CEILING TILE (ADJUST PER PLAN) SECURED TO FRAMING. COLOR TO NOTE: FLEXIBLE DUCT FOR LEO INSTALLATION SIMILAR FOR GYP. BOARD CEILING MATCH DIFFUSER OR CEILING. CEILING T -BAR AT CEILING TILE L = W/4, 4" MIN * 45' LEAD IN •FINAL CONNECTION ONLY: SUPPORTED BY RUNNERS. 6'-0" MAX LENGTH. 7 CONNECTION DIFFUSER DETAIL NTS 8 RECTANGULAR BRANCH CONNECT NTS PROVIDE STAINLESS PIPE CLAMP 11 RUBBER INSULATORn i VERTICAL 1/4 X 2 SAMMY 3/8" ALL THREAD ANCHOR, .� TYP OF 2 0 0 STAINLESS SCREW (TYP) c , �---ADJUSTABLE THREADED ROD I ADJUST HEIGHT AS = REQUIRED. _ STANDARD DUTY FOR PROVIDE LOCK = MOUNTING TO ROOF. NUT - o (COORDINATE WITH ROOFING DUCT g 3/8" HEX z CONTRACTOR) CUSH—A-CLAMP NUT, TYP FIRMLY CLAMPED TO 3/8" ALL N PIPE, TYP THREAD ROD SUPPLY 3/8" HEX 0 REGISTER NUT, TYP C U� LZ 0 w c 3/8" CHANNEL NUT 1 5/8" x 1 5/8" w NO DATE REMARKS —, WITH SPRING GALVANIZED UNISTRUT IF REQUIRED BY CODE ADHERE PIPING INSULATION REVISIONS SUPPORT PAD TO ROOF I PROVIDE 1/2n RUBBER WALK NOTES: AS PER SPECS. MEMBRANE AS DIRECTED BY , ROOFING MANUFACTURER PAD UNDER PIPE SUPPORT. 1 WHERE MANUFACTURER'S INSTALLATION INSTRUCTIONS EXCEED THE 0 l 0 CONDENSATE PIPE SUPPORT DETAIL NTS � r 1 REQUIREMENTS OF THIS DETAIL, THEY SHALL BE FOLLOWED. 1 l SIDEWALL SUPPLY REGISTER DETAIL NTS a � 12 REFRIGERANT LINE SUPPORT NTS e PROVIDE 1"X1/8" STEEL STRAP AT ALL CORNERS & NOT TO EXCEED 4'-0" 0/C EACH ANCHORED W/ 4 #12 BY 3" LONG GALV. SCREWS TO ROOF CURB & W/ 4 #12 BY 1 LONG SCREWS TO RTU. THROUGH BOLT RTU TO CURB WITH 3/8" BOLTS, ONE AT EACH CORNER. FACTORY CURB: NRCA APPROVED, 16 GAUGE, SQUARE WITHIN 1/8" ON DIAGONAL MEASUREMENT, WITH A MINIMUM OF 8" ABOVE TOP OF ROOF, WHEN IN DOUBT PROVIDE 18" OR GREATER CURB. GASKET AND SILICONE SEALING PRESSURE—TREATED WOOD NAILER STRIP COUNTER FLASHING STRIP 8n a 1" RIGID INSULATION c 7-ELEVEIN' STORE MIN. � , 3" CANT STRIP ROOFING MEMBRANE c w o x =°h 4955 CR. 46A SANFORD, FL 32746 ,_ A's" �£ �., 0 w c PROJECT NO: 2013,0266 DATE: APRIL 28, 2014 z a PROVIDE 4X4X1/4" ANGLES z WELDED BETWEEN BAR JOIST FOR THROUGH BOLTING ROOF STRUCTURALCURB. USE 3/8" GALV. STEEL oa 0 STEEL JOIST BOLTS SPACED 1 BOLT AT EACH CORNER AND 1 BOLT 0 MECHANICAL DETAILS G AT MID POINT OR 2 FT O.C. 13 ROOF CURB SUPPORT MAx. NTS o CHECKED: GAB DRAWN: SH 9PIRIIVV IV_DG:fNVViLu m vviwvii, 11\JI(1L1- vvnvvii I... +.+.,...... ..........,.. f <_, _. .,. COMMUNICATION WIRING ONLY IF REQUIRED BY AHJ. ..; 002 Dol v O 'CABLE �'r= SIGNAGE/CANOPY LIGHTS PARKING LIGHTS _ .. DIAGRAM FOR 3. BEL DEN CABLE `NUMBERS ARE SHOWN ON WIRING D T REQUIREMENTS SHIELDING, PLENUM RATING, AWG, .EfC.). CONTRACTOR TO PROVIDE.. Ltg. Cantactor Ltg. Contactor Q A g _. - ..._ Elac T B Elac. Typ. _ By YP y BELDEN CABLE AS SHOWN, OR CONTACT BEST WIRE AND CABLE FOR. APPROVED ALTERNATE CABLE. CONTACT PATRICK HAMACK AT BEST WIRE AND CABLE (972) 3, _.,.-658—.9986" FOR QUESTIONS ABOUT CABLE REQUIREMENTS. ontl"o, 1, Pon el CF'= "l. 4. PROVIDE ALL FIELD WIRING BETWEEN HVAC AND REFRIGERATION EQUIPMENT AS TIMED SHOWN IN 3 EMS1.0 OVERRIDE 0 COORDINATE LOCATION WITH MECHANICAL. " - LIGHTING OVERRIDE SWITCH BUTTO N ® LIGHTING CONTACTOR WIRING DETAIL. REFER TO HUMIDITY SENSOR HUMIDITY 0 ., GCi w ar s as s OR ® SENSOR DATE: ,'APRIL 28, 2014 Iv �xs � z E M ek„ 3 0-5v O T F € i - 9PIRIIVV IV_DG:fNVViLu m vviwvii, 11\JI(1L1- vvnvvii I... +.+.,...... ..........,.. f <_, _. .,. COMMUNICATION WIRING ONLY IF REQUIRED BY AHJ. ..; 002 Dol v O 'CABLE �'r= SIGNAGE/CANOPY LIGHTS PARKING LIGHTS _ .. DIAGRAM FOR 3. BEL DEN CABLE `NUMBERS ARE SHOWN ON WIRING D T REQUIREMENTS SHIELDING, PLENUM RATING, AWG, .EfC.). CONTRACTOR TO PROVIDE.. Ltg. Cantactor Ltg. Contactor Q A g _. - ..._ Elac T B Elac. Typ. _ By YP y BELDEN CABLE AS SHOWN, OR CONTACT BEST WIRE AND CABLE FOR. APPROVED ALTERNATE CABLE. CONTACT PATRICK HAMACK AT BEST WIRE AND CABLE (972) 3, _.,.-658—.9986" FOR QUESTIONS ABOUT CABLE REQUIREMENTS. ontl"o, 1, Pon el CF'= "l. 4. PROVIDE ALL FIELD WIRING BETWEEN HVAC AND REFRIGERATION EQUIPMENT AS TIMED SHOWN IN 3 EMS1.0 OVERRIDE TLO INPUT HUMIDITY NMI Mdlli m 0 COORDINATE LOCATION WITH MECHANICAL. " - LIGHTING OVERRIDE SWITCH BUTTO N ® LIGHTING CONTACTOR WIRING DETAIL. REFER TO HUMIDITY SENSOR HUMIDITY 0 ., GCi w ar s as s OR ® SENSOR DATE: ,'APRIL 28, 2014 p � z E M 0 0-5v r i l EMS FIELD WIRING DIAGRAM NTS 0 a mod r ed tF! 0 -al -ft AAj. j,���,��//��� •w (�� /� tl r ? b A Ao-1 am 1VnuiTO�1C¢ _ mee 004 a Z N 551 00.4 rR •r aaa W4 LSWt Nd ars x -s BACnet lee N H N H Locate next to computer 120VAC V100 120VAC V100 By Elec By Elec TLO INPUT HUMIDITY NMI Mdlli m 0 COORDINATE LOCATION WITH MECHANICAL. " - LIGHTING OVERRIDE SWITCH REFER TO EMS 4/1.0 FOR TLO, HUMIDITY SENSOR AND ® LIGHTING CONTACTOR WIRING DETAIL. REFER TO HUMIDITY SENSOR EMS 1/1.0 FOR 'SMART CONTROLLER AND 0 ., EVAPORATOR WIRING DETAIL. w ar s as s OR ® WALL ABOVE WORK SURFACE OF WORKSTATION DATE: ,'APRIL 28, 2014 p � z E M 0 r i l EMS FIELD WIRING DIAGRAM NTS 0 a mod r ed tF! 0 -al -ft AAj. j,���,��//��� •w (�� /� tl r ? b A Ao-1 am 1VnuiTO�1C¢ 004 a Z N 551 00.4 rR •r aaa W4 LSWt Nd ars x -s BACnet lee N 24VAC H 0 0 0 4 LIGHTING CONTROLS CONNECTION DIAGRAM NTS r - — — — — — — — — — — — — — — — — — — — -- I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I 5 EMS CONTROL PANEL NTS ` TRAN$FQW,F;k TRkNa _QFNER; L 1,20\f 901VA AQUA O2 GAS/ELECTRIC RTU CONNECTION DIAGRAM NTS 5. INSTALL BACK—BOXES WITH CONDUIT STUB UP- FOR .HUMIDITY, TEMPERATURE AND KEYED ;NOTES 0 COORDINATE LOCATION WITH MECHANICAL. " - LIGHTING OVERRIDE SWITCH REFER TO EMS 4/1.0 FOR TLO, HUMIDITY SENSOR AND ® LIGHTING CONTACTOR WIRING DETAIL. REFER TO HUMIDITY SENSOR EMS 1/1.0 FOR 'SMART CONTROLLER AND 0 ., EVAPORATOR WIRING DETAIL. 0, LIGHTINGSWITCH. INSTALL ON BACK OVERRIDEW 3Q WALL ABOVE WORK SURFACE OF WORKSTATION DATE: ,'APRIL 28, 2014 LOCATED IN BACK ROOM. z E M 0 r :ENERGY MANAGEMENT _SYSTEM l EMS FIELD WIRING DIAGRAM NTS 0 CHECKED: RW DRAWN: WT; 5 EMS CONTROL PANEL NTS ` TRAN$FQW,F;k TRkNa _QFNER; L 1,20\f 901VA AQUA O2 GAS/ELECTRIC RTU CONNECTION DIAGRAM NTS 5. INSTALL BACK—BOXES WITH CONDUIT STUB UP- FOR .HUMIDITY, TEMPERATURE AND KEYED ;NOTES 0 COORDINATE LOCATION WITH MECHANICAL. " - LIGHTING OVERRIDE SWITCH REFER TO EMS 4/1.0 FOR TLO, HUMIDITY SENSOR AND ® LIGHTING CONTACTOR WIRING DETAIL. REFER TO HUMIDITY SENSOR EMS 1/1.0 FOR 'SMART CONTROLLER AND CARBON DIOXIDE SENSOR EVAPORATOR WIRING DETAIL. LIGHTINGSWITCH. INSTALL ON BACK OVERRIDEW 3Q WALL ABOVE WORK SURFACE OF WORKSTATION DATE: ,'APRIL 28, 2014 LOCATED IN BACK ROOM. rl(IJJCI.I ivvAiVi1\7CIVICI,\1I AA 003420 CA 8660 �. 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 CO2 SENSORS. DEVICES TO BE PROVIDED BY CARRIER AND AUTOMATED LOGIC CORPORATION (ALC). 6. PROVIDE FINAL INSTALLATION AND CONNECTION OF CONTROL WIRING TO: LIGHTING CONTROL SYSTEM INCLUDING OVERRIDE SWITCH, HVAC AND REFRIGERATION EQUIPMENT, HUMIDITY, TEMPERATURE AND CO2 SENSORS, AND EMS SYSTEM. 7. MOUNT AND PROVIDE POWER TO THE MAIN PANEL 8. ESTABLISH COMMUNICATION LINK BETWEEN THE MAIN PANEL AND BUILDING ETHERNET SWITCH. SYMBOL DESCRIPTION TLO LIGHTING OVERRIDE SWITCH S TEMPERATURE SENSOR H HUMIDITY SENSOR C CARBON DIOXIDE SENSOR SEAL: l �J%jjlI1111jill, elj 9. CONTACT THE EMS SYSTEM MANUFACTURER AT (800) 444-5169 AND PROVIDE e°J - STARTUP OF MAIN PANEL, LIGHTING CONTROLS, HVAC AND REFRIGERATION UNITS ��°�' CONSULTANT: I' i i w / LLL 1/ 611 %J 1 W1®11 - c 1 c C w cd 4955 CR. 46A c SANFORD, FL 32746 0 U C PROJECT NO: 2013:0266 DATE: ,'APRIL 28, 2014 Z C. c z E M 0 r :ENERGY MANAGEMENT _SYSTEM l EMS FIELD WIRING DIAGRAM NTS 0 CHECKED: RW DRAWN: WT; ri�i rrr r+�r.�r�rnic+nTr rnr�nn 4" GREASE WASTE, TO 750 GALLON GREASE TANK r � I0I 0e L____j =R, TO SEPTIC TANK n XAiA v PLUMBING SYMBOLS 88 SANITARY SEWER ew GREASE WASTE ------- DOMESTIC COLD WATER ---- DOMESTIC HOT WATER --- DOMESTIC HOT WATER RETURN —---FVV-- — FILTERED WATER NATURAL GAS CID CONDENSATE DRAIN ® — PLUMBING VENT HAMMER SIOUX UNION —� A C ELBOW - TURNED DOWN CHIEF ELBOW -TURNED UP 350 PSIG WORKING TEE - TURNED DOWN 34 83.001 (BOWL) 1/2 TEE - TURNED UP 4" BALL VALVE F SHUT-OFF VALVE IN VERTICAL LINE BACKFLOW PREVENTER FD FLOOR DRAIN ® FS FLOOR SINK ®-0 FCO FLOOR CLEANOUT ---0 YCO YARD CLEANOUT --- FPWH FREEZE PROOF WALL HYDRANT ®--�- HB HOSE BIBB WCO WALL CLEANOUT FOR LEFT/RIGHT HAND FLUSH LEVER TO COMPLY WITH ADA REQUIREMENTS. GAS PRESSURE REGULATOR VALVE GAS COCK SPECIALTY PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER MODEL DESCRIPTION NOTES WASTE VENT DESCRIPTION CONFORM TO PDI EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH WATER WH -201, ASSE 1010; FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR.12" WHA HAMMER SIOUX 652-A TEMP TO 250°F, MAX A ARRESTOR CHIEF WC 350 PSIG WORKING AMERICAN 34 83.001 (BOWL) 1/2 --- 4" PRESSURE RIM HEIGHT, FOR HANDICAPPED. PRESSURE ASSISTED 1.1 GPF. MOUNT CONTROLS ON RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STANDARD 41483.00 (TANK (TANK)(L) +/- 3°F UP TO 120°F, STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. TEMPERATURWITH SIDE OF TOILET. CONTRACTOR TO COORDINATE WITH FIXTURE SUPPLIER BUILT-IN CHECK 13. TMV E MIXING WATTS LFUMG-B- VALVES, BRASS FOR LEFT/RIGHT HAND FLUSH LEVER TO COMPLY WITH ADA REQUIREMENTS. VALVE PROVIDE PRESSURE REDUCING VALVE AND BACKFLOW PREVENTER AS BODY, AND COPPER SHOWN OR REQUIRED BY AHJ. VERIFY INVERT AND SLOPE OF INCOMING FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. THERMOSTAT. SANITARY SEWER BEFORE TRENCHING. 14. PROVIDE AND INSTALL V�,ATTS 8A VACUUM BREAKER ON ANY THREADED BRONZE PRIMER WALL -MOUNT WITH ZURN Z1231 CONCEALED ARM CARRIER, 4" CENTERS WITH CHROME EXTERIOR OR INTERIOR FAUCETS. BRENHAM VALVE WITH T&S MODEL EC -3103 MOTION ACTIVATED FAUCET, B -0199-03-N05 AERATOR (0.5 GPM). LAV REMOVABLE KOHLER K-1997-4 1/2" SIOUX 1 1/4" OPERATING PARTS FAUCET INCLUDES AC/DC CONTROL MODULE W/ INTEGRAL FLOW CONTROL SETTING, -- TRAP PRIMER CHIEF 695 INTEGRAL VACUUM FALL FOR ALL PIPE SMALLER THAN 3" DIAMETER AND 1/8" PER FOOT FALL TEMPERATURE CONTROL MIXING VALVE SET TO 105°F W/ INTEGRAL CHECK VALVES, 18" BREAKER,AND FOR PIPE 3"DIAMETER AND LARGER. 16. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE GASKETED ACCESS STAINLESS STEEL FLEXIBLE HOSES. INSTALL KOHLER BRENHAM SHROUD K-1998. REQUIREMENTS PER LOCAL AND NATIONAL CODES. CONTRACTOR'S 7. ALL SEWER PIPING BELOW SLAB TO BE 2" DIAMETER MINIMUM. COVER. RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON REDUCED REF ARCHITECTURAL DRAWINGS FOR ROUGH -IN ELEVATIONS. BRONZE BODY, WITH 8. PRESSURE SHUT-OFF VALVES, Y FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING RPZ BACKFLOW WILKINS 975XL STRAINER, AND TEST 1/2" 3" PREVENTER CONTRACTOR. NO.830AA FAUCET WITH INTEGRAL VACUUM BREAKER, NO.832- COCKS. 3" LIGHT DUTY DRAIN AAHOSE AND BRACKET, NO.1453BB FLOOR STRAINER AND NO. 899 -CC MOP HANGER WITH 7" SQUARE TOP, FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. NICKEL BRONZE RING SIOUX PVC BODY WITH ADA COMPLIANT, STAINLESS STEEL FIXTURE, BRASS FAUCET & P -TRAP. PROVIDED WITH FD FLOOR DRAIN CHIEF 832-36PNQ DRAIN AND 1 1/2" 1/2" 1 1/2" 1 1/2" STOP VALVES, FLEXIBLE SUPPLY RISERS, TRUBRO LAV GUARD 2 PROTECTIVE PIPE VENT. PROVIDED WITH 3" AND COVERS ON EXPOSED HOT WATER AND DRAIN LINES AND TEMPERATURE -ACTUATING STRAINER. MIXING VALVE & SET TO 105° F. WHITE PVC 12" X 12" FLOOR SINK WITH 3/4" FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING HEAVY DUTY PVC SIOUX HALF GRATE, FS FLOOR SINK CHIEF 861 SEDIMENT BUCKET. X 6"D HAND SINK (PRODUCTION LINE. PROVIDED WITH BRASS FAUCET SUPPLIER S2 HAND SINK SELECT STAINLESS PL -SHS -1 PROVIDED WITH 3" 1/2" 1 112" 1 112" PART #B-1146 & P -TRAP, INSTALL TRUEBRO LAV GUARD 2 PROTECTIVE PIPE COVERS DRAIN AND 1 1/2" VENT. ON EXPOSED HOT WATER AND DRAIN LINES, STOP VALVES AND TEMPERATURE - PVC BODY, ROUND ACTUATING MIXING VALVE & SET TO 105° F. HEAVY-DUTY CAST IRON TOP, FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. FCO FLOOR SIOUX 851 POLYPROPYLENE OR B 3" CLEANOUT CHIEF ABS PLUG, ADJUSTABLE TO P -TRAP AND STOP VALVES. FINISH SURFACE FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. DURA -COATED CAST IRON, BOX TYPE, CAST BRONZE, INTEGRAL VACUUM BREAKER -BACKFLOW PREVENTER, "T" FPWH WALL JOSAM 71000 DOUBLE -FLANGED --- YCO YARD SIOUX 834 HOUSING, AND B CLEANOUT CHIEF HEAVY-DUTY RENEWABLE SEAT, BRONZE OPERATING PARTS, 1" N.P.T. INLET, AND 3/4" H.P.T. OUTLET. SCORIATED DUCTILE FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING IRON COVER. THREADED, CONTRACTOR. BRASS THREADED SILLCOCK WITH FLANGE AND QUARTER -TURN HB HOSE BIBB MUELLER 108-054HN COUNTERSUNK --- --- --- OPERATION, 3/4" N.P.T. INLET, AND 3/4" H.P.T. OUTLET. PROVIDED WITH 25 FOOT BRONZE CLEANOUT WCO WALL SIOUX 873 PLUG. PROVIDE HOSE AND SPRAY GUN. MOUNT 24" AFF. CLEANOUT CHIEF DRILLED TAP FOR CENTER SCREW AND STAINLESS STEEL COVER. NOTES: A. SIZE PER MANUFACTURER'S RECOMMENDATION. B. CLEANOUT SHALL BE SAME.SIZE AS PIPE BEING SERVED. C. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON PLANS. ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT I� AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407,629.9124 SEAL; 0%1111������ a oa v 3: a � CONSULTANT: PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER MODEL CW HW WASTE VENT DESCRIPTION 2. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH AIR INTAKE. KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY RELATE TO FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR.12" CADET 11. INSTALL WATER PIPE ON INSIDE OF EXTERIOR WALL INSULATION TO ROUGH -IN, COLOR: WHITE AMERICAN STANDARD CADET OPEN FRONT SEAT, NO COVER. 17" WC WATER CLOSET AMERICAN 34 83.001 (BOWL) 1/2 --- 4" 2" RIM HEIGHT, FOR HANDICAPPED. PRESSURE ASSISTED 1.1 GPF. MOUNT CONTROLS ON RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STANDARD 41483.00 (TANK (TANK)(L) STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. SIDE OF TOILET. CONTRACTOR TO COORDINATE WITH FIXTURE SUPPLIER 13. 4142.801 (TANK)(R) 4. COORDINATE SEWER AND WATER CONNECTIONS WITH CIVIL AND AHJ. FOR LEFT/RIGHT HAND FLUSH LEVER TO COMPLY WITH ADA REQUIREMENTS. PROVIDE PRESSURE REDUCING VALVE AND BACKFLOW PREVENTER AS WITH GRAY MASTIC AND ENSURE OF NO WATER PENETRATIONS. SHOWN OR REQUIRED BY AHJ. VERIFY INVERT AND SLOPE OF INCOMING FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. SANITARY SEWER BEFORE TRENCHING. 14. PROVIDE AND INSTALL V�,ATTS 8A VACUUM BREAKER ON ANY THREADED WALL -MOUNT WITH ZURN Z1231 CONCEALED ARM CARRIER, 4" CENTERS WITH CHROME EXTERIOR OR INTERIOR FAUCETS. BRENHAM REFER TO RISER DIAGRAMS AND PLUMBING FIXTURE SCHEDULE FOR ALL T&S MODEL EC -3103 MOTION ACTIVATED FAUCET, B -0199-03-N05 AERATOR (0.5 GPM). LAV LAVATORY KOHLER K-1997-4 1/2" 1/2" 1 1/4" 1 1/4" FAUCET INCLUDES AC/DC CONTROL MODULE W/ INTEGRAL FLOW CONTROL SETTING, 6. SANITARY AND STORM SEWER PIPING SHOWN IS BASED ON 1/4" PER FOOT EQUIPMENT. FALL FOR ALL PIPE SMALLER THAN 3" DIAMETER AND 1/8" PER FOOT FALL TEMPERATURE CONTROL MIXING VALVE SET TO 105°F W/ INTEGRAL CHECK VALVES, 18" FOR PIPE 3"DIAMETER AND LARGER. 16. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE STAINLESS STEEL FLEXIBLE HOSES. INSTALL KOHLER BRENHAM SHROUD K-1998. REQUIREMENTS PER LOCAL AND NATIONAL CODES. CONTRACTOR'S 7. ALL SEWER PIPING BELOW SLAB TO BE 2" DIAMETER MINIMUM. RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON REF ARCHITECTURAL DRAWINGS FOR ROUGH -IN ELEVATIONS. DETAILS SUBMITTED FOR PERMITTING. 8. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES AND CLEAN -OUTS; FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING MS MOP SINK FIAT MSB -2424 112" 1/2" 3" 1 1/2" CONTRACTOR. NO.830AA FAUCET WITH INTEGRAL VACUUM BREAKER, NO.832- AAHOSE AND BRACKET, NO.1453BB FLOOR STRAINER AND NO. 899 -CC MOP HANGER FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. ADA COMPLIANT, STAINLESS STEEL FIXTURE, BRASS FAUCET & P -TRAP. PROVIDED WITH S1 HAND SINK --- -- 1/2" 1/2" 1 1/2" 1 1/2" STOP VALVES, FLEXIBLE SUPPLY RISERS, TRUBRO LAV GUARD 2 PROTECTIVE PIPE COVERS ON EXPOSED HOT WATER AND DRAIN LINES AND TEMPERATURE -ACTUATING MIXING VALVE & SET TO 105° F. FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. ADA COMPLIANT, CUSTOM WALL MOUNT 10" FRONT TO BACK X 14"W X 6"D HAND SINK (PRODUCTION LINE. PROVIDED WITH BRASS FAUCET SUPPLIER S2 HAND SINK SELECT STAINLESS PL -SHS -1 1/2" 1/2" 1 112" 1 112" PART #B-1146 & P -TRAP, INSTALL TRUEBRO LAV GUARD 2 PROTECTIVE PIPE COVERS ON EXPOSED HOT WATER AND DRAIN LINES, STOP VALVES AND TEMPERATURE - ACTUATING MIXING VALVE & SET TO 105° F. FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. S3 3 -COMPARTMENT SELECT STAINLESS SS -3131219-2D18 112" 112" 3" 2" PROVIDED WITH BRASS FAUCET SIMILAR TO ELKAY NO. LK -67C SWING SPOUT FAUCET, SINK P -TRAP AND STOP VALVES. FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. FREEZE -PROOF BOX TYPE, CAST BRONZE, INTEGRAL VACUUM BREAKER -BACKFLOW PREVENTER, "T" FPWH WALL JOSAM 71000 3/4" --- --- -- HANDLE, POLISHED FACE, HINGED LOCKING COVER, BRONZE WALL CASTING, HYDRANT RENEWABLE SEAT, BRONZE OPERATING PARTS, 1" N.P.T. INLET, AND 3/4" H.P.T. OUTLET. FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. BRASS THREADED SILLCOCK WITH FLANGE AND QUARTER -TURN HB HOSE BIBB MUELLER 108-054HN 3/4" --- --- --- OPERATION, 3/4" N.P.T. INLET, AND 3/4" H.P.T. OUTLET. PROVIDED WITH 25 FOOT HOSE AND SPRAY GUN. MOUNT 24" AFF. _ ALL FLOOR DRAINS AS SHOWN OR AS,REQUIRED BY AHJ. CONTRACTOR SHALL VERIFY REQUIREMENTS. 2 SANITARY RISER 114" = l' -o 1. NOTES APPLY TO ALL PLUMBING SHEETS. 10. INSTALL VTR -S, EXHAUST FANS, AND FLUES A MINIMUM S-0" FROM PARAPET OR OUTSIDE WALL AND 10'-0" MINIMUM FROM EQUIPMENT WITH OUTSIDE 2. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH AIR INTAKE. KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO 11. INSTALL WATER PIPE ON INSIDE OF EXTERIOR WALL INSULATION TO LACK OF THIS KNOWLEDGE. PREVENT FREEZING. 3. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL 12. WHEN DEEP FROST LOCATIONS ARE ENCOUNTERED, ROUTE SANITARY RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH LINES UNDER BUILDING AS MUCH AS POSSIBLE. STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 13. PROVIDE PVC SLEEVE FOR ALL COLD/HOT WATER FLOOR PIPE 4. COORDINATE SEWER AND WATER CONNECTIONS WITH CIVIL AND AHJ. PENETRATIONS. MAKE SLEEVE LARGE ENOUGH FOR INSULATION. SEAL PROVIDE PRESSURE REDUCING VALVE AND BACKFLOW PREVENTER AS WITH GRAY MASTIC AND ENSURE OF NO WATER PENETRATIONS. SHOWN OR REQUIRED BY AHJ. VERIFY INVERT AND SLOPE OF INCOMING SANITARY SEWER BEFORE TRENCHING. 14. PROVIDE AND INSTALL V�,ATTS 8A VACUUM BREAKER ON ANY THREADED EXTERIOR OR INTERIOR FAUCETS. 5. REFER TO RISER DIAGRAMS AND PLUMBING FIXTURE SCHEDULE FOR ALL PIPING AND PIPE SIZES NOT SHOWN ON PLAN. 15. ALL WATER SHUT-OFF VALVES SHALL BE "BALL LOCK" TYPE. PROVIDE SHUT-OFF VALVES AT EACH TERMINATION POINT OF ASSOCIATED 6. SANITARY AND STORM SEWER PIPING SHOWN IS BASED ON 1/4" PER FOOT EQUIPMENT. FALL FOR ALL PIPE SMALLER THAN 3" DIAMETER AND 1/8" PER FOOT FALL FOR PIPE 3"DIAMETER AND LARGER. 16. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER LOCAL AND NATIONAL CODES. CONTRACTOR'S 7. ALL SEWER PIPING BELOW SLAB TO BE 2" DIAMETER MINIMUM. RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR PERMITTING. 8. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES AND CLEAN -OUTS; AND NOT ABOVE AN ACCESSIBLE CEILING. 9. PROVIDE TRAP SEAL PRIMERS AND 1/2" COPPER TUBING CONNECTION TO _ ALL FLOOR DRAINS AS SHOWN OR AS,REQUIRED BY AHJ. CONTRACTOR SHALL VERIFY REQUIREMENTS. 2 SANITARY RISER 114" = l' -o 3/4" FW DN WALL TO COFFEE BREWERS AND UNDER SLAB TO CAPPUCCINO MACHINE WITH SHUT OFF VALVES FPWH� m --2'-0" AFG 1/2" FW CAPPED 3/4" FW DN TO POST MIX 3/4" FW DN TO SLURPEE FOR FUTURE USE WITH SHUT OFF VALVE MACHINES WITH SHUT ABOVE CEILING OFF VALVES 1/2" FW DN TO ICE MAKER ROUTE LINES TIGHT 1/2" DN TO LAV DN TO LAV, WITH SHUT VALVE TO EXTERIOR WALL HHBB AND WC T 3/4"o - 1/2"o HB — � — ��� — ._ — —'--- ��—�—� — � � — __�--- — �• � LAV WC°� =�' -� I FW FW It I FW FW / r rLf _. S1 3/4"o 1/2"a h 3/4" 1/2"� I_m r------ (o ---, .. 1/2" FW WITH SHUT OFF .._._ _... �_. _�� �... ,...�..�...e... _.� a 1 3 VALVE TO CAPPU(jCINO IILL` _ - MACHINE , I F 3/4"o V TO WATER FILTRATION SYSTEM, REF. 1/P2.0 a LL ell - LAV 3/4" CW DN TO - O S3, HB AND WC a 3/4" CW AND HW I S2 A DN TO HB I I AND LAV . •®br WC - m I t - i— 113, S1 2"o E• 3/4'0 (i •) I �06 1''o S2 S3 MS R I 1„ g i I. . WH, MOUNTABOVE � I I MS ON SUPPORT 1" TO �. PLATFORM, REF. WH j ARCH. SHEETS FOR i PLATFORM DETAILS WATER HEATER SCHEDULE OffERPLAN-4 MARK MANUF. MODEL ITANK SIZE KW V/PH I NOTES WH RHEEM ELDS52 1 47 1 9 208/3A, B, C ARCHITECTURE GENERAL INFORMATION (ALL UNITS): ENGINEERING 1. 120 DEG. F OUTLET TEMPERATURE. INTERIOR DESIGN NOTES: PROJECT MANAGEMENT A. PROVIDE AMTROL (OR EQUAL) EXPANSION TANK AND DRAIN PAN SIZED PER MANUFACTURER'S RECOMMENDATIONS. B. MOUNT WATER HEATER ON SUPPORT PLATFORM, REF. 2/P2.0. AA 003420 C. WIRED FOR SIMULTANEOUS OPERATION. CA 8660 I 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 I I SEAL; •." �y e® �y •••• eo' 61 a 0 `g a sl m 1" WATER SUPPLY WATER NEATERol ; SUPPLY PATCO UNIT AT MOP SINK AND THREE COMPARTMENT SINK_ I WITH BACKFLOW PREVENTION. c 0 W 3 PIPE SLEEVE DETAIL 3/4" = 1'-0" 0 ■ 1/2" 3/4" FW DN TO SLURPEE MACHINES WITH SHUT-OFF 1/2" 3/4" VALVES TO WATER 3/4" FILTRATION SYSTEM, REF. 1/2" FW DN TO ICE MAKER 1/2" 1/P2.0 WITH SHUT-OFF VALVE 3/4" FW DN TO POST MIX s WITH SHUT-OFF VALVE 1/2" FW CAPPED F N HB WC \ V, h FOR FUTURE USEI ABOVE CEILING TO 3/4" \ I • ` 3/4" FILTRATION WATER 1 , 3/4" i LAV 3/4" FW DN WALL TO WH SYSTEM, COFFEE BREWERS AND I 3/4 ( I FPWH REF 4/P1.1 UNDER SLAB TO o, CAPPUCCINO MACHINE i T 1!2" I 3/4" WITH SHUT-OFF VALVESI WHA � / I I 3/4" ` RPZ BACKFLOW MS TYP I ��� PREVENTER • �S / ^F� LAV HB i I 1<1-11S3 I 112" WC 1" DOMESTIC I 1/2" FW WITH SHUT-OFFS2 I WATER SERVICE VALVE TO COFFEE BREWER J FPWH 1/2" FW n/ITH SHUT-OFF S1 s1 VALVE TO CAPPUCCINO UNDER SLAB 111h MACHINE WATER RISER 1/4" = 1'-0" Li 7 -ELEVEN STORE #1030508 w ° 4955 CR. 46A c SANFORD, FL 32746 O U U c C PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 c 0 N @I PLUMBING WATER PLAN O PLUMBING SLAB PENETRATION PLAN 114° =,' -on 1 w z ti SEAL: 0 N _ SLAB PENETRATION _ c� C O C maw X93 0 � i >a w Q Z , y+ O PLUMBING SLAB PENETRATION PLAN 114° =,' -on 1 NO DATE REMARKS c w REVISIONS w _ U O 0 z R O w 0 z U O c 7 -ELEVEN c #1030508 c 0 4955 CR. 46A c SANF®RD, FL 32746 O U h w c w C PROJECT NO: 2013.0266 1 DATE: APRIL 28, 2014 z g w c w z ti 0 N _ SLAB PENETRATION _ c� C O C DRAWN: WT w Q Z NO DATE REMARKS c w REVISIONS w _ U O 0 z R O w 0 z U O c 7 -ELEVEN c #1030508 c 0 4955 CR. 46A c SANF®RD, FL 32746 O U h w c w C PROJECT NO: 2013.0266 1 DATE: APRIL 28, 2014 z g w c w z 0 N SLAB PENETRATION _ c� C CHECKED: RW DRAWN: WT PLUMBING SPECIFICATIONS COPPER PIPE: 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, 1. INTRODUCTION OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING 1.1 THE CONTRACTING FOR INSTALLATION OF PLUMBING SYSTEMS WILL BE INSULATION REQUIREMENTS) ACCOMPLISHED IN THE FIELD AT THE DIVISION LEVEL (IN CASE OF A CONFLICT PEX TUBING: NO INSULATION REQUIRED. BETWEEN THIS SPECIFICATION AND THE CONTRACT DOCUMENTS AND/OR WRITTEN OR VERBAL INSTRUCTIONS PROVIDED BY THE CONSTRUCTION MANAGER, EXCEPTION: FOR NON -RECIRCULATING HOT WATER SYSTEM, THE DIVISION'S INSTRUCTIONS SHALL PREVAIL). HEREAFTER IN THIS PROVIDE 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY SPECIFICATION, THE WORD "PLUMBING CONTRACTOR" SHALL REFER TO THE NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO INSTALLING PLUMBING CONTRACTOR AND "OWNER" SHALL REFER TO 7 -ELEVEN. opn\iinG A r nNiTINII ini is vopnR RARRIPP Rv rFRTAINTFFn n\A/FN.q_rnRNINC; OR CPVC BEVERAGE TUBING 3/4" REINFORCED PLASTIC LINE TO I 3/4'.FLEXIBLE SLURPEE ABOVE CEILING. PROVIDE CHECK ARCHITECTURE TUBING 10 FT VALVE CONFORMING TO ASSE 1022 ENGINEERING REQUIRED w I TERIOR DESIGN TAG SLURPEE PROJECT MANAGEMENT 3/4 BALL VALVE 3/4" 3/4" REINFORCED PLASTIC LINE TO AA 003420 POST MIX ABOVE CEILING. PROVIDE CHECK CA 8660 VALVE CONFORMING TO ASSE 1022 SET SURGE 604 COURTLAND STREET 1 SECONDARY BY-PASS TO BE TANK ON TAG POST MIX SUITE 100 INSTALLED ONLY WHEN SHELF ORLANDO, FLORIDA 32804 BOOSTER PUMP IS INSTALLED TAG ICE MAKER PH 407.645.5008 FX 407.629.9124 OPTIONAL BOOSTER PUMP, to 1/2" LINE TO ICE MAKER ABOVE CEILING REF NOTE #8 BELOW 3/4" SEAL ASSE 1013 COMPLIANT BY-PASS SS -IMF -REGULATOR @ ICE MAKER CASH ACME RP200 RPZ TO < 60 PSI- BACKFLOW PREVENTER, PLUG ,� �: ��- x; �; tl r " DO NOT MOUNT HIGHER (� /� TAG COFFEE � THAN 5'-0" * 3/4" LINE TO COFFEE BREWER(S) AND ;� r CAPPUCCINO MACHINE 3/4" SUPPLY PRESSURE ® ,; °�% ,° a t_ XC2 XC2 XC2 XC2 REDUCING 14, °° ag = VALVE, SS -IMF �,�����' REF NOTE SHUT OFF VALVE (TYP.) � o #8 BELOW SPRING-LOADED 3/4" Y -STRAINER o o CHECK VALVE " CONSULTANT: REF. 1/P1.1 FOR ROUTING DIAGRAM COARSE FILTER ROUTE OVER FLOW TO AN APPROVED RECEPTOR F NOTE: ROUTE DISCHARGE CORD FROM 0 TO AN APPROVED BOOSTER PUMP ** 3/4" LINE SPLITS INTO 1/2" LINES WITH RECEPTOR TO PLUG. SHUT OFF VALVES AT EACH COFFEE BREWER AND CAPPUCCINO MACHINE. EVERPURE FILTER SYSTEM MODEL 1. WATER SUPPLY MUST BE 3/4" INCH. 2. WATER SHUT-OFF VALVE SHALL BE "BALL LOCK" TYPE. POSITIVE ON-OFF. 3. DRAIN MUST BE PROVIDED TO PERMIT FLUSHING OF NEW FILTERS. 4. WATER FOR ICE MAKERS, COFFEE MAKERS, AND CAPPUCCINO MACHINES SHALL BE ROUTED THROUGH THE SS -IMF UNITS. 5. WATER FOR FSD AND FCB EQUIPMENT SHOULD NOT BE ROUTED THROUGH THE SS -IMF UNITS (WILL REDUCE CARBONATION). j 6. XC2 (CARBON) FILTERS MUST BE REPLACED IN SETS: I' I 7. COARSE FILTER AND SS -IMF UNITS MAYBE CHANGED INDIVIDUALLY. I 8. MINIMUM SUPPLY WATER PRESSURE TO THE FILTER SYSTEM IS 40 PSI. BELOW 40 PSI REQUIRES A PRESSURE BOOSTER o PUMP. IF REQUIRED, CONTRACTOR TO PROVIDE SHURFLO WATER BOOSTER MODEL 24VDC WB PUMP, K NEMA 5-15US (PART m # 94-189-000) WITH 1/2" MALE CONNECTIONS. ALSO HONEYWELL PRESSURE REDUCING VALVE MODEL DS05C1030 (SET AT 55 0 PSI) INSTALLED AFTER TEE TO SURGE TANK AND BEFORE FIRST TEE TO BEVERAGE EQUIPMENT, w c a z z a o I EVERPURE WATER PURIFICATION SYSTEM z 1 N.T.S. z o 0 c a c 0 a w NO DATE REMARKS w REVISIONS c , S3 0 w 0 a _ - a o J CONTROL a EL En MODULE z O 0 1 TMV F o CONNECT TO VENT HEADER, REF PLAN10 w I U o CN _ w N , xx __ F7" Q .. C) I 7 ELEVSTORE c 0 FLOW CONTROL o _. w 5 M o. o _ c-. 1 1 c 030506 LO cV _ 8 MAX . , o z w x DRAIN, 3 COMP SINK 4955 CR. 46A m .. _. as - � INDIRECTLY TO FLOOR - _ _, p INK AP 0 SANFORD FL 32746 S ,W TH AIR GAP c , FINISH FLOOR O. FS N. c PROJECT NO. 2013.0266 3" TO RECESSED GREASE_ DATE: APRIL 28, 2014 TRAP, REF. 1/P1,0 z 5 c R -TRAP --�� z P2mu - N I, mw Ev O PLUMBING DETAILS & LAV SHROUD 3 -COMPARTMENT SINK DETAIL SPECIFICATION f 4 � c N.T.S. N.T.S. a o\ CHECKED: RW DRAWN: WT i FIXTURES, ACCESSORIES, AND ATTENDANT PIPING AS STATED HEREIN. REFER TO THE PLUMBING PLANS AND THE "MATERIALS" PORTION OF THIS SPECIFICATION 2.5.2 DOMESTIC HOT WATER: FOR EQUIPMENT TO BE FURNISHED. EXACT LOCATION OF ALL EQUIPMENT SHALL BE DETERMINED BY REFERENCE TO THE PLANS AND MEASUREMENTS AT THE COPPER PIPE: 1/2" WALL ONE-PIECE FIBERGLASS COVERING BUILDING SITE AND IN COOPERATION WITH OTHER CONTRACTORS AND IN ALL HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH CASES SHALL BE SUBJECT TO THE OWNERS APPROVAL. SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING 1.3 GENERAL INSULATION REQUIREMENTS) 1.3.1 ALL SAFETY PRECAUTIONS SHALL BE TAKEN TO PROTECT PERSON, PROPERTY, AND EQUIPMENT. PEX TUBING: 1/2" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH 1.3.2 NO COMPENSATION FOR WORK PERFORMED OVER AND ABOVE SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, PROJECTS SUM SHALL BE ALLOWED DUE TO CONDITIONS WITH WHICH THE OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING PLUMBING CONTRACTOR SHOULD HAVE BEEN FAMILIAR. INSULATION REQUIREMENTS) 1.3.3 ANY DEVIATION BY PLUMBING CONTRACTOR FROM THE PLANS AND SPECIFICATIONS, OR ANY SUBSTITUTION OF EQUIPMENT FROM THAT SPECIFIED, FOR HOT WATER PIPING BEING SERVED BY SYSTEM WITH SHALL FIRST RECEIVE OWNER'S APPROVAL. RECIRCULATING PUMP, PROVIDE 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH OPERATIONS AND INSTALLATION 1.4 OPERATIONS LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, ALL DELIVERIES TO COINCIDE WITH CONSTRUCTION SCHEDULE. OWENS-CORNING OR ARMSTRONG. (SEE BELOW FOR PLUMBING FITTING MATERIALS SHALL BE STORED WHERE AND/OR AS DIRECTED BY THE GENERAL INSULATION REQUIREMENTS) CONTRACTOR. STORAGE MUST BE IN SUCH A PLACE AS TO AVOID ACCIDENTAL MUTILATION BY EQUIPMENT BY ANY CONTRACTOR WHILE PERFORMING THEIR 2.5.3 INDIRECT AND CONDENSATE DRAIN PIPING (WITHIN BUILDING): WORK, WHETHER ON SITE OR OFF: COPPER PIPE: PROVIDE 1" FLEXIBLE UNICELLULAR INSULATION BY 1.4.2 ALL UNDER FLOOR PIPING SHALL BE INSTALLED IN CONJUNCTION ARMACELL. WITH THE GENERAL CONTRACTOR'S WORK SCHEDULE. NO UNDERGROUND WORK SHALL BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED AND TESTED. PVC PIPING: NO INSULATION REQUIRED. 1.4.3 PLUMBING CONTRACTOR SHALL DO THE NECESSARY TRENCHING, FOR PIPING AT HANGERS, PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH SHORING AND BACKFILLING REQUIRED TO FULFILL HIS CONTRACT. BOTTOMS OF TEMPERATURE CALCIUM SILICATE BY JOHNS -MANVILLE, FIBERGLASS BY KNAUF, TRENCHES SHALL BE CUT TO GRADE. OR 8" LONG STYROFOAM BILLETS BY DOW. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS 1.4.4 ALL OPENINGS AND STUB -UP FOR PLUMBING PIPING AND FIXTURES EXPOSED AT FIXTURES. SHALL BE CAREFULLY LOCATED AND COORDINATED, OTHERWISE, PLUMBING CONTRACTOR SHALL CUT NEW OPENINGS AT HIS OWN EXPENSE, AND REIMBURSE FOR HOT AND COLD WATER PIPING EXPOSED, CONCEALED IN WALLS, AND/OR OTHER SUBCONTRACTORS FOR ANY DAMAGE DONE TO THEIR WORK. INSTALLED INSIDE MASONRY UNITS OF WALLS, COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE-PIECE PVC PREMOLDED INSULATING COVERS. FITTING 1.5 CODE AND PERMIT REQUIREMENTS COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND 1.5.1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES, AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH WHICH SHALL BE DELINEATED, AND ALL MODIFICATIONS REQUIRED BY THE MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING INSPECTION AUTHORITIES SHALL BE MADE BY PLUMBING CONTRACTOR WITHOUT FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT ADDITIONAL COST TO OWNER. FITTINGS. 1.5.2 PLUMBING CONTRACTOR SHALL OBTAIN, PAY FOR AND FURNISH 2.6 INDIRECT AND CONDENSATE DRAIN LINES: ALL PERMITS REQUIRED BY LOCAL OR STATE ORDINANCES OR CODES, AND THESE COSTS SHALL BE STATED SEPARATELY ON THE PLUMBING CONTRACTOR'S PROVIDE HARD DRAWN, TYPE "M" OR "L" COPPER PIPE FOR ALL CONDENSATE INVOICES. DRAIN PIPING FROM COOLER AND FREEZER EVAPORATORS. PROVIDE HEAT TRACE FOR ALL CONDENSATE DRAIN PIPING LOCATED IN FREEZERS, AND ROUTE 2: MATERIALS TO FLOOR DRAIN IN BUILDING. 2.1 DOMESTIC WATER PIPING PROVIDE PVC PIPE FOR ALL OTHER INDIRECT AND CONDENSATE DRAIN PIPING FROM HVAC, PLUMBING, AND BEVERAGE EQUIPMENT, AND ROUTE TO FLOOR DRAIN 2.1.1 ABOVE AND BELOW GRADE WATER PIPING SHALL BE PEX TUBING IN BUILDING. CONFORMING TO ASTM F877 CROSS-LINKED POLYETHYLENE TUBING HOT AND COLD WATER DISTRIBUTION SYSTEMS, ASTM F876 CROSS-LINKED POLYETHYLENE 3. TESTING AND INSPECTION: TUBE, ASTM F1807 FITTING AND ASTM F2159 FITTINGS, COMPLY WITH NSF STANDARD 14 AND 61. PEX TUBING SHALL BE WATTS WATERPEX CROSS-LINKED 3.1 THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED BEFORE POLYETHYLENE OR EQUAL. ALL PEX TUBING BELOW GRADE SHALL BE SLEEVED COVERING OR ENCLOSING. WITH PVC PIPE. 2.1.1.1 FITTINGS: FITTINGS SHALL BE MECHANICAL CRIMP FITTINGS IN COMPLIANCE WITH ASTM F1807 AND F2159. PEX FITTINGS SHALL BE 3.2 INSPECTION: WATTS BRASS CRIMPRING FITTINGS USING EITHER WATTS COPPER CRIMPRING OR STAINLESS STEEL CINCHCLAMP OR EQUAL. INSTALLED IN ACCORDANCE WITH WORK SHALL BE INSPECTED FOR COMPLIANCE WITH CODES, ORDINANCES, MANUFACTURER'S RECOMMENDATIONS. REGULATIONS AND ADHERENCE TO CONTRACT DOCUMENTS. PLUMBING CONTRACTOR SHALL SUPPLY OWNER WITH SIGNED FORMS OR PROOF OF 2.1.2 ABOVE AND BELOW GRADE WATER PIPING SHALL BE TYPE "L" AND ACCEPTANCE BY THE LOCAL AUTHORITY BEFORE CONTINUING FROM ONE STAGE "M" HARD DRAWN SEAMLESS COPPER TUBING CONFORMING TO ASTM B88. TO ANOTHER. FINAL APPROVAL SHALL BE OBTAINED BEFORE FINAL PAYMENT IS MADE ON THE CONTRACT.\ 2.1.2.1 COPPER UNIONS: CAST -COPPER -ALLOY, HEXAGONAL -STOCK BODY, WITH BALL -AND- SOCKET, METAL -TO -METAL SEATING SURFACE AND 3.3 PERFORMANCE REQUIRED: SOLDER -JOINT. JOINING MATERIAL SHALL BE ASTM B813 WATER-FLUSHABLE, ' LEAD-FREE FLUX ALLOY SOLDER. 3.3.1 PLUMBING CONTRACTOR SHALL INSTALL ALL PLUMBING SYSTEMS LEAK FREE AND AS PER PLANS AND SPECIFICATIONS. 2.2 FILTERED WATER PIPING 3.3.2 ALL EXPOSED EQUIPMENT SHALL BE INSTALLED IN A €CPVC 2.2.1 ABOVE AND BELOW GRADE FILTERED WATER PIPING SHALL BE WORKMANLIKE MANNER AND WILL BE SUBJECT TO ARCHITECTURAL INSPECTION .41 I ,4 TUBING CONFORMING TO ASTM D2846 AND CSA B137 CHLORINATED POLY FOR AESTHETIC APPEARANCE: (VINYL CHLORIDE) PLASTIC HOT AND COLD WATER DISTRIBUTION SYSTEMS, ASTM D1784 RIGID AND CHLORINATED PVC COMPOUNDS, ASTM F493 SOLVENT CEMENTS, 4. CUTTING AND CLEANING COMPLY WITH NSF STANDARD 14 AND 61. CPVC TUBING SHALL BE FLOWGUARD GOLD CPVC CTS OR EQUAL. 4.1 PLUMBING CONTRACTOR SHALL CLEAN ENTIRE SITE OF DEBRIS, TOOLS AND EQUIPMENT RELATED TO THIS WORK. 2.2.1.1 FITTINGS: FITTINGS SHALL BE SOCKET TYPE JOINTS IN COMPLIANCE WITH ASTM D2846 AND CSA B137. CPVC FITTINGS SHALL BE 4.2 PLUMBING CONTRACTOR SHALL BE RESPONSIBLEFOR ALL CUTTING FLOWGUARD G- OLD CPVC.CTSFITTINJGS OR EQUAL. _JOIN, IN , MATERIAL SHALL BE AND PATCHING OF HIS WORK WHICH MAY BE REQUIRED TO RELIEVE THE WORK OF ASTM F493 SOLVENT,CEMENT. INSTALLED IN ACCORDANCE WITH OTHER CONTRACTORS. Fl ;' MANUFACTURER'S RECOMMENDATIONS. 1 = 5. GUARANTEES: 2.3 SOIL, WASTE AND VENT PIPES .,_ 5,1 PLUMBING CONTRACTOR SHALL GUA -0WORKRANTES ALL OF THE WORK Nr- _. ---_ ., ,. WAS,- T. E ANDVE T PIPING SHALL <_ 2.3.1ABOVE E, AND,..BELO GRADE AND THE COMPLETSOP OPERATION N WILL BE'FREEFROMDEFE TS IN WORKMANSHIP -c x_ : f BE PV PLASTIC,SCHEDULE 40D V PIPE CONFORMING To TO ASTM D2665 WITH-am WED. PER AND MATERIALS. PLUMBING CONTRACTOR AGREES TO REPLACE, WITHOUT r - ASTM PLAIN ENDS. , O. AM CORE PVC, INSTALL -A -LL- EXPENSE T THEOWN R ANY PART OF HIS WORK THIS INSTALLATION WHI H'Uh 14- , D2665 NDA TM D2321 -_NOT PROVES TO BE DEFECTIVE WITHIN ONE 1YEA2 AFTER ACCEPTANCE OF THE ggp _r _ _WORK. raw - :�.� ,. _ - E DWV PIPE FITTINGS 2.3.1...... FITTINGS SHALL BE PVC SO.CKET.TYP _ , I�r -x ASTM D2665 MADE TO_ASTM D3311 DRAIN; WASTE AND VENT PATTERNS. REV 02/01/13 _ 141L D VENT PIPING SHALL 2.3.2 ABOVE AND BELOW GRADE SOIL,WASTE AN T BE HUB -AND -SPIGOT CAST-IRON SOIL PIPE AND FITTINGS CONFORMING TO ASTM A74 WITH ASTM C564 RUBBER GASKETS. INSTALL CAST-IRON SOIL PIPING ACCORDING TO CISPI'S "CAST IRON IL PIPE AND FITTINGS HANDBOOK." RO SO A. CHAPTER IV, "INSTALLATION OF CAST IRON SOIL PIPE AND FITTINGS." ,r 2.3.3 ABOVE GRADE SOIL, WASTE AND VENT PIPING SHALL BE ALLOWED TO BE COPPER DRAINAGE TUBING CONFORMING TO ASTM B306 AT PLUMBING CONTRACTOR'S OPTION. 2.4 FLASHING: SHEET LEAD. 4 POUNDS PER SQUARE FOOT, MINIMUM. 2.5 INSULATION 2.5.1 DOMESTIC COLD WATER (WITHIN BUILDING): CPVC BEVERAGE TUBING 3/4" REINFORCED PLASTIC LINE TO I 3/4'.FLEXIBLE SLURPEE ABOVE CEILING. PROVIDE CHECK ARCHITECTURE TUBING 10 FT VALVE CONFORMING TO ASSE 1022 ENGINEERING REQUIRED w I TERIOR DESIGN TAG SLURPEE PROJECT MANAGEMENT 3/4 BALL VALVE 3/4" 3/4" REINFORCED PLASTIC LINE TO AA 003420 POST MIX ABOVE CEILING. PROVIDE CHECK CA 8660 VALVE CONFORMING TO ASSE 1022 SET SURGE 604 COURTLAND STREET 1 SECONDARY BY-PASS TO BE TANK ON TAG POST MIX SUITE 100 INSTALLED ONLY WHEN SHELF ORLANDO, FLORIDA 32804 BOOSTER PUMP IS INSTALLED TAG ICE MAKER PH 407.645.5008 FX 407.629.9124 OPTIONAL BOOSTER PUMP, to 1/2" LINE TO ICE MAKER ABOVE CEILING REF NOTE #8 BELOW 3/4" SEAL ASSE 1013 COMPLIANT BY-PASS SS -IMF -REGULATOR @ ICE MAKER CASH ACME RP200 RPZ TO < 60 PSI- BACKFLOW PREVENTER, PLUG ,� �: ��- x; �; tl r " DO NOT MOUNT HIGHER (� /� TAG COFFEE � THAN 5'-0" * 3/4" LINE TO COFFEE BREWER(S) AND ;� r CAPPUCCINO MACHINE 3/4" SUPPLY PRESSURE ® ,; °�% ,° a t_ XC2 XC2 XC2 XC2 REDUCING 14, °° ag = VALVE, SS -IMF �,�����' REF NOTE SHUT OFF VALVE (TYP.) � o #8 BELOW SPRING-LOADED 3/4" Y -STRAINER o o CHECK VALVE " CONSULTANT: REF. 1/P1.1 FOR ROUTING DIAGRAM COARSE FILTER ROUTE OVER FLOW TO AN APPROVED RECEPTOR F NOTE: ROUTE DISCHARGE CORD FROM 0 TO AN APPROVED BOOSTER PUMP ** 3/4" LINE SPLITS INTO 1/2" LINES WITH RECEPTOR TO PLUG. SHUT OFF VALVES AT EACH COFFEE BREWER AND CAPPUCCINO MACHINE. EVERPURE FILTER SYSTEM MODEL 1. WATER SUPPLY MUST BE 3/4" INCH. 2. WATER SHUT-OFF VALVE SHALL BE "BALL LOCK" TYPE. POSITIVE ON-OFF. 3. DRAIN MUST BE PROVIDED TO PERMIT FLUSHING OF NEW FILTERS. 4. WATER FOR ICE MAKERS, COFFEE MAKERS, AND CAPPUCCINO MACHINES SHALL BE ROUTED THROUGH THE SS -IMF UNITS. 5. WATER FOR FSD AND FCB EQUIPMENT SHOULD NOT BE ROUTED THROUGH THE SS -IMF UNITS (WILL REDUCE CARBONATION). j 6. XC2 (CARBON) FILTERS MUST BE REPLACED IN SETS: I' I 7. COARSE FILTER AND SS -IMF UNITS MAYBE CHANGED INDIVIDUALLY. I 8. MINIMUM SUPPLY WATER PRESSURE TO THE FILTER SYSTEM IS 40 PSI. BELOW 40 PSI REQUIRES A PRESSURE BOOSTER o PUMP. IF REQUIRED, CONTRACTOR TO PROVIDE SHURFLO WATER BOOSTER MODEL 24VDC WB PUMP, K NEMA 5-15US (PART m # 94-189-000) WITH 1/2" MALE CONNECTIONS. ALSO HONEYWELL PRESSURE REDUCING VALVE MODEL DS05C1030 (SET AT 55 0 PSI) INSTALLED AFTER TEE TO SURGE TANK AND BEFORE FIRST TEE TO BEVERAGE EQUIPMENT, w c a z z a o I EVERPURE WATER PURIFICATION SYSTEM z 1 N.T.S. z o 0 c a c 0 a w NO DATE REMARKS w REVISIONS c , S3 0 w 0 a _ - a o J CONTROL a EL En MODULE z O 0 1 TMV F o CONNECT TO VENT HEADER, REF PLAN10 w I U o CN _ w N , xx __ F7" Q .. C) I 7 ELEVSTORE c 0 FLOW CONTROL o _. w 5 M o. o _ c-. 1 1 c 030506 LO cV _ 8 MAX . , o z w x DRAIN, 3 COMP SINK 4955 CR. 46A m .. _. as - � INDIRECTLY TO FLOOR - _ _, p INK AP 0 SANFORD FL 32746 S ,W TH AIR GAP c , FINISH FLOOR O. FS N. c PROJECT NO. 2013.0266 3" TO RECESSED GREASE_ DATE: APRIL 28, 2014 TRAP, REF. 1/P1,0 z 5 c R -TRAP --�� z P2mu - N I, mw Ev O PLUMBING DETAILS & LAV SHROUD 3 -COMPARTMENT SINK DETAIL SPECIFICATION f 4 � c N.T.S. N.T.S. a o\ CHECKED: RW DRAWN: WT i `•` A-11 -18 20 A-7 I CDC TOTE SEE NOTE I 14.3 I 6-30 +42" 25 I 107 I GFCIff I / 17 A-7 B-13 12 D VAUL - +24„ 3 1711 - 3 - 25 FCI 4, A-13,15 6-20 A-17" I A-19 21 + 13 ;. 17 17 6-20 SALES % 0 0 O 10 - 2„ m MERCHANDISE 5 A-14,16 102 ! ,.> WP, GFCI t_ _1 SEE NOTE @@ SEE NOTE 101 6-20 I B-30,32,34 14.2 14.1' B-9 3P/60A/NF A-10,12 + 3.. +96" 23 L _ J 6-20 8 BACKROOM A-2 S 30 , - 104 El 3 D-1 a D-3 0 s Lu- d IL --------- I ' v 'vF S-5 - q��._ t a � l+36"2 _ - 11 L J s+96 x „ - a_ �B 1..9,21. _; S 17 OF ICE r ._. D-2 11 T-49/50-19 _. 2 _ r .... _ _ _ PK B 11 6 _ , ., ._ S S 1 . , 9 L 16 S1 Lu 22 J _ 4 L-14CL-4 L-14 I -� - J .� L-27 J J L-33 7 T-30 S-25 _ V. B-1 - _ L-27 A-4 L-27 20 33 - „ P G FC I g � A-4 r-- +94 / E2( WP/GFCI +154" W CI S 21 21 3 18 18 1 P/30A/N F NEMA -3R 3 l POWER PLAN 114 l ,_o�� (1) 1"C TO ATM 10"x10" J -BOX IN SPACE (1) 1 "C TO ABOVE WORKSTATION (1) 1 " C TO 4"x4" J -BOX WORKSTATION (1) 1-C TO VIDEO (1) 1 nC TO ATG ABOVE WORKSTATION CAMERAS CONDUIT AT CEILING PENETRATION (1) 1"C TO� (1) 1nC TO TELEPHONE BOARD(1) 2"C TO SALES CONDUIT PENETRATION FILLED WITH SEALANT PER MANUF. MANAGER'S OFFICE, , OUNTER SEALED WITH SILICONE RECOMMENDATIONS " a , .1 3"C ATO SEALANT PER MANUF. (1) 1 C TO ACCESS T68/72 3 (1) 2nC CONDUIT AND WIRING TO PANEL POINT WALK IN .._.w�- TELEPHONE BOAR RECOMMENDATIONS " T-30 FURNISHED BY OWNER, COOLER (1) 3 C TO 10"x`10" J -BOX ABOVE V-1 do CONDUIT AND WIRING INSTALLED BY G.C. (1) 1"C TO ACCESS (I SALES COUNTER. STUB OUT (2) 2"C TO NEXT JUNCTION INTO SALES COUNTER . (1) 1 "C TO DATA °-�--� -- I SECURITY COOLER/FREEZER BOX CEILING POINT -SALES FLOOR NOTE 11 BOX ON SAME SYSTEM "V OUTLET ALARM S-4 CEILING MOUNTED WP JUNCTION 3" CONDUIT TO PANEL BOX WITH THREADED HUBS AND AP -14.1 J -BOX BELOW TYPICAL COIL GASKETED COVERPLATE II AP -14.2 NOTE 16 1 1 "C NOTE 12 PROVIDE CEILING MOUNTED MANUAL AP -14.3 NOTE 22 O - S-6 TWO -POLE SWITCH IN INSTALL LIGHTING T-49/50 WEATHERPROOF ENCLOSURE. -- DL 2 &� S-8 / I I OVERRIDE SWITCH I D 1, p_4 r NOTE 7 _ LIQUID TIGHT FLEX CONDUIT TO PROVIDED BY EMS. -8 (IF USED) I D-6 T-49/5 NOTE 2A KNOCKOUT ON UNIT. FINAL REF EMS1.0 p- T-30 S-12 No S-2 7 - - -� CONNECTION TO COIL BY GC S-10 I NOTE 7 T-39 NOTE 5 , _ - I NOTE: DO NOT LOCATE WP JUNCTION BOX DIRECTLY IN FRONT OF - D-500 NOTE 2B �+ D-7 T DESK DISCHARGE FAN, OFFSET TO SIDE. ° - I L - �:� $ "' _ . 10"x10" J -BOX FOR m_ 1'-7" 1'-4" DATA & PHONE LINES ® a =�jfl I I � REFER TO ARCH INTERIOR 4'-4n 413-511-,e TYPICAL WORKSTATION OFFICE ELEVATIONS FOR��T1 PER EXACT DIMENSIONS ACTUAL COND(IIONS. 4" 2'-1" 4 ATM WIRING NTS (DMGR'S OFFICE WIRING NTS (DEVAPORATOR COIL WIRING NTS (DWORKSTATION WIRING NTS ELECTRICAL NOTES: KEYNOTES - POWER INTERPLAN-9. 1. ALL RECEPTACLES SERVED FROM PANEL "S" SHALL BE OF THE ISOLATED El CONSTRUCTIONECESSED CM O UTLET COORDINATE MOUNTING HEIGHT WITH AGER. GROUND TYPE. ALL CIRCUITS SHALL CONTAIN A HOT, NEUTRAL, GROUND AND - DEVICES SHALL BE NEMA 5-20 UNLESS NOTED OTHERWISE. TYP OF ISOLATED GROUND CONDUCTOR. El 120V -20A CIRCUITS. ARCHITECTURE 2. ISOLATED GROUND (IG) 20 AMP CIRCUIT, FLUSH MOUNT QUAD PLATE WITH EXTERIOR SIGNAGE J -BOX. COORDINATE FINAL LOCATION WITH ENGINEERING ORANGE RECEPTACLES. D SIGNAGE CONTRACTOR AND CONSTRUCTION MANAGER. RUN INTERIOR DESIGN EXTERIOR BUILDING SIGNS THROUGH PHOTOCELL DRIVEN PROJECT MANAGEMENT 2A. ISOLATED GROUND (IG) 20 AMP DUPLEX CIRCUIT FOR ATM. CONTACTOR: PROVIDE PAD -LOCKABLE BREAKER FOR MAINTENANCE. 2B. RJ11 FLUSH MOUNT FACE PLATE FOR ATM DATA LINE TO RIS COMPUTER WITH JACK TO BE LABELED 'ATM'. DATA LINE IDENTIFIER. D-7 ENERGY MANAGEMENT ENCLOSURE PROVIDED BY OTHERS, PROVIDE 120V DEDICATED CIRCUIT ONLY. AA 003420 3. AMPACITY OF ALL CONDUCTOR SIZES SHOWN ON PLANS IS BASED ON 75°C VIEW MONITOR: ROUTE CONDUIT BACK TO VIDEO RECORDING CA 8660 RATED TERMINATIONS AND CONDUCTOR INSULATION. CONTRACTOR SHALL EQUIPMENT LOCATED IN MANAGER'S OFFICE. COORDINATE LOCATION FIELD VERIFY EQUIPMENT TEMPERATURE RATINGS OF ALL WITH SECURITY SYSTEM INSTALLER. REFER TO LOW VOLTAGE RISER 604 COURTLAND STREET TERMINATIONS AND ADJUST CONDUCTOR SIZES PER NEC 110.14(C) DIAGRAM FOR WIRING REQUIREMENTS. SUITE 100 4. ALL WIRING IS COPPER. REFER TO ELECTRICAL SPECIFICATIONS FOR RECEPTACLE FOR ATM SIGN. VERIFY LOCATION WITH CONSTRUCTION ORLANDO, FLORIDA 32804 FURTHER INFORMATION. 6 MANAGER PRIOR TO COMMENCEMENT OF WORK. PH 407.645.5008 5. WORK STATION RECEPTACLE FOR TASK LIGHTING AND TRAINING COMPUTER. WINDOW RECEPTACLES, MOUNT FLUSH IN CEILING, TYP. PER FX 407.629.9124 NEC 6. OFFICE TELEPHONE LINE, T-49/50 TELEPHONE BOARD: 4'X4'X3/4" PLYWOOD WITH (1) #6 CU. GROUND FOR FUTURE USE MOUNTED ABOVE 4'X4'X3/4" SEAL, 7. ISOLATED GROUND (IG) 20 AMP CIRCUIT FOR STORE COMPUTER, FLUSH PLYWOOD WITH (1) #6 CU. GROUND PER TELE. CO. MOUNT FACE PLATE FOR DUPLEX RECEPTACLE WHICH RECEIVES PLUG FROM REQUIREMENTS. MOUNT RECEPTACLE ADJACENT TO OR UPS (BATTERY BACKUP) AND FUTURE PERIPHERALS. ABOVE TELEPHONE BOARD, DO NOT MOUNT BELOW. 8. MONEY ORDER CABLES. D-4. PROVIDE PAD -LOCKABLE BREAKER FOR MAINTENANCE PER N.E.C.�� vlfl ' 422.31(8). COORDINATE EXACT LOCATION OF ELECTRICAL OUTLET�� 9. CASH REGISTER CABLES, D-1 & D-2. TWO CATEGORY 5 CABLES FROM SALES WITH CONSTRUCTION MANAGER PRIOR TO ROUGH -IN. z® ` �,j AREA CASH REGISTERS INTO ONE DUPLEX CATEGORY 5 RECEPTACLE COVER PLATE. 10 REFER TO EVAPORATOR COIL WIRING DETAIL, RE: 5/E1.0, TYP. �7 10. ALL WALL MOUNTED RECEPTACLES SHALL BE 18" A.F.F ON CENTER. UNLESS SECURITY CAMERA:ROUTE CONDUIT BACK TO VIDEO RECORDING _ NOTED OTHERWISE. El EQUIPMENT LOCATED IN MANAGER'S OFFICE. COORDINATE LOCATION v 11. QUAD RECEPTACLE FOR SECURITY EQUIPMENT. RECEPTACLE RECEIVES THE WITH SECURITY SYSTEM INSTALLER. °vw� ' 0''3 �e;-9 , FOLLOWING EQUIPMENT PLUGS: El VEEDER ROOT: COORDINATE INSTALLATION WITH FUELING PLANS. ��� ,°���,®a��,c''° INSTALL IN ACCESSIBLE LOCATION. MOUNT AT 48 A.F.F. TO BOTTOM. '�� a % A. VCR � RECEPTACLE FOR MOTION SENSOR FAUCET. REFER TO dye B. MULTIPLEX CONNECTION FOR CAMERAS 13 ��jg� C. INTERCOM TO RECORD AUDIO AT SALES COUNTER ARCHITECTURAL SHEETS FOR EXACT ROUGH -IN LOCATIONS, TYP. D. ALARM RECEIVER.14 INSTALL WATER-RESISTANT, "WHILE -IN -USE" COVER. RECEPTACLE FOR WATER FILTRATION BOOSTER PUMP, E.C. TO 12. ISOLATED GROUND (IG) FOR 20 AMP CIRCUIT FOR. STORE COMPUTER,FLUSH l5 E.C. TO PROVIDE WIRING FOR COOLER AND/OR FREEZER DOOR CONSULTANT; MOUNT FACE PLATE R QUAD RECEPTACLE. HEATERS AND DOOR FRAMES AND CONNECT TO MANUFACTURER 13. FURNISH AND INSTALL CORD AND CAP FOR ALL EQUIPMENT CONNECTED TO SUPPLIED JUNCTION BOX(ES). NEMA L -14R RECEPTACLE. El E.C. TO INSTALL WEATHERPROOF J -BOX FOR RAYCHEM HEAT TRACE' WHICH SUPPLIES FREEZE PROTECTION FOR FREEZER CONDENSATE 14. ACCESS POINT EXTENDED ANTENNA CABLES, FOUR CAT 5 CABLES, RJ45 LINES. FURNISH HEATTRACE AND PROVIDE GFI-EPD CIRCUIT FEMALE IN A 4-PLEX, COVER PLATE LABELED TO 3 LOCATIONS BELOW: BREAKER AND INSTALL PER MANUFACTURER'S REQUIREMENTS. REF. 14,1 CAT6 RJ45 FEMALE JACK CENTER OF SALES FLOOR SUSPENDED ABOVE ELECTRICAL SPECIFICATIONS. CEILING TILE (MAY NEED TO MOVE LATER). 100' IN TOTAL LENGTH WITH EXTRA 17 ROUTE CIRCUITRY FOR EQUIPMENT UNDER SLAB, RE: 1/E1.2 COILED AT FEMALE JACK 14.2 CAT6 RJ45 FEMALE JACK CENTER OF SALES FLOOR SUSPENDED ABOVE SERVICE RECEPTACLE, WEATHERPROOF GFCI. CEILING TILE (MAY NEED TO MOVE LATER). 100' IN TOTAL LENGTH WITH EXTRA COILED AT FEMALE JACK: 19 REFER TO DETAIL #5 ON GAS PLANS SHEET G10 FOR PANEL'F' 14.3 CAT6 RJ FEMALE JACK IN RECEPTACLE 84" ABOVE FLOOR -CENTER OF CONDUIT ROUTING. WALK-IN COOLER. EMERGENCY GAS SHUT-OFF @ 48" A.F.F. 20 15. G.C. TO COORDINATE POWER REQUIREMENTS FOR EXTERIOR SIGNAGE. MOUNT +1 ROUTE CONDUIT BACK TO VIDEO RECORDING El21 EQUIPMENT LOCATED IN MANAGER'S OFFICE. COORDINATE LOCATION 16. DATA TELEPHONE CABLING PROVIDED BY LTCG. CONTACT GREGORY LEVALDS (972) 801-9950. CONDUIT AND BOXESTO REFURNISHED BY OWNER WITH CONSTRUCTION MANAGER AND SECURITY SYSTEM INSTALLER., PROVIDE. MR. RIME ENTRANCE AND INSTALLED BY G.C. �� 22 TRANSMITTER RECEPTACLE, TOC ALERT TRANSMITTER (DA4TAC). CONTACT MR. CHIME AT 877-672-4463. 17. E.C. TO INSTALL OWNER PROVIDED CONDUIT AND BOXES FOR TYCORECEIVER RECEPTACLE, G.C. TO PROVIDE. MR. CHIME RECEIVER SECURITY SYSTEM. COORDINATE EXACT LOCATIONS WITH TYCO SECURITY 23 (DARD). SYSTEM INSTALLER. E H24 INSTALL WEATHERPROOF SPEAKER, G.C. TO PROVIDE MR. CHIME 18. THE UNGROUNDED AND GROUNDED CONDUCTORS OF EACH MULTIWIR SPEAKER ( ) SPK .MOUNT ON WALL 1N WALK IN COOLER AND CONNECT BRANCH, CIRCUI T SHALL BE GROUPED BY WIRE TIES OR SIMILAR MEANS IN AT TO NEAREST RECEIVER OUTSIDE OF COOLER. LEAST ONE LOCATION WITHIN THE PANELBOARD OR OTHER POINT OF ORIGINATION. REF 2011 NEC (210.4(D)) z 25 EXHAUST FAN. SWITCH FAN WITH RESTROOM LIGHTS, TYP. 19. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THF POINT INHERE THE BRANCH CIRCUITS ORIGINATES. REF 2011 NEC (210:4) SYMBOL LEGEND 20. CONDUITS THAT ARE EXPOSED TO WIDELY DIFFERENT TEMPERATURES, ■ SUCH AS COOLERS, FREEZERS OR SERVICE ENTRANCE CONDUCTORS, SHALL J BE SEALED TO PREVENT CIRCULATION OF AIR AND/OR MOISTURE. REF 2011 TELEPHONE/ NEC( 300.7 A)) DATA OUTLET SPECIAL RECEPTACLE ( ® - (SEE NEMA CONFIG BE ROUTED AT 90 --- ESHALL U 21. CONDUIT AND WIRING IN AREAS WHERE EXPOSED DEGREE ANGLES PERPENDICULAR OR PARALLEL TO JOISTSCOORDINATE _. JJUNCTION. OX : FUSEDDISCONNECT US FINISHES.. WITH ARCHITECTURAL_ .. . PAINTING OF CONDUIT 0 g ._ 120 V RECEPTACLE22. 24 x36„.FIRE RETARDANT U TEGK BACKBOARD SHALLBE PLACED BEHIND RISNON-FUSED DI CONNECT - DUPLEX Et D WILL Ic RECEPTACLES. BACK RE EPT OAR MONITOR AND ABOVE.: WORKSTATION.C A SUPPLY MOUNTING FOR SRX ROUTER AND RIS SWITCH. W ,.. WALL SWITCH 0 A `` Q 12 V RECEPT CLE, CEILING MOUNT DUPLEX .'PANEL -,BOARD 2i 120 V RECEPTACLE:, , :., SIMPLEX WEATHERPROOF SPEAKER Ic .o 120 V RECEPTACLE z , E - STOP EL TOP U S .. ,- DOUBLE DUPLEX $ i° NOTE. NOT ALL SYMBOLS ARE USED 'z ,o c `o c , c w NO DATE REMARKS c w REVISIONS ° 0 w 0 c EL En 0 0 M CBL SIZE AND QUANTITY OF CONDUITS ARE FOR REFERENCE ONLY. 112 WIRE WAY I EMT CONDUIT o I j CEILING ° -moi- - - - - - - - - - - I - - -o ~- w w o w CD I ( CONTACTOR z w C) I TELEPHONE I v E2 �> BOARD > cn > o o 0 v m w EMS I w 7, -ELEVEN STORE 48'0/4" I _j CP -1 #1030508 c NEW PANEL NEW NEW NEW NEW I NEW I c METER OI MDP PNL PNL PNL PNL I I PNL I 0 CT 04955 CR. 46A CABINET A B S L I I F IR DBOX I c SANFORD, FL 32746 SPD i I IR IR I 0 ® VR ® w LIGHTING oo I I WI E WAY I -BOX W. W. CONTACTOR �� c I I I � C PROJECT NO. 2013,0266 _ _ _ _ _ _ _ _will DATE: APRIL 28, 2014 __ - w - o o - a - - - - -I - a ¢ � V w o V - � - I FLOOR s cn �o w l W J��N I Z ww Z Z w 0>_ � w z O z w Z w� 2, w a: Lo O n Z N � r Cu � n o o El ouN (D ELECTRICAL FLOOR PLAN PANELBOARD ELEVATION IVTs } o CHECKED: SN DRAWN: VLD 1 r UPDATED: 4/28/2014 12:27 pm --UPDATED: 4/28/2014 12:19 pm - ISSUED FOR: APPROVAL PANEL MDP ISSUED FOR: APPROVAL PANEL L LOCATION: ELEC RM MAIN: 600A MLO CONN. LOAD: 142.3 KVA LOCATION: ELEC RM - MAIN: 225A MLO CONN. LOAD: 25.3 KVA VOLTAGE: 120Y/208V SYSTEM: 30, 4W FEED: TOP VOLTAGE: 120Y/208V SYSTEM: 30, 4W FEED: TOP TRIM SURFACE BUS RATING 600A GROUND BUS:YES TRIM: SURFACE BUS RATING 225A GROUND BUS: YES LOAD SERVED w...u�.�. u.WND yPHASE N.��.e....�....-.,���, � � .�..-.. ..u�.._ �..�..._.�.. �, ..�..._.. ...�,..�..:� .�.. ��.�.�..��.-. _ .... .�.�.. . C'4T� EUT GND BKR DMD L1 L2 DMD BKR COND `� NEUT GND LOAD SERVED CKT CKi LOAD SERVED COND PHASE NEUi (AVD E1(R DMD L1 L2 l3 DMD BKR COND PHASES tlff GND LOAD SERVED CKf -m _-_...:-#12-- SF - PANEL A 225/3 �7 1ao/3 PANE L 2 1 Bid SYRUP 3/4• X12 #12 j12 20/i L L 20/1 3/4• #12 #ia #ta LK3ttOiG cONTAcroR 2 �- 2 3 SER D SF SF SEE SER DIAD 4 I o3 (B) B.O.H LIGHTS 3/4• #12 #12 #12 20/1 LL 20/1 3/4' #12 #i2 #12 ATM SK;ti 4 5 „ SF 5F 6 5 SPARE 20/t 1.0 to 2D/1 SPARE 6 7 PANEL B 225/3 SF too/3 PANEL s 8 7 WALL CLOCI( 3/4' #12 #12 #12 20/t L 1A 20/1 - - - - SPARE 8 9 S E 1SER: DAG SF SF SEE SER DIAD " CIG MERC RECEIPT. 3 4' 12 12 12 20 t _ 20 1 3 4• 12 12 12 BST Ply ALARM 10 9 ! 1f # ! L L ! ! # # # 10 _. _ 11 „ SF SF " 12 11 SPARE - - 20/1 1.0 1.0 20/1 _ SPARE 13 SPACE .�. ° � -.�... -/3 - _ -/3 - - - 12 - SPACE 14 13 (ta COOLER LK;}fIS 3/4' #12 #12 #12 20/i L v - L 2D/1 3/4' #12 #12 _ #12 WINDOW RECEPT. 14 -. k w . A L - _ - _. ' 15 - - - - 16 15 (L) COOLER DOOR LIGHTS 3/4' #12 #12 412 20/1 L R 20/i 3/4• #12 #12 #12 L01T0 sK,71 16 yw_ 18 17 SPARE - 20/1 1.0 - 1.0 20/i SPAi� 18 _ _ s INTERRUPT RATING: 85,000 AIC47108 4881048559 Ftp 150 KVA UTILITY TPA47ORM 19 (B) SALES MFA LIGHTS _ 3/4' #12 #12 #12 20/1 L L 20/1 3/4' #12 #12 #12 (L) EXTERIOR LK,1'RS 20 21 (B) SAM- - - AREA LIGHTS 3/4' #12 i12 #12 20/1 L _ _ - - SPACE 22 'I� �� x > • ° SPAM ..-._ ... SPAM 24 LOADS (IN VACONNECTED DEM/WD MINIMLOADS CONNECTED DEMAND MINIMUM REMAINING .° FACTOR FEEDER FACTOR FEEDER CONTINUOUS LOADS 4420 1.25 5525 25 SPACE - - _ _ _ _ _ _ - - - SPACE 26 REMAINING 27 (L) EXTERKXt SK;11 3/4 #12 #12 #12 20/i L L 20/1 3/4' #12 #12 #12 (L) CANOPY SKGIAM 28 LIGHTING 11900 1.25 14875 NON -SEASONAL NON -CONTINUOUS LOADS 35281 1.0 35281 _ . _ -- MOTORS 0 1.0 0 29 SPACE _ _ _ _ _ _ _ _ _ 30 RECEPTS TO 10 KVA 10000 1.0 10000 - LARGEST MOTOR 0 0.25 0 DEMAND LOADS 0 1.0 0 31 (L) SITE UGFITS 3/4' #8 20/f L L 20/1 3/4• #12 #12 #12 (L) CANOPY LK,' 0 32 Y . RECEPTS REMAINING 254 0.5 127 E -STOP --i/4' 12 12 17 20 1 20 1 3 4' 12 12 12 L CANOPY LJf4El5 33 11 # / L L / / i # # O 34 SPACE HEATING 0 0.0 0 WATER HEATING 9000 1.0 9000 TOTAL CONNECTED LOVED 142.3 KVA 395.2 AMPS - - - -- _ --w--- AIR CONDITIONING 22890 1.0 22890 ` KITCHEN EQUIP. 48532 0.65 31546 SPACE_ - - - - SF 100/2 1' j3 p #8 PANEL F 36 Q MIN. FEEDER/PANEL CAP. 129.2 KVA 359 AMPS k , 37 (L) MONUMENT SIGN 3/+ #12 #12 #12 20/1 L SF p 38 t OVERALL DEMAND FACTOR 0.91 _ 39 (L) PRICE CHANGER 3/4' #12 #12 #12 20/1 L _ _ - - - - SHUNT TRIP SPACE M'i 672F 40 ... 41 SPACE Note 1. Feeder Sze. SEE RISER DIAGRAM INTERRUPT RATING: 10,000 AK: FROM: PANEL MDP 9230. 8880 9401. , c, _{_ UPDATED: -:4/2p/2014:12:26 m <P DEMAND MINIMUM DEMAND MINIMUM REMAINING _ .: - ISSUED FOR: APPROVAL : PANEL A LOADS (IN VA) CONNECTED LOADS CONNECTED . _.: FACTOR FEEDER FACTOR FEEDER CONTINUOUS LOADS 2880 1.25 3800 RIM LOCATION. ELIC RM MAIN: 225A MLO CONN. LOAD: 59.4 KVA r d - REMAINING _O - VOLTAGE, 120Y 208Y SYSTEM: 3f, 4W FEED. TOP LIGHTING 11900 1.25 14875 NON -SEASONAL .1 - / o _„,_... �°_ _ .. NON CONTINUOUS LOADS 10031 1.0 10031 - TRIM. SURFACE BUS TING 225A GROUND BUS: MOTORS RACE RA YES 0 1.0 0 RECEIPTS TO 10 KVA 500 1.0 500 CKT LOAD SERVED GOND PHASE NEUT GND'F7/1 DMD L1 L2 L3 DMD BKR COND PHASE NEUT GNO LOAD SERVED CKiLARGEST MOTOR 0 0.25 0 DEMAND LOADS 0 1.0 0 _ .,�1....RECE;PTS REMAINING 0 0.5 0_�__,__ L + 1 12 220 i 12HEAT.IRACE 1 12` 1 1 2 12_,_._$ATIDEII HDT.DISPLAY .�_- _ _- �.-. �.,.-.. SPACE HEATING 0 0.0 0 WATER HEATING 0 1.0 0 .TOTAL CONNECTED LOAD 25.3 KVA :70.3 AMPS , , 1 12 12 12 ZD 1 ZO 1 1 12 12 12 ,: 3 ' PASRiY. CASE /2" # # # / K R / /2' i # # ....SERVICE REc;EPT. 4 r.,.: _ : AIR CONDITIONING 0 1.0 :0 KITCHEN EQUIP. 0 0.65 0 x, ,. ,- -. , : MIN. FEEDER PANEL CAP. 29 KVA 80.8 AMPS _ 12 , 12 12 2D 1 20 1 1 12 12 12 _ NaaTr CASE _ BULK CREAMER K K OVERALL DEMAND FACTOR 1.15 _., s _, ,.._. .. _ _ 1 '12 12 12 201 aD1 1 12 12 12 , -.. u. ..._ -., : _ _ _ RESTROOM RECEIPT. CAPPUCCINO r 9 SATES ARFJ! .RECEFL 112' , #12 #12 #12 ' 2D/1 R K 2012 1/2' #12 #12 #12 HOT DOG ROLLER �12 „� DSPEHSfR /�_i # # � �! K K i Note L Feeder size. SEE RISER DIAGRAM - 1 12 12 12` 20 20 1 12 12 12 13 BUN WARMER /r # 1 i /2 K K /a /2' # 1 # BuN wARM�R 14 Eg - 15 " # K K # 16 UPDATED: 4/28/2014 11:31 am r :.�-- -�.�,. - PANEL S • ISSUED FOR: APPROVAL SMO( RECIPE 1 12 12 12 20 1 20 2 1 2 12 12 12 CUSTOMER .m.�.: ..m 17 /2' # ii # / K K / / # # # MK2tOMV1VE 18 LOCATION: ELEC RM MAIN: 100A MLA CONN. L6A15- 8.2 KVA 19 HOT DOG RORER 1/2' #12 #12 #12 20/2 K K #12 " 20 VOLTAGE: 120Y/2OBV SYSTEM: 30, 4W FEED: TOP 21 b #12 K K 20/2 1/2' #12 #12 #12 SLURPEE-38 22 TRIM: SURFACE BUS RATING 100A GROUND BUS: YES �. _ a 23 FAST FOOD MK2tOWAVE 1/2 #12 412 #12 20/2 K K #12 24 CKi LOAD SERVED GOND PHASE NEUT (; BKR DiaD L1 12 13 DMD BKR C01� PHASE NEUT GM LOAD SERVED CKi 25 " #12 K K 30/2 1/2' #10 #10 #10 COFFEE 26 1 VERIPHONE 3/4' #12 #12 #12 20/1 R R 20/1 3/4' #12 #12 #12 ATM 2 27 COFFEE 1/2• _ #10 #10 #10 30/2 K K #10 28 3 REDBOX KIOSK 3/4• #12 #12 #12 20/i R R 2D/1 3/4' #12 #12 #12 MANAt;ER'S DESK QUAD 4 " 10 50 3 4• - 10 VEEDER ROOT 3 4' 12 12 12 20 1 2D 1 3 4' 12 12 12 29 1f K A / / #8 # RTU -1 30 5 (L) / # # # / R R ! / # # # MANAGER'S DESK QUAD 6 31 CONDIMENT COUNTER 1/z' #12 #12 #12 20/1 K A #8 " 32 7 TM SENTINEL 3/4 #12 #12 #12 20/1 R R 20/1 3/4' #12 #12 #12 WORKSTATION QUAD ' 33 SPARE - - - - 20/1 1.0 A #8 34 9 SPARE - - - - 20/1 R - R 2D/1 3/4• #12 #12 #12 WORKSTATION QUAD 10 -_ - 35 SPARE - - - 20/1 1.0 1A 20/1 - - - SPARE 36 11 CASH REGISTER 3/4' #12 #12 #12 20/i R R 20/1 3/4' #12 #12 #12 WORKSTATION RECEPT 12 37 F1 D(PACK 1' #8 #8 #10 50/3 N 1A �/1 - - - - SPARE 3$ 13 SALTS COUNTER LOTTO 3/4' #12 #12 #12 20/1 R R 20/3 3/4' #12 #12 #12 SAD 14 20 1 20 1 12 39 #e N 10 / SPARE 40 15 SPARE ! R 1 R # 16 41 1}8 N to 20/1 - I - SPARE 42 17 CASH REGISTER 3/4' #12 412 #12 20/1 R R #12 " 18 _ _ �. : INTERRUPT RATING: 14,000 AIC 17998 40906 20528 FROM: PANEL MDP 19 EBT 3/4' #12 #12 #12 20/1 R - R 20/1 - - - - A SPARE 20 21 SPARE - - - 20/1 R R 20/1 - - - SPARE 22 DEMAND MINIMUM DEMAND MINIMUM REMAINING 23 EMS PANEL 3/4' #12 #12 #12 20/1 RR 20/1 - - - - SPARE �y- 24 LOADS (IN VA) CONNECTED LOADS CONNECTED u m _m - FACTOR FEEDER FACTOR FEEDER CONTINUOUS LOADS 0 1.25 0 25 MONEY ORDER , 3/4' #12 #12 #12 20/1 R R 20/1 - - - - SPARE 26 LIGHTING 0 1.25 0 NON -SEASONAL REMAINING 27 SPARE - - 1 - - 20/1 R o Ra - SPACE28 . RECEPTS TO 10 KVA 1800 1.0 1800 MOTORS 0 1.0 0 NON -CONTINUOUS LOADS 14690 1.0 14690 29 INTERCOM31,V #12 #12 #12 20/1 R i R 20/1 3/4' #12 #12 #12 iELE14" BOARD 30 DEMAND LOADS 0 1.0 0 RECEPTS REMAINING 0 0.5 0 LARGEST MOTOR 0 0.25 0 �lTERRUPT RATING: 10,000 AK; 2270 1954,[ 1930 FROM: PANEL IOP SPACE HEATING 0 0.0 0 WATER HEATING 0 1.0 0 TOTAL CONNECTED LOAD 59.4 KVA 165.1 AMPS AIR CONDITIONING 12450 1.0 12450 KITCHEN EQUIP. 30492 0.65 19820 MIN. FEEDER/PANEL CAP. 48.8 KVA 135.4 AMPS LOADS (IN VA) CONNECTED DEMAND MINIMUM LOADS CONNECTED DEMAND MINIMUM REMAINING FACTOR FEEDER FACTOR FEEDER CONTINUOUS LOADS 0 1.25 0 OVERALL DEMAND FACTOR 0.82 REMAINING LIGHTING 0 1.25 0 NON -SEASONAL RECEIPTS TO 10 KVA 6154 1.0 8154 NON -CONTINUOUS LOADS 0 1.0 0 MOTORS 0 1.0 0 DEMAND .LOADS 0 1.0 0 Note 1. Feeder size: SEE RISER DIAGRAM RECEPTS REMAINING 0 0.5 0 LARGEST MOTOR 0 0.25 0 SPACE HEATING 0 0.0 0 WATER HEATING 0 1.0 0 TOTAL CONNECTED LOAD 6.2 KVA 17.1 AMPS UPDATED: 4/28/2014 12:13 pm PANEL B AIR CONDITIONING 0 1.0 0 KITCHEN EQUIP. 0 0.65 0 MIN. FEEDER/PANEL CAP. 6.2 KVA 17.1 AMPS ISSUED FOR: APPROVAL ,m m I LOCATION: ELIC RM MAIN. 2 • 2 5A MLO CONN. LOAD: 51.4 KVA OVERALL DEMAND FACTOR 1.00 VOLTAGE: 120Y/208V SYSTEM: 30, 4W FEED: TOP TRIM: SURFACE BUS RATING 225A GROUND BUS: YES CKi LOAD SERVED COND PWISEI� NEUf GND 8KR DMD L1 L2 L3 DMD BKR COND IPWiSE� NEUT�GND_ LOAD SERVED CKT Note 1. Feeder size: SEE RISER DIAGRAM EXTERIOR IE MERCH 1/2• #12 1 #12 �}20/11 K K 20/1 1/2" #12 #12 TOBACCO COOLER 2 - _ �...; - _-. 3 FSD POP OUTLET 1/2• #12 #12 #12 20/1 t R K 20/1 1/2' #12 I #12 a #12 UNDERCOUNTER FRIDGE 4 UPDATED: 4/28/2014 12:14 pm T ISSUED APPROVAL PANEL F 5 FCB POP OURET 1/2' #12 #12 #12/t K R 20/1 t/2' 412 #12 #12 - LANCER FSD 6 - - U - w /l LOCATION: ELEC RM MAIN: 100A MLO CONN. LOAD: 10 KVA 7 UNDERCOUTER FREEZER 1/2' #12 #12 #12 20It K K 20/1 i/2• #12 #12 #12 KED COFFEE 8 VOLTAGE: 120/208V SYSTEM: 10, 3W FEED: TOP 9 DOOR BVaER 1/2• #12 #12 #12 20/t R K 20/1 -t/2' #12 #12 #12 - FSR 1 Q TRIM: SURFACE BUS RATING 100A GROUND BUS: YES 11 (L) IVIG DOOR HEATS 1/2' X12 #12 #12 120/1 C - N 20/1 1/2' #12 I #12 #12 (L) HAND DRYER 1 2 CKl LOAD SERVED GOND PHASE]NEUi t;rlD BKRIDMD L1 l2 L3 DMD BKR GOND PHASE NEUT GND LOAD SERVED CKT 13 WLSCO HOT HOLD 1/2' #12 #12 #12 20/1 K N 20/2 1/2' #12 #12 #12 FREEZER EVAPORATOR 14 1 DISPENSER #1 1/2" j12 1 12 # #12 20/1 N N 20/1 t/2' #12 #12 #12 DISPENSER #2 2 1 -.. _ 5 -(L)HAND DRYER t/2' /12 X12 #12 20/1 N N #12 16 3 SWITCHED NEUTRAL- _ _ _ - _ - SWITCHED NEUTRAL 4 1 7 SANDWICH CASE 1/2' #12 #12 #12 20/1 K K 25/2 1/2• #10 #10 #10 TURBO CHEF OVEN 18 5 43 1/2• #i2 #12 #12 20/1 y N 20/1 1/2' #12 #12 #12 DISPENSER #4 6 19 /2' 1 # # /2 Ns K #- ., 20 7 - - - - - - - - - - - 8 W.I.0 EVAPORATOR 1 12 12 12 za 10 SWITCHED NEUTRAL SWITCHED NEUTRAL 21 #12 N N 20/2 1/2• #12 #12 #12 SANDWICH CASE CU 22 9 DISPENSER 15 1/2' #12 #12 #12 20/1 N N 2D/1 1/2' #12 #12 #12 DISPERSER #8 10 I Z SLURPEE-38 f/2' #12 #12 #12 20/2 K N #12 " 24 11 SWITCHED NEUTRAL _ _ _ _ _ ,.K _ - - - - - SY1<TCIIED NEurRAL 12 - - 25 " #12 K . 1 K 30/2 1/2" J10 #10 /10 KE MAKER 26 13 SPACE - - - - - - _ - - - - - - SPACE 14 27 SPARE - - 20/1 - K #10 " 28 15 SPACE - - _- - - - _ - - SPACE 16 29 SPARE w - - - 20/1 _ - W 50/3 3/4• #8 #8 #10 WATER HEATER 30 17 RUL 51P 1/Z' #12 9 #12 #12 20/2 N 40. N 20/2 1/2• #12 #12 #12 PUL STP 18 31 SPARE - - - - 20/1 _ - W fa ,. 32 19 ., #12 N N #T2 20 W - �- 33 SPARE - - - - 20/1 - Y1 ,, 34 21 D -Box coNTROLBt 1/2' #t2F'2 1f12 20/1 N N 20/2 t/2' #12 #12 #12 DSL STP 22 35 SPARE - _ - _ 20/1 _ _ _ - 20/1 - - - - SPARE 36 23 SPACE - - - - _ N #12 ,. 24 RE � g w 37 RTU -2 3/4 fe j10L 40/3 A 20/1 y - SPARE 38 INTERRUPT RATING: 10,000 NC 6521 3510 ( FROM: PANEL L 39 A20/11 SPARE 40-_. 201 _ 41 #e �� A / - - - x SPARE 42 _ 1 _ - -_ �_ DEMAND MINIMUM DEMAND MINIMUM REMAINING �_- ------u_.w�.-�----°--- -�---- , ��.. ���� �°�A-� LOADS (IN VA) 'CONNECTED LOADS CONNECTED INTERRUPT RATING: 14,000 AK: 17610017070 16701 FROM: PANEL MDP FACTOR FEEDER FACTOR FEEDER CONTINUOUS LOADS 0 1.25 0 ��- LIGHTING 0 1.25 0 NON -SEASONAL REMAINING NON-CONTINUOUS LOADS 10031 1.0 10031 DEMAND MINIMUM DEMAND MINIMUM REMAINING RECEIPTS TO 10 KVA 0 1.0 0 , MOTORS 0 1.0 0 LOADS (IN VA) CONNECTED LOADS CONNECTED FACTOR FEEDER FACTOR FEEDER CONTINUOUS LOADS 1540 1.25 1925 DEMAND LOADS 0 1.0 0 RECEIPTS REMAINING 0 0.5 0 LARGEST MOTOR 0 0.25 0 REMAINING LIGHTING 0 1.25 0 NON -SEASONAL SPACE HEATING 0 0.0 0 WATER HEATING 0 1.0 0 TOTAL CONNECTED LOAD 10 - KVA 48.2 AMPS MOTORS 0 1.0 0 NON -CONTINUOUS LOADS 10560 1.0 10560 RECEIPTS TO 10 KVA 1800 1.0 1800 AIR CONDITIONING 0 1.0 0 KITCHEN EQUIP. 0 0.65 0 MIN. FEEDER/PANEL CAP. 10 KVA 48.2 AMPS RECEIPTS REMAINING 0 0.5 0 LARGEST MOTOR 0 0.25 0 DEMAND LOADS 0 1.0 0 --. OVERALL DEMAND FACTOR -1.00 SPACE HEATING 0 0.0 0 WATER HEATING 9000 1.0 9000 TOTAL CONNECTED LOAD 51.4 KVA 142.7 AMPS AIR CONDITIONING 10440 1.0 10440 KITCHEN EQUIP. 18040 0.65 11726 MIN. FEEDER/PANEL CAP. 45.5 KVA 126.3 AMPS Note 1. Feeder size: SEE RISER DIAGRAM OVERALL DEMAND FACTOR 0.88 Note 1. Feeder size: SEE RISER DIAGRAM I i ARCHITECTURE I i ' UTILITY COMPANY ��- TRANSFORMER ENGINEERING E.C. TO VERIFY OVERHEAD INTERIOR DESIGN OR UNDERGROUND 120/208V, 30, PROJECT MANAGEMENT SERVICE (N) METER BY G.C. PER UTILITY C.T. AND CABINET BY G.C. PER COMPANY SPECIFICATION AA 003420 + • UTILITY COMPANY SPECIFICATION CA 8660 (N) 2 SETS OF 3"C. DOUBLE THROW W/ (4) #350KCMIL 604 COURTLAND STREET DISCONNECT SWITCH FUSED AT 600A SUITE 100 N 2 SETS OF 3"C. ORLANDO, FLORIDA 32804 O W 4 350KCMIL : PH 407.645.5008 / O " 2 0 GND FX 407.629.9124 (N) 2 SETS OF 3 C. , BOND WITH i { W 4 350KCMIL 1 2G CU 600A 120�208�1, 3l�,, / O # O # 4A_ f�EW ANEL MDP SERVICE CU f- - - - - --GROUND - - � SEAL: #2/0 600A BUS 65,000 9 CONNECT GROUND WIRE TO TAI I 600A GENERATOR TAP BOX N N N N �,, �! ALL AVAILABLE ELECTRODES O O O O FURNISHED BY CONTRACTOR. PER NEC ARTICLE 250 I 225A 225A 100A 100A3P 3P 3P 3P I��° RE: E1.0 FOR LOCATION 65K 65K 65K 65K I �m 1.1� N.E.C. 250.52 A 7 � �' ; - N.E.C. 250.52 A 4 AIC - AIC AIC AIC • . - - - �m a � N.E.C. 250.52 A 1 c� c� • �� � � � �. .-. _. •. . n 1 N.E.C. 250.52...1A) A 2 _ .� N.E.C.. 250.52 A 5 N.E.C. 250.52 1316 C5 CD ----° ,: v 00 n pig © o f ^ \� N N 0° o o - c� IIII U Il v c.3 II I N M N i \M _. N EMERGENCY CONSULTANT: �n N I r\ r - GASOLINE HUT-OF...F. SS.WITCH I• N O O O. O O N ,1 .1 ,2 C. PANEL,A PANEL B PANEL S PANEL L _ - , :_ N _ 1 1 2 . C. PANEL F W/ (3)1#31,(141r W/ (3 1 20 208 120/208V 120 OS-' 120 208 2 120 208 3 - , _ - 30 30 30 30 L=5' %VD 0.1 L-5 �%VD - 0.1 -POLE 100A . 10 225A 225A 100A 225A _ 100A i. SEALS j I. I I _ +I, ONE -LINE DIAGRAM NTS j I ONE -LINE -NOTES: 1. CLEARLY LABEL MAIN ELECTRICAL SERVICE DISCONNECT(S) PER NEC. L2. PROVIDE ARC FLASH LABELING AS REQUIRED PER NEC 110.16 3. ALL WIRE SIZING BASED ON 75'C AMPACITY TABLE PER NEC. REFER TO ITEM 3.9 OF ELECTRICAL SPECIFICATIONS ON SHEET E3.0 FOR CONDUCTOR SPECIFICATIONS. ALL TERMINALS SHALL BE RATED AT 75'C. 4. ALL NEW PANELS ARE FURNISHED BY 7 -ELEVEN, INSTALLED BY GC. ALL PANELBOARD-FEEDERS TO BE PROVIDED BY GC. 5. EC TO PROVIDE UTILITY METER AND NEW ELECTRICAL SERVICE ENTRANCE. COORDINATE EXACT REQUIREMENTS WITH POWER UTILITY PRIOR TO COMMENCEMENT OF WORK. 6. EC TO COORDINATE ALL FUEL REQUIREMENTS WITH FUELING GC. THE EC WILL PROVIDE ALL NECESSARY CONDUITS, SEAL -OFFS, TROUGHS AND RACEWAYS FROM THE ELECTRICAL ROOM OR PANEL AREA TO THE EXTERIOR OF THE BUILDING, BUT NOT TO EXCEED 10 FEET FROM THE EXTERIOR BUILDING EDGE. ALL OTHER EQUIPMENT, WIRE, LABOR FOR THE COMPLETION OF THE FUEL SYSTEM TO BE PROVIDED BY THE FUELING GC. SERIES RATING - 65,000 AIC MAIN BREAKERS SUB PANEL BREAKERS BREAKER TYPE BREAKER TYPE 1 -POLE. 2 -POLE 3 -POLE 2 -POLE I 3 -POLE INDICATES NEW HG QO(B) N INDICATES EXISTING TO EXTEND (L) INDICATES LOCKING DEVICE 15-150A 1 O AIC 15-70A 15-125A 15-100A INDICATES 30mA TRIP GFCI BREAKER JG QO(B)VH N/A N/A 35-150A 0 150-250A 22K AIC QO(B) M 10K AIC - 15 70A - 15 125A - 15 30A Q G 0 70-225ALn QO(B)VH `~ I 22K AIC I N/A 150A 35-150A SUM OF MOTOR LOADS ON ANY INDIVIDUAL CIRCUIT DOES NOT EXCEED 1% OF THE CIRCUITS BREAKER FAULT CURRENT RATING. BREAKERS RATED 10K AIC - 1000 x .01 = 100A BREAKERS RATED 22K AIC - 22,000 x .01 = 220A RATING OF ALL CIRCUIT BREAKERS SHALL BE SERIES RATED FOR THE AVAILABLE SHORT CIRCUIT CURRENT - 65,000 A MINIMUM. DISTRUBUTION BREAKERS SHALL PROTECT ALL DOWNSTREAM PANELBOARD BREAKERS. LEGEND (NOT &L SYMBOLS ARE USED) -r,- BREAKER �- FUSE -� SWITCH �- CURRENT TRANSFORMER (CT) (N) INDICATES NEW (E) INDICATES EXISTING N INDICATES EXISTING TO EXTEND (L) INDICATES LOCKING DEVICE (B) INDICATES BLOCKING DEVICE (G) INDICATES GFCI BREAKER W INDICATES 30mA TRIP GFCI BREAKER C a ® NO DATE REMARKS 0 REVISIONS c 7 ®LVESTORE R 77' 1030508w 0 4955 CR. 46A c SANFORD, FL 32746 0 c C PROJECT NO: 2013,0266 DATE: APRIL 28, 2014 z El a I g a c w z 0 N PANEL SCHEDULES AND _ ONE -LINE DIAGRAM c� c o CHECKED, RW DRAWN: WT FX 4U/,62Y.y i 24 NOTE: COORDINATE ALL UNDERFLOOR CONDUIT ROUTING AND STUB -UPS WITH PLUMBING PRIOR TO INSTALLATION. SEAL;LL i �I Ly v A m J yrs m�-y'NU$ - DIY �' ✓✓' . I. . CONSULTANT: SLAB PENETRATION P LAN 114" - l' -on UNDERGROUND CONDUIT SCHEDULE CONDUIT DESIGNATOR NOTE SIZE P1 3/4" REFER TO E 1.0 FOR ELECTRICAL CIRCUITS. VERIFY LOCATION IS ACCEPTABLE AND FREE OF OBSTACLES PRIOR TO TRENCHING. P2 1" REFER TO E 1.0 FOR DATA CIRCUITS. VERIFY LOCATION IS ACCEPTABLE AND FREE OF OBSTACLES PRIOR TO TRENCHING. COORDINATE CONDUIT SIZE, TYPE, QUANTITY AND LOCATIONS WITH FUELING. VERIFY LOCATION IS ACCEPTABLE AND FREE OF OBSTACLES P3 PRIOR TO TRENCHING. _ ( N cel N o0 00 00 ^ ALL CABLING IS CAT -5 UNLESS NOTED TELEPHONE BOARD n n n n n OTHERWISE W 06 allo CD 0 KD ** EC TO INSTALL OWNER T-49/50 WORKSTATION V01 E4 FURNISHED CONDUIT r 6 T-39 FAX /T730 EBT T T �- 3 T r AND BOXES FOR ALL ++++ +++ 6 3 4 4 2 4 ,-- + 4 2 4 4 := EXTENDED Tl; o 0 0VVV - -,OW VOLTAGE WIRING 3 - ,) st- N st st O O co M ^ � 7 N v) � u) u7 sF M N M � o' O a' coOo r- h') a0 U] - T-39 SALES CTR FAX rn �n c- c� � �- Lo rn o rn d M � d; N d; n 'o N cy w �n I r� 0 o r� M N I o L I o I I I L t I I I I I t I I I I I EXCEPT ATG WHICH IS t O I Z Z I N �r ao d d > d ao �t N r \ a >. > > > > a I I \ > > > > > I > > k t _. VOICE v -I ao=, CoQ I\ I i 1 -- f c� a a a a I a Q > > > a _ = x _. T49/50 $ALES CTR o_ - a rn a o a a o t I i- rn o i-- rn F- TO BE PROVIDED BY I D-6 LOTTO w� c� ' ``' � o 0 0 0 o a a 0- a �' 0 0 0 o r d o� cn o c- (ni--� v �tv) l ot- F- i- f- t- a ¢ ¢ a Q a i- r a- f- m vo �� �o>1=w w i-� FUELING CONTRACTOR. T-39 SALES CTR MOM Z w¢ o o¢ w �- w F- r w o_ m m a �- w z¢ REF. E1.0/DTL. 2 3,4 i - A w w w �,-,- T z zz z z o z ao ri \``' w ®civ vv vvvwm v o U v T 39 SALES CTR FAX(SP R) w w c� ,- r� - N d oo - - - c� w w w w www - ww w w > > o t 4 a a a a o 0 0 o' o a o a® o J cn V) cn V) cn vn cn cn o cn cn a + EC TO PROVIDE PULL T-39 MGR OFFICE FAX a a Q °- cL � > c`i c � �' � > �d a ¢ a > N OG :M 1+7 0: N . - M Z Q: Ir G) C9 p' �' U V ,. w N cn cn vi cn w I f- E- z z f - �- E - z - v c -_. - v STRING IN CONDUIT. T 49/50 MGR OFFICE VOIC V) cn a f- rn `t z ¢ > . ��--. a t f- Q a V) V) V) > V7 w Z Z Z J J Z Z J U 4,3:= T-39 ATM o::rr. o' ;;o' w w w w w w c � c� c� c� c� ca c� 0 c� ,r, I WIRING AND a wow �� v v wo ww I ww¢ wt�i i - E- v v v v i - �- �- f- rn z TERMINATIONS WILL BE + >CD 11 fti- _. ,_ w Ui Q Q V) V) n l r r N M O O (�_N r- co Q , 0 c� c� c� c� cD n M 0 CD CD PROVIDED BY THE z z wz ww _www www w w . w r� o ocFUELING CONTRACTOR. r 3 _ w m - �.�._ ATM EXTERIOR - SALES FLOOR WIC SALES COUNTER MANAGERS OFFICE FRONT. ..::ELECTRICAL ISP WORKSTATION -j � . - � °. DOOR �,., LOW VOLTAGE RISER DIAGRAM , 2 NTS !'' NO DATE REMARKS REVISIONS l EN '0 STOR #1030508 0 4955 CR. 46A c SANFORD, FL 32746 0 U c PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 E .1 o ELEC CAL S LA � PENETRATION PLAN DRAWN: VLD 2' { 3 i c 4jW115 4 ... r r T 3 FX 4U/,62Y.y i 24 NOTE: COORDINATE ALL UNDERFLOOR CONDUIT ROUTING AND STUB -UPS WITH PLUMBING PRIOR TO INSTALLATION. SEAL;LL i �I Ly v A m J yrs m�-y'NU$ - DIY �' ✓✓' . I. . CONSULTANT: SLAB PENETRATION P LAN 114" - l' -on UNDERGROUND CONDUIT SCHEDULE CONDUIT DESIGNATOR NOTE SIZE P1 3/4" REFER TO E 1.0 FOR ELECTRICAL CIRCUITS. VERIFY LOCATION IS ACCEPTABLE AND FREE OF OBSTACLES PRIOR TO TRENCHING. P2 1" REFER TO E 1.0 FOR DATA CIRCUITS. VERIFY LOCATION IS ACCEPTABLE AND FREE OF OBSTACLES PRIOR TO TRENCHING. COORDINATE CONDUIT SIZE, TYPE, QUANTITY AND LOCATIONS WITH FUELING. VERIFY LOCATION IS ACCEPTABLE AND FREE OF OBSTACLES P3 PRIOR TO TRENCHING. _ ( N cel N o0 00 00 ^ ALL CABLING IS CAT -5 UNLESS NOTED TELEPHONE BOARD n n n n n OTHERWISE W 06 allo CD 0 KD ** EC TO INSTALL OWNER T-49/50 WORKSTATION V01 E4 FURNISHED CONDUIT r 6 T-39 FAX /T730 EBT T T �- 3 T r AND BOXES FOR ALL ++++ +++ 6 3 4 4 2 4 ,-- + 4 2 4 4 := EXTENDED Tl; o 0 0VVV - -,OW VOLTAGE WIRING 3 - ,) st- N st st O O co M ^ � 7 N v) � u) u7 sF M N M � o' O a' coOo r- h') a0 U] - T-39 SALES CTR FAX rn �n c- c� � �- Lo rn o rn d M � d; N d; n 'o N cy w �n I r� 0 o r� M N I o L I o I I I L t I I I I I t I I I I I EXCEPT ATG WHICH IS t O I Z Z I N �r ao d d > d ao �t N r \ a >. > > > > a I I \ > > > > > I > > k t _. VOICE v -I ao=, CoQ I\ I i 1 -- f c� a a a a I a Q > > > a _ = x _. T49/50 $ALES CTR o_ - a rn a o a a o t I i- rn o i-- rn F- TO BE PROVIDED BY I D-6 LOTTO w� c� ' ``' � o 0 0 0 o a a 0- a �' 0 0 0 o r d o� cn o c- (ni--� v �tv) l ot- F- i- f- t- a ¢ ¢ a Q a i- r a- f- m vo �� �o>1=w w i-� FUELING CONTRACTOR. T-39 SALES CTR MOM Z w¢ o o¢ w �- w F- r w o_ m m a �- w z¢ REF. E1.0/DTL. 2 3,4 i - A w w w �,-,- T z zz z z o z ao ri \``' w ®civ vv vvvwm v o U v T 39 SALES CTR FAX(SP R) w w c� ,- r� - N d oo - - - c� w w w w www - ww w w > > o t 4 a a a a o 0 0 o' o a o a® o J cn V) cn V) cn vn cn cn o cn cn a + EC TO PROVIDE PULL T-39 MGR OFFICE FAX a a Q °- cL � > c`i c � �' � > �d a ¢ a > N OG :M 1+7 0: N . - M Z Q: Ir G) C9 p' �' U V ,. w N cn cn vi cn w I f- E- z z f - �- E - z - v c -_. - v STRING IN CONDUIT. T 49/50 MGR OFFICE VOIC V) cn a f- rn `t z ¢ > . ��--. a t f- Q a V) V) V) > V7 w Z Z Z J J Z Z J U 4,3:= T-39 ATM o::rr. o' ;;o' w w w w w w c � c� c� c� c� ca c� 0 c� ,r, I WIRING AND a wow �� v v wo ww I ww¢ wt�i i - E- v v v v i - �- �- f- rn z TERMINATIONS WILL BE + >CD 11 fti- _. ,_ w Ui Q Q V) V) n l r r N M O O (�_N r- co Q , 0 c� c� c� c� cD n M 0 CD CD PROVIDED BY THE z z wz ww _www www w w . w r� o ocFUELING CONTRACTOR. r 3 _ w m - �.�._ ATM EXTERIOR - SALES FLOOR WIC SALES COUNTER MANAGERS OFFICE FRONT. ..::ELECTRICAL ISP WORKSTATION -j � . - � °. DOOR �,., LOW VOLTAGE RISER DIAGRAM , 2 NTS !'' NO DATE REMARKS REVISIONS l EN '0 STOR #1030508 0 4955 CR. 46A c SANFORD, FL 32746 0 U c PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 E .1 o ELEC CAL S LA � PENETRATION PLAN DRAWN: VLD t 5. AT THE END OF THE REQUIRED EMERGENCY SOURCE TIME DURATION, THE EMERGENCY LUMINAIRES SHALL PROVIDE AN AVERAGE ILLUMINATION LEVEL OF AT LEAST 0.6 FOOT-CANDLE BUT IT ANY POINT IT SHALL NOT BE LESS THAN 0.06 FOOT—CANDLE ALONG THE PATH OF EGRESS AT FLOOR LEVEL. 6. THE EMERGENCY ILLUMINATION LEVEL SHALL HAVE A MINIMUM— TO—MAXIMUM EMERGENCY ILLUMINATION UNIFORMITY RATIO THAT DOES NOT EXCEED 40:1. 7. CONDUIT AND WIRING IN AREAS WHERE EXPOSED SHALL BE ROUTED AT 90 DEGREE ANGLES PERPENDICULAR OR PARALLEL TO JOISTS. COORDINATE PAINTING OF CONDUIT WITH ARCHITECTURAL FINISHES. SEAL: �w ° � KPS �a:� � a • � 65, 5. -, > LIGHTING PLAN 114"=1,-oH LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER VOLTS/PH WATTS . LAMP TYPE LAMP QTY MOUNTING DESCRIPTION QTY Al GE BT-22-0—A3—A—P—WHITE 120/1 35 INTEGRAL LED 1 RECESSED 2' X 2' RECESSED LED TROFFER 15 #8 GA. MIN HANGER WIRE INDEPENDENT OF CEILING A1E GE BT-22-0—A3—A—P—WHITE—EL 120/1 35 INTEGRAL LED 1 RECESSED 2' X 2' RECESSED LED TROFFER W/ BATTERY BACKUP 5 SUPPORT SYSTEM. Cl PHILIPS SN-2-48INUVNSS-TLEDW 120/1 36 421875-19T8/END/4 2 SURFACE SURFACE MOUNTED STRIP FIXTURE WITH PHILIPS LED LAMPS 3 8-4000—UNV (LED) D1 CREE CR14-LE—SE-4040CSTM 120/1 44 LED 1 PENDANT 4' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. 25 RECESSED TROFFER <. 4' LINEAR LED W/ BATTERY BACKUP. PROVIDE REQUIRED PENDANT MOUNTING D1 E CREE CR14—LE—SE-4040CSTM—EB 120/1 44 LED 1 PENDANT 10 KIT. n D2 CREE CR14—LE—SE-4040CSTM 120/1 44 LED 1 SURFACE 4' LINEAR LED. PROVIDE REQUIRED SURFACE MOUNTING KIT. 5 E1 PHILIPS LLNURW 120/1 2 LED 1 UNIVERSAL LED EXIT SIGN W/ RED LETTERS AND 90 MINUTE BATTERY BACKUP 2 U G2 GE EWS1 —0—C—E-57—G-1 —N—DKBZ 120/1 67 LED 1 WALL EXTERIOR LED WALL LIGHT 10 " / FIXTURE 'CLAMP 1 H PHILIPS OV-1-481NUVNSS—TLEDW 120/1 36 421875-19T8/END/4 2 SURFACE 4 5 LINEAR VAPOR—TIGHT FIXTURE WITH PHILIPS LED LAMPS � FIXTURE CLAMP 8-4000—UNV -- J2PS ELECTRALED JSL-06—WPS—WH (lx RLDS-6) 120/1 33 LED 1 SURFACE 6' LINEAR LED STRIP LIGHT W/ POWER SUPPLY 2 J3 ELECTRALED JSL-08—WOPS-WH (2x RLDS-4) 120/1 44 LED 1 SURFACE 8' LINEAR LED STRIP LIGHT W/OUT POWER SUPPLY 3` J3PS ELECTRALED JSL-08—WPS—WH (2x RLDS-4) 120/1 44 LED 1 SURFACE 8 LINEAR LED STRIP LIGHT W/ POWER SUPPLY 3 - LAY—IN CEILING GRID N PHILIPS LEDPRSBRCL 120/1 10 LED 1 WALL EMERGENCY WALL LIGHT W/ 90 MINUTE BATTERY BACKUP 2 X1 PHILIPS E611W 120/1 11 LED 2 UNIVERSAL EMERGENCY FIXTURE W/ 90 MINUTE BATTERY BACKUP 4 INTERIOR CEILING LIGHTING FIXTURE PACKAGE UNLESS OTHERWISE NOTED 7—ELEVEN SHALL FURNISH THE INTERIOR AND EXTERIOR LIGHTING FIXTURE PACKAGE— (INSTALLED BY G.C.) 5 RECESSED FIXTURE MOUNTING NTS +9'-81, ATTACH JOINING PLATE TO ALIGN AND SECURE FIXTURES. INSTALL GROMMET FOR THROUGH—WIRING b TYPICAL SUSPENDED LIGHT FIXTURE MOUNTING NTS EMS SYSTEM LIGHTING CONTROL SIGNAL (REF EMS1.0) N2 L-27 0 ' I L-32 0 L-34 o I L-37 o I L-37 0 I MONUMENT SIGN SPARE 1 SPARE coebr SPARE --a- SPARE EMS SYSTEM LIGHTING CONTROL SIGNAL Jam' (REF EMS1.0) l HN2 C EXTERIOR SIGN EXTERIOR LIGHTS oma` L-20 CANOPY LIGHTS SITE LIGHTS o^ L-31 CANOPY LIGHTS SPARE ( SPARE MONUMENT SIGN SPARE SPARE �rHR� C 4 LIGHTING CONTACTOR N-2 EMS SYSTEM LIGHTING CONTROL SIGNAL (REF EMS1.0) NTS TT 1 7-R V N STO #1030508 s 4955 CR. 46A SANFORD, FL 32746 i PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 0 N O 11 LIGHTING PLAN c a CHECKED: SN DRAWN: VLD I. GENERAL NOTES EYED NOTES - LIGHTING t lFffERPLANIJ, 1. EMERGENCY EXIT ILLUMINATION SHALL BE SUPPLIED FROM STORAGE BATTERY THAT OCCUPANCY SENSOR 'A', RE:2, +42", TYP. IS TO PROVIDE 90 MINUTES OF CONTINUED ILLUMINATION IN CASE OF A PRIMARY � OCCUPANCY SENSOR B , RE:3, TYP. ARCHITECTURE ;. POWER LOSS. LIGHT SWITCH, MOUNT AT "42", TYP. ENGINEERING 2. THE BRANCH CIRCUIT FEEDING THE UNIT EQUIPMENT (EMERGENCY LIGHT/EXIT SIGN 13W LED COOLER DOOR LIGHTS PROVIDED AND INSTALLED BY COOLER DOOR INTERIOR DESIGN i WITH SELF-CONTAINED RECHARGEABLE BATTERY) SHALL BE THE SAME BRANCH MANUFACTURER, E.C. TO PROVIDE WIRING .FOR .COOLER/ FREEZER DOOR PROJECT MANAGEMENT CIRCUIT AS .THAT .SERVING THE NORMAL LIGHTING IN THE AREA AND CONNECTED LIGHTS AND CONNECT TO MANUFACTURER SUPPLIED JUNCTION BOX . IST AHEAD OF ANY LOCAL SWITCHES OR TIME CLOCKS AS SHOWN ON PLAN. AA 0 MOUNT AT 9'-4" TO BOTTOM, RE:6 E2.0. TYPICAL OF ALL LOCATIONS. / CAA 8 866660 l 3. ALL LIGHT FIXTURES IN FOOD PREPERATION, UTENSIL WASHING AND OPEN FOOD STORAGE AREAS SHALL CONTAIN SHATTERPROOF ACRYLIC TUBE GUARDS OVER THE BULBS. 604 COURTLAND STREET SUITE 100 4. EMERGENCY LUMINAIRES SHALL PROVIDE AN INITIAL AVERAGE ILLUMINATION LEVEL ORLANDO, FLORIDA 32804 OF AT LEAST 1 FOOT—CANDLE BUT AT ANY POINT IT SHALL NOT BE LESS THAN PH 407,645,5008 0.1 FOOT—CANDLE ALONG THE PATH OF EGRESS AT FLOOR LEVEL FX 407,629.9124 5. AT THE END OF THE REQUIRED EMERGENCY SOURCE TIME DURATION, THE EMERGENCY LUMINAIRES SHALL PROVIDE AN AVERAGE ILLUMINATION LEVEL OF AT LEAST 0.6 FOOT-CANDLE BUT IT ANY POINT IT SHALL NOT BE LESS THAN 0.06 FOOT—CANDLE ALONG THE PATH OF EGRESS AT FLOOR LEVEL. 6. THE EMERGENCY ILLUMINATION LEVEL SHALL HAVE A MINIMUM— TO—MAXIMUM EMERGENCY ILLUMINATION UNIFORMITY RATIO THAT DOES NOT EXCEED 40:1. 7. CONDUIT AND WIRING IN AREAS WHERE EXPOSED SHALL BE ROUTED AT 90 DEGREE ANGLES PERPENDICULAR OR PARALLEL TO JOISTS. COORDINATE PAINTING OF CONDUIT WITH ARCHITECTURAL FINISHES. SEAL: �w ° � KPS �a:� � a • � 65, 5. -, > LIGHTING PLAN 114"=1,-oH LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER VOLTS/PH WATTS . LAMP TYPE LAMP QTY MOUNTING DESCRIPTION QTY Al GE BT-22-0—A3—A—P—WHITE 120/1 35 INTEGRAL LED 1 RECESSED 2' X 2' RECESSED LED TROFFER 15 #8 GA. MIN HANGER WIRE INDEPENDENT OF CEILING A1E GE BT-22-0—A3—A—P—WHITE—EL 120/1 35 INTEGRAL LED 1 RECESSED 2' X 2' RECESSED LED TROFFER W/ BATTERY BACKUP 5 SUPPORT SYSTEM. Cl PHILIPS SN-2-48INUVNSS-TLEDW 120/1 36 421875-19T8/END/4 2 SURFACE SURFACE MOUNTED STRIP FIXTURE WITH PHILIPS LED LAMPS 3 8-4000—UNV (LED) D1 CREE CR14-LE—SE-4040CSTM 120/1 44 LED 1 PENDANT 4' LINEAR LED. PROVIDE REQUIRED PENDANT MOUNTING KIT. 25 RECESSED TROFFER <. 4' LINEAR LED W/ BATTERY BACKUP. PROVIDE REQUIRED PENDANT MOUNTING D1 E CREE CR14—LE—SE-4040CSTM—EB 120/1 44 LED 1 PENDANT 10 KIT. n D2 CREE CR14—LE—SE-4040CSTM 120/1 44 LED 1 SURFACE 4' LINEAR LED. PROVIDE REQUIRED SURFACE MOUNTING KIT. 5 E1 PHILIPS LLNURW 120/1 2 LED 1 UNIVERSAL LED EXIT SIGN W/ RED LETTERS AND 90 MINUTE BATTERY BACKUP 2 U G2 GE EWS1 —0—C—E-57—G-1 —N—DKBZ 120/1 67 LED 1 WALL EXTERIOR LED WALL LIGHT 10 " / FIXTURE 'CLAMP 1 H PHILIPS OV-1-481NUVNSS—TLEDW 120/1 36 421875-19T8/END/4 2 SURFACE 4 5 LINEAR VAPOR—TIGHT FIXTURE WITH PHILIPS LED LAMPS � FIXTURE CLAMP 8-4000—UNV -- J2PS ELECTRALED JSL-06—WPS—WH (lx RLDS-6) 120/1 33 LED 1 SURFACE 6' LINEAR LED STRIP LIGHT W/ POWER SUPPLY 2 J3 ELECTRALED JSL-08—WOPS-WH (2x RLDS-4) 120/1 44 LED 1 SURFACE 8' LINEAR LED STRIP LIGHT W/OUT POWER SUPPLY 3` J3PS ELECTRALED JSL-08—WPS—WH (2x RLDS-4) 120/1 44 LED 1 SURFACE 8 LINEAR LED STRIP LIGHT W/ POWER SUPPLY 3 - LAY—IN CEILING GRID N PHILIPS LEDPRSBRCL 120/1 10 LED 1 WALL EMERGENCY WALL LIGHT W/ 90 MINUTE BATTERY BACKUP 2 X1 PHILIPS E611W 120/1 11 LED 2 UNIVERSAL EMERGENCY FIXTURE W/ 90 MINUTE BATTERY BACKUP 4 INTERIOR CEILING LIGHTING FIXTURE PACKAGE UNLESS OTHERWISE NOTED 7—ELEVEN SHALL FURNISH THE INTERIOR AND EXTERIOR LIGHTING FIXTURE PACKAGE— (INSTALLED BY G.C.) 5 RECESSED FIXTURE MOUNTING NTS +9'-81, ATTACH JOINING PLATE TO ALIGN AND SECURE FIXTURES. INSTALL GROMMET FOR THROUGH—WIRING b TYPICAL SUSPENDED LIGHT FIXTURE MOUNTING NTS EMS SYSTEM LIGHTING CONTROL SIGNAL (REF EMS1.0) N2 L-27 0 ' I L-32 0 L-34 o I L-37 o I L-37 0 I MONUMENT SIGN SPARE 1 SPARE coebr SPARE --a- SPARE EMS SYSTEM LIGHTING CONTROL SIGNAL Jam' (REF EMS1.0) l HN2 C EXTERIOR SIGN EXTERIOR LIGHTS oma` L-20 CANOPY LIGHTS SITE LIGHTS o^ L-31 CANOPY LIGHTS SPARE ( SPARE MONUMENT SIGN SPARE SPARE �rHR� C 4 LIGHTING CONTACTOR N-2 EMS SYSTEM LIGHTING CONTROL SIGNAL (REF EMS1.0) NTS TT 1 7-R V N STO #1030508 s 4955 CR. 46A SANFORD, FL 32746 i PROJECT NO: 2013.0266 DATE: APRIL 28, 2014 0 N O 11 LIGHTING PLAN c a CHECKED: SN DRAWN: VLD ARCHITECTURE_ ELECTRICAL SPECIFICATION - ENGINEERING a INTERIOR DESIGN 3.5.1.1 SINGLE POLE SWITCHES: 3.7.4 -FUSES, EQUIPMENT: ��.: PROJECT MANAGEMENT _ INTRODUCTION .r 645 . _ SES IF -RE REQUIRED, SHALL BE OF THE DUAL ELEMENT, TIME DELAY VARIETY EQUIPMENT FU Q , D EQUIVALENT; TO LEVITON SINGLE POLE WALL SWITCHES SHALL BE SIMILAR AN Q E EN 0 PLISHED IN THE FIELD AT THE BE SIMILAR AND EQUIVALENT T ON OF THE ELECTRICAL SYSTEM WILL BE ACC M NS. FUSES FOR HVAC REFRIGERATION SHALL Q THE' CONTRACTING FOR INSTALLATION . LATE FOR SINGLE AS INDICATED ON PLA / . CS120-2W 20A 120-277VAC TOGGLE SWITCH (WHITE) WITH COVERPLATE _ S AND CONTRACT - - THE APPROPRIATE AMPERAGE. TO AID IN PREPARATION OF DIVISION LEVEL STORE PLAN EL. THESE SPECIFICATIONS ARE DIVISION: LEVEL. TO COOPER BUSSMANN FUSE .TYPE 'LPN RK SP, CLASS RK1 FOR AA 003420 GANG OR WHITE COVERPLATE FOR DOUBLE GANG. DOCUMENTS-INSPECIFICATION AND THE CONTRACT DOCUMENTS PROVIDED BY (WHITE) `=-.: CA 8660 CASE OF A CONFLICT BETWEEN THIS SPECIFI AT PLANS AND SPECIFICATIONS SHALL PREVAIL. ---- CONSTRUCTION MANAGER THE DIVISION'S THE DIVISION 3.8 SPD .SHALL BE PROVIDED BY GRAYBAR. _e .�. 3.5.1.2 3 -WAY SWITCHES. STREET _. » » _ 604 CCURTLAND - CONDUCTORS: _ DEFINITIONS - 3.9 N - .. _ F - 4503 120A ::_ . SUITE 100 ..�___Y._ ...._ .... E U VALENT TO BRYANT _ ..... .�. _ ... CHES SHALL BE SIMILAR AND Q . � �_. _ 3 WAY SWITCHES 1_ _.: _ IS PR _ _ TO_.: ; :. . _ , PLY T _. 0 S_ AP _ � DEFINITI N _ LLO ING _ _ __ T E _ :. _COVERPLATE FOR- . _E COV _ � .<� _ _ __ _ , .. _. -AND WHIT - _ - ,. _ .. , , , .... ._ _ HANDLE z. f ._ _. _ _ Y SWITCH�WHITE_ _ O IDA 32804 ___ . __ _ _ _ 120 277VAC 3 WA_ _ _ ORLANDO FL R F._ _ _,:S ZE: SHALL : BE . _U C0 DOCTOR I _ _ _ PE- THHN ONO, MINIM M . N . , _..__ _ _ _ TORS SHALL BE COPPER TY ,L CO DUC_ AL N ,_ _ LE GAN .. TE OR DOUG, � .._ _ ERPLA FE CO , _.. _:..: .. . GOR WHIT _ SINGLE GAN SIN O8 r .. _,_ .._ _ ,._ .. 550 _ .. � _ _ .. _ . PH 407.64 . .� � _ _ ( ALL _ .. _ _ _ ,, SK. L BE'STRANDED. INSULATION TYPE SH _ ._ _ . RM THE TA GER SHAL _ _ _. _ _ _ _ _ _ _ ._ _ _ ESSARY-_TO PERFO S ` 0 'AWG AND: LAR , _ �F .. _, . _ .. _ . U LY THE,.MATERIAL. NEC 2 AWG:: CONDUCTOR 1 _ _ _� _.. � .. �__ _ _ __..__ FURNISH .TO S P,P 1 ,. __ 8 . _ ... _ n 9124 -�, . .. , . _REQUIRE.407.629. _ � t.�. ..- _ __ . - 0 FIXTURES., -SOMETIME FX _..... _,_.�.� _ _ _ _ _. _ _ _ THE TASK. _ _ S. LIGHT FIXTURES S M __ _ _ , ,_ ._ . __. _- _ _ ,. ,. _ Y TO COMPLETE ER REQUIREMENTS. ._. _ ._._��._ r ., - _ _ _ . LY :T E LABOR; NECESSAR ## N.E.C.OR MANUFACTUR Q , .. , , ... _ _ _ _ _ INSTALL TO SUPP H CONFORM WITH N :fes _. _ 2 NOT USE 3.5. E THE TA LOCATIONS. AN LABOR TO COMPLETE USE TYPE THWN IN WETft OVIDE TO FURNISH. AND INSTALL' MATERIAL A PR , , 90 DEGREE WIRE. FOR THE PARTICULIAR APPLICATION. , a .. � . _ _. __ _ _ CONVENIENCE OUTLET _ _ �-..._.:.:�:-. A _ . a 3.5.3 w _ ( ) _s, -z ,�... __ _ .. .SCOPE ,. OT BE USED. ..SEAL, ;� _> - - _, � ,. ._. _, ..:..- 1 3.9.1 NM CABLE ROMEX -SHALL N. ON CR20- - 0 LEVI _ .. ENT T T ... - -(U.N.O.)I EQUIVALENT , ... � _ . I ILAR AND E I _ , SHALL BE S M Q CE OUTLETS .._._ __...20A CONVENIENCE .... .._ ...3_�. .. <.:. ..__. _ .. _ _. _NEC .AND �_ _EXECUTE WORK PER _ _ _O EXEC T _ _ _REQUIRED T � r . _ _ , ,. , w _. , .. _ EQUIPMENTQ _ x� . n . _ . , _ _ MATERIALS AND PROVIDE ALL LABOR M _ QUSED U.N.O. 1.1 E.C. TO PR IS SHALL NOT BE _ �_ . , . �_ _. __ _ _ . _ _. _## .ALUMINUM CONDUCTOR E. x _. � _ _._ _ , : � -CLE WITH WHITE COVERPLATE 3.9.2 � . _.. r125V DUPLEX GROUNDING RECEPTACLE a r2 POLE 3 WIRE 20 A a _ �,. _.,...: : ,... , f f n n .. .._ .:_ __. ... n COMPLETION. n .. __ E TIME. OF PROJECT _ _..,. . CABLE ELECTRICAL' CODES IN 'FORCE` AT TH - ALL APPLICABLE pN -. _ _ - , SIMILAR AND EQUIVALENT TO LEVITON 88003 FOR SINGLE DUPLEX OR LEVIT _ � Q # PERMITTED FOR USE AS BRANCH CIRCUITS �, (QUAD). 3.9.3 METAL -CLAD CABLE (MC) :SHALL BE PERM _ , �E 88016 FOR DOUBLE DUPLEX QUA _ PANELBOARDS, ( ) w ED T0. ELECTRICAL SERVICE AND DISTRIBUTION SYSTEMS, N , # 1.2 THIS .WORK INCLUDES BUT IS NOT LIMIT .:... IN WALL, CEILING OR CABINETRY. SWITCHES, LIGHTING FIXTURES POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL DISCONNECT` SWI , F _ 3:5.4 OUTLET ISOLATED GROUND 20A ; h EQUIPMENT REQUIRED FOR A COMPLETE SYSTEM. ( ) Q 4. TESTING. AND INSPECTION T 0 LEVITON 5362-1G a pm _ 1.3 E.C. TO VERIFY TYPE OF POWER SERVICE AVAILABLE UNDERGROUND OR OVERHEAD) AND ISOLATED GROUND OUTLETS SHALL BE SIMILAR AND EQUIVALEN T MAXIMUM SHORT CIRCUIT CURRENT PRIOR TO SUBMITTING A PROPOSAL. 20A 125V SINGLE ISOLATED GROUND RECEPTACLE ORANGE WITH 4.1 TESTING: 2 POLE, 3 WIRE, , ( (WHITE) COVERPLATE. 4.1.1 THE E.C. SHALL TEST, PRIOR TO ENERGIZING FOR THE FIRST TIME, 0, 1.4 E.C. TO VERIFY TYPE OF TELEPHONE SERVICE AVAILABLE (UNDERGROUND OR OVERHEAD) GFCI CONVENIENCE OUTLETS INDOOR & OUTDOOR): ALL PIECES OF ELECTRICAL 'EQUIPMENT TO ASSURE THEY HAVE THE�° °oo •. 3.5.5 F ( ) PRIOR TO SUBMITTING A PROPOSAL. PROPER .PHASE TO PHASE AND -PHASE TO GROUND INSULATION ._AND TO BE 1.5 E.C. TO VERIFY METERING, IN ACCORDANCE WITH LOCAL ELECTRIC UTILITY COMPANY REQUIREMENTS, FOR OUTDOOR GFCI OUTLETS SHALL BE WEATHER RESISTANT WR LABELED EQUIVALENT TO FREE OF SHORTS. AFTER ENERGIZING, EACH LUMINAIRE SHALL BE LIT GENERAL SERVICE SCHEDULE. THE LEVITON #WR899-W 20A OUTLET WITH OUTDOOR COVERPLATE #4500B AND BACK AND TESTED. PLATE #63101. INDOOR GFCI OUTLETS SHALL BE EQUIVALENT TO LEVITON #7899-W, 20A 1.6 E.C. SHALL INSTALL 3-PHASE 4 -WIRE 120/208V WYE SERVICE. IF FOR ANY REASON, THIS IS WITH (WHITE) COVERPLATE. 4.1.2 THE VARIOUS CIRCUITS SERVED FROM THE PANELBOARDS VARY IN LOADING: THE E.C. SHALL CAREFULLY BALANCE THE LOAD ON EACH LEG NOT AVAILABLE, THE E.C. SHALL NOTIFY 7 -ELEVEN, IN WRITING PRIOR TO SUBMITTING OF ;OF 3.5.6 NOT USED THE SERVICE. WHEN ALL LOAD IS TURNED ON AND THE SYSTEM IS OPERATING PROPOSAL (U.N.O.). AT 100%, THE INITIAL UNBALANCE SHALL NOT EXCEED 10% CONSULTANT' 1.7 E.C. TO PROVIDE PANELBOARD NAMEPLATES. PROVIDE LAMINATED PLASTIC NAMEPLATES WITH 3/4 NCH 3.5.7 SAFETY SWITCHES: MINIMUM CONTRASTING -COLOR ENGRAVED LETTERS IDENTIFYING EACH PANELBOARD. NOTE: WITH 3 PHASE DELTA, PHASES A AND C SHALL BE BALANCED WITHIN 10% PHASE B SAFETY SWITCHES SHALL BE UL APPROVED GENERAL DUTY SAFETY SWITCHES WITH LOCK OFF (HIGH LEG) SHALL BE BALANCED AS CLOSELY AS POSSIBLE. 2. INSTALLATION `EQUIVALENT TO THOSE MANUFACTURED BY "SQUARE -D". SWITCHES HANDLES SIMILAR AND WILL BE FUSIBLE OR NON -FUSIBLE AS INDICATED ON PLANS/LOCAL CODES AND WILL BE NEMA 4.2 INSPECTION: 2.1 THE INSTALLATION SHALL COMPLY WITH ALL LAWS IN EFFECT AT THE TIME OF CONSTRUCTION APPLYING TO TYPE 1 FOR INDOOR (DRY) INSTALLATION OR A NEMA TYPE 3R ENCLOSURE FOR OUTDOOR ELECTRICAL INSTALLATION, AND WITH THE REGULATIONS OF THE NEC, WHERE SUCH REGULATIONSDO NOT INSTALLATION. FUSED, SWITCHES SHALL HAVE REJECTION STYLE FUSE HOLDERS TO MATCH E.C. SHALL FURNISH AT THE COMPLETION OF THE PROJECT OR CONFLICT WITH THE LAWS IN EFFECT, AND WITH THE PUBLIC UTILITY COMPANY FURNISHING THE SERVICE. LPN -RK CLASS RK1 FUSES. EACH INSPECTION POINT OF THE PROJECT, AN INTERMEDIATE OR FINAL INSPECTION CERTIFICATE FROM THE LOCAL INSPECTING. AUTHORITY. 2.1.1 THE E.C. SHALL UPGRADE THESE SPECIFICATIONS AS REQUIRED TO MEET COMPLIANCE WITH ALL 3.5.8 NOT USED APPLICABLE CODES IN EFFECT; HOWEVER, WHERE THESE SPECIFICATIONS MAKE STIPULATIONS OVER AND 4.3 PERFORMANCE REQUIRED: n ABOVE THE MINIMUMREQUIREMENTSOF APPLICABLE CODES, THE CONTRACTOR SHALL NOT DOWN -GRADE 3.5.9 PHOTO CELL (OUTDOOR): HESE SPECIFICATIONS TO MINIMUM CODE REQUIREMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM 4.3.1 ALL EQUIPMENT AND FIXTURES SHALL BE PROPERLY CONNECTED WITH TELEVEN. ELECTRONIC LIGHT SENSOR SHALL BE THE TORK EPC -1. ENCLOSED IN A LEXAN HOUSING ADEQUATE POWER AND CHECKED THOROUGHLY FOR PROPER OPERATION. WITH A 1/2" CONDUIT MOUNTING AND 180 DEGREE SWIVEL. INSTALL IN A WEATHER 2.2 E.C. SHALL PROVIDE ALL REQUIRED ELECTRICAL CONDUIT AND WIRING FOR ALL MOTORS, MOTOR STARTERS TIGHT JUNCTION BOX ON THE ROOF PER MANUFACTURER'S RECOMMENDATIONS. SET 4.3.2 ALL EXPOSED EQUIPMENT SHALL BE INSTALLED AS PER DRAWINGS AND IS AND ELECTRICAL CONTROLS, U.N.O. E.C. SHALL MAKE ALL LINE VOLTAGE ELECTRICAL CONNECTIONS AS SENSOR TO 100 FOOT-CANDLE LEVEL. SUBJECT TO INSPECTION FOR WORKMAN -LIKE APPEARANCE. REQUIRED FOR HVAC SYSTEMS. 3.5.9.1 LIGHTING CONTROLLER (OUTDOOR LIGHTING CONTROL): 5. INDUSTRY -STANDARDS 2.3 E.C. SHALL INSTALL THE CONNECTIONS TO ALL RECEPTACLES, SALES COUNTERS, GONDOLAS AND FINAL CONNECTIONS TO ALL FIXTURES AFTER FIXTURES ARE IN PLACE. THE LIGHTING CONTROLLER SHALL BE THE TORK LC -200 IN A NEMA 1 ENCLOSURE. 5.1 THE FOLLOWING IS A LIST OF ABBREVIATIONS USED IN THE ELECTRICAL- NOTES. AND THE LC -200 IS USED IN CONJUNCTION WITH THE TORK EPC -1 PHOTOCELL. LIGHTING SPECIFICATIONS. 2.4 E.C. SHALL VERIFY EXACT LOCATION OF ALL SIGNS WITH 7 -ELEVEN REPRESENTATIVE. PROVIDE ALL CONDUITS AND CONTROLLER HAS A 2 TO 100 FOOT-CANDLE LIGHT ADJUSTMENT. WIRES WITH STUB -UPS AS DIRECTED BY THE 7 -ELEVEN CORPORATION AND INSTALL FINAL CONNECTIONS AS NEC.....................NATIONAL ELECTRIC CODE, REF. COVERSHEET FOR APPLICABLE VERSION REQUIRED. 3.5.10 CONTACTOR (OUTDOOR LIGHTING CONTROL): NEMA..................NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL........................UNDERWRITERS LABORATORIES, INC. 2.5 WIRING THE LIGHTING CONTACTORS FOR USE WITH THE OUTDOOR PHOTO CELLS SHALL BE HVAC ...................HEATING, VENTILATING AND AIR CONDITIONING SIMILAR AND EQUIVALENT TO "SQUARE -D" ELECTRICALLY HELD LIGHTING CONTACTOR IEEE ............... .....INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS 2.5.1 ALL WORK SHALL BE COMPLETED IN A NEAT AND WORKMAN -LIKE MANNER. THE E.C. SHALL CLASS 8903 TYPE LG -80 FORM F WITH 120V CONTROL COIL, NORMALLY OPEN CONTACTS GFCI.............. ....GROUND FAULT CIRCUIT INTERRUPTER ' CONTACT THE 7 -ELEVEN CORPORATION REPRESENTATIVE SHOULD THIS PLAN REQUIRE MODIFICATION TO RATED AT 30 AMPS CONTINUOUS, IN NEMA TYPE 1 ENCLOSURE WITH FUSED CONTROL AIC .......................AMPERES INTERRUPTING CAPACITY CIRCUIT. REF LIGHTING CONTACTOR DETAIL. UNO.....................UNLESS NOTED OTHERWISE COMPLY WITH LOCAL CODES. EC.......................:.ELECTRICAL CONTRACTOR 2.5.2 ALL CONDUCTORS SHALL BE RUN IN APPROVED METALLIC RACEWAY OR CONDUIT AND SHALL BE UNIFORMLY 3.5.11 PHOTO CELL BYPASS SWITCH: GC.........................GENERAL CONTRACTOR COLOR CODED THROUGHOUT THE ENTIRE SYSTEM. SPLICES, TAPS, AND TERMINALS SHALL BE MADE ONLY IN J BOXES, OUTLET BOXES AND PANELBOARDS. THE PHOTOCELL BYPASS SWITCH SHALL BE A "BRYANT" #4801-L SINGLE POLE LOCK TYPE 15A 120-277 VOLT SWITCH WITH KEY #6006 AND COVERPLATE (WHITE). rev 1/2013 2.5.3 THE E.C. SHALL ENSURE THE CONDUCTORS UTILIZED ARE IN KEEPING WITH GOOD PRACTICE FOR THE CIRCUIT/PROTECTIVE DEVICES EMPLOYED. THE NEUTRAL CONDUCTOR (WHERE USED) SHALL HAVE NOTE: NO SUBSTITUTION SHALL BE PERMITTED UNLESS THE E.C. CAN PROVE TO THE 7 -ELEVEN THE SAME AMPACITY AS THE ASSOCIATED PHASE. CORPORATION REPRESENTATIVE THAT THE PROPOSED SUBSTITUTE WILL OPERATE WITH "BRYANT" KEY #6006. THE KEY SHALL BE TURNED OVER TO THE 7 -ELEVEN CORPORATION 2.5.4 THE E.C. SHALL ENSURE THAT CIRCUIT AMPACITY AND SHORT CIRCUIT OVERLOAD PROTECTION IS REPRESENTATIVE AT ACCEPTANCE (NOT LEFT IN SWITCH, CASH REGISTER, ETC.). APPROPRIATE FOR THE EQUIPMENT BEING INSTALLED. UL LISTING CONDITIONS SHALL BE OBSERVED. m 3.5.12 HEAT TRACE - FREEZER PIPE FREEZE PROTECTION (WHEN REQUIRED): ° a w 2.5.5 TO COMPLY WITH NEC/UL LISTING CONDITIONS, ROOFTOP UNITS MAY BE SHOWN WITH FUSED HEATING CABLE: FURNISH RAYCHEM 5XL1-CR WITH RAYCLIC-PC ELECTRICAL CONNECTION. XL Q DISCONNECT SWITCHES: TRACE BY TYCO THERMAL CONTROLS, LLC. FOR EXTRA INFORMATION CONCERNING HEAT TRACE SYSTEM CONTACT DAN PETERSEN WITH INDUSTRIAL HEATER (901-382-4761). z 2.5.5.1 ALL FUSES SERVING MOTOR LOADS WILL BE OF THE DUAL ELEMENT TYPE: CIRCUIT BREAKER: PROVIDE SQUARE 'D' Q0120EPD OR EQUIVALENT GFCI CIRCUIT BREAKER WITH N a c 2.5.5.2 DUE TO DIFFERENT INTERRUPTING CHARACTERISTICS, PANELBOARD CIRCUIT BREAKERS MAY BE 30mA TRIP. STARTING RATED HIGHER THAN THE DUAL ELEMENT FUSES THEY SUPPLY TO ENSURE SUFFICIENT CURRENT. NOTE: MECHANICAL CONTRACTOR TO INSTALL SELF REGULATING HEATING CABLE PER < MANUFACTURER'S REQUIREMENTS ON CONDENSATE DRAIN LINES INSIDE FREEZER BOXES THAT 2.5.6 WIRE SIZES LISTED ARE MINIMUM. CONDUCTORS SHALL BE SELECTED SUCH THAT THE MAXIMUM VOLTAGE ARE TO OPERATE AT OR BELOW 32 DEGREES F. DROPAT FULL LOAD AMPS SHALL NOT EXCEED THE FOLLOWING GUIDELINES: DROP(AT 3.6 SERVICE/DISTRIBUTION EQUIPMENT: U 0 2.5.6.1 PANEL FEEDERS --2% OF CIRCUIT VOLTAGE AT SERVICE. PANEL AND DISTRIBUTION PANEL SHALL BE SQUARE V. ALL SWITCH GEAR TO BE FURNISHED FROM 2.5.6.2 ALL BRANCH LOADS --3% OF CIRCUIT VOLTAGE AT SERVICE. GRAYBAR, U.N.O. FOR PRICING AND PLACING ORDERS, CONTACT '7 -ELEVEN' FOR THE APPROPRIATE C S SALES DEPARTMENT. Q 2.5.6.3 TOTAL VOLTAGE DROP (SERVICE TO LOAD) --5% OF CIRCUIT VOLTAGE AT SERVICE. 3.6.1 MAIN POWER SWITCHES c NO DATE REMARKS c 2.5.7 SPECIAL NOTES ON SERVICES: THE MAIN PANEL POWER SWITCHES/CIRCUIT BREAKERS SHALL BE SQUARE 'D' TYPE I LINE, RATED AT 65,000 >_ REVISIONS 2.5.7.1 120/208V, 3-PHASE, WYE A.I.C. (MIN.) SWITCHES OR CIRCUIT BREAKERS SHALL BE LISTED AS INDICATED ON PLANS. THE E.C. SHALL CHECK THE REQUIREMENTS OF ALL EQUIPMENT AND WILL INSTALL AUTOTRANSFORMERS (BUCK AND BOOST TRANSFORMERS) AS REQUIRED. NOTE: PANEL RATINGS REQUIRED FOR HIGHER AIC REQUIREMENTS SHALL BE PRESENTED TO THE DISTRIBUTOR FOR MODIFICATIONS TO THE GEAR SUBMITTAL. 0 2.5.8 THE E.C. SHALL PROVIDE DEDICATED CIRCUITS WITH ISOLATED GROUND FOR ALL CIRCUITS ORIGINATING FROM PANEL S. THE PURITY OF THE ISOLATED GROUND SHALL BE MAINTAINED BY USING ONLY 3.6.2 PANELBOARDS: N INSULATED GROUNDING CONDUCTORS AND ISOLATED GROUND. THE GROUNDING CONDUCTOR FOR THE o ISOLATED GROUND SHALL NOT MAKE ELECTRICAL CONTACT WITH THE COMMON EQUIPMENT GROUND OR SQUARE _'D' PANELBOARDS USED IN SERIES WITH I -LINE CIRCUIT BREAKERS AND FITTED ANY ITEM CONNECTED TO THE COMMON EQUIPMENT GROUND (I.E. CONDUITS, J" -BOXES, SWITCH BOXES, WITH SQUARE 'D' BRANCH CIRCUIT BREAKERS ARE AS INDICATED ON PLANS. ° �� ETC.) AT ANY POINT OTHER THAN AT THE SERVICE GROUNDING TERMINAL. SEE NEC 250.96(B). USE AN APPROPRIATE SQUARE D CIRCUIT BREAKER WITH EACH PANEL. CIRCUIT Q ELEvEn BREAKERS SHALL BE TYPE QOXXX- QO -FRAME 2.6 WHEN REQUIRED, E.C. TO ENSURE INTEGRITY OF FIRE RATED WALLS WHERE ELECTRICAL EQUIPMENTCL PENETRATES WALLS. SEAL PER SPECIFICATIONS FOR FIRE STOPPING. 3.6.2.1 PANEL 'F', IF REQUIRED, SHALL BE FED BY A SQUARE 'D' NO. 6903SQG2VO2. CONTACTOR AND SHALL BE WIRED FOR EMERGENCY SHUT DOWN. 0 2.7 ALL PENETRATIONS THROUGH EXTERIOR WALLS ARE TO BE MADE WITH LB CONDULETS OF THE APPROPRIATE SIZE PER NEC. ALL PENETRATIONS ARE TO BE SEALED PER NEC. HORIZONTAL OR VERTICAL SUPPORTS FOR 3.6.2.2 UPON COMPLETION OF WORK, E.C. SHALL PROVIDE A TYPED DIRECTORY IN EACH RACEWAYS ARE TO COMPLY WITH NEC. WIRE TIES ARE NOT TO BE USED, U.N.O. PANELBOARD. INCLUDE SYSTEM VOLTAGE, PHASING, CIRCUIT NUMBERING AND DESCRIPTIONS. 0 3. MATERIALS: 3.6.3 WIREWAY: w ALL MATERIALS AND DEVICES SHALL BE UL APPROVED AND SHALL CONFORM TO THE STANDARDS OF NEMA, NEC, THE WIREWAY SHALL BE SIMILAR AND EQUIVALENT TO "SQUARE D COMPANY" WIREWAY WITH AND IEEE. APPROPRIATE FITTING FOR THE PARTICULAR INSTALLATION. E.C. SHALL SIZE TO INSTALLATION z IN ACCORDANCE WITH NEC, GOOD PRACTICE AND CODES IN EFFECT AT TIME OF 3.1 LIGHT FIXTURES: PER SCHEDULE ON ELECTRICAL PLAN. INSTALLATION. c 7 -ELEVEN STORE 3.2 RACEWAYS: ALL CONDUIT SHALL BE EITHER RIGID STEEL OR ELECTRICAL METALLIC TUBING (EMT). FOR IN SLAB 3.7 OVERCURRENT/SHORT CIRCUIT PROTECTIVE DEVICES:#1030500 AND UNDERGROUND INSTALLATIONS, PVC OR RIGID STEEL SHALL BE USED. REFER TO FUELING SHEETS FOR 3.7.1 PANELBOARD BRANCH/FEEDER CIRCUIT BREAKERS: c APPROVED FUELING SYSTEMS CONDUIT. INSTALL PER NEC. c UIRED BENDS FITTINGS JUNCTION BOXES, ETC., WHETHER OR NOT THEY ARE ALL DOWNSTREAM BREAKERS MUST BE SQUARE 'D' TO MAINTAIN SERIES LISTING. IF ° 4955 CR. 46A 3.3 FITTINGS AND BUSHINGS.ALL REQ SHOWN ON THE DRAWINGS, SHALL BE INSTALLED TO SATISFY ALL APPLICABLE ELECTRICAL CODES AND STANDARDS FUSIBLE DISCONNECTS ARE USED, SQUARE D PANEL BOARDS AND CIRCUIT BREAKERS c SANFCRD, FL 32746 OF GOOD PRACTICE. ALL CONDUCTORS ENTERING/LEAVING A CONDUIT OR RACEWAY SHALL BE AFFORDED SHALL BE USED. } ABRASION PROTECTION BY AN ADEQUATE BUSHING OR OTHER APPROVED MEANS. 3.7.2 GROUND FAULT CIRCUIT INTERRUPTER (GFCI) BREAKERS: w 3.4 OUTLET BOXES: SHALL BE STANDARD, STAMPED GALVANIZED STEEL BOXES; "J" -BOXES AND OUTLET BOXES USED AS c PROJECT NO. 2013.0266 A PULL BOX SHALL BE PROVIDED WITH A SUITABLE COVER OF SAME MATERIAL AS BOX. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) TYPE CIRCUIT BREAKERS SHALL BE SIMILAR TO THE PANELBOARD CIRCUIT BREAKERS BUT WITH GROUND FAULT DATE: APRIL 28, 2014 3.5 WIRING DEVICES: PROTECTION WITH MATCHING A.I.C. RATING. GFCI BREAKERS SHALL BE UL APPROVEDASCLASS A DEVICES IN ACCORDANCE WITH UL STANDARD #943. g _ w c INSTALL ON EACH AND EVERY OUTLET BOX, A WIRING DEVICE AND/OR COVERPLATE, ALL AS INDICATED BY SYMBOL ON THE DRAWINGS. 3.7.3 FUSES, MAIN SWITCHBOARD: z 3.5.1 WALL SWITCHES:CN MAIN SWITCHBOARD FUSES, IF REQUIRED, SHALL BE CLASS J CURRENT LIMITING FUSES AS INDICATED ON PLANS. 0 ELECTRICAL SPECIFICATIONS 0 o CHECKED: SN DRAWN: VLD 1