The URL can be used to link to this page

Home My WebLink About7495 Gall Blvd (2)_DRAWING2022 38111 INDEX REVISIONS - J51 GN1.0 Cover Sheet WOMEN S0V�STI9ULE��CIS BUILDING BB20 4 � �JE -; �� I GN 1 .1 General Notes LS1.0 Life Safety STORAGE ATLANTA FIELD OFFICE z FREEZER R �j (� l J - - - - o a �; -- �e REFERENCE I I I CY -I - - r ---- D ' , BUILDING INFORMATION: DT1 .0 Drive-Thru Plan & Details Cn W --� i S '---- 2 -JAN 8---�-'C 'I ADDRESS: �f ARCHITECTURAL COOLER r - STATE SITE CODE: 09-2721 A1.0 Floor Plan ° - NATIONAL STORE NUMBER: 40871 C) �� -- I I I STREET ADDRESS: 7557 GALL BLVD. A1.2 Reflected Ceiling Plan CUSTOMER ; ` _ I I 1 I CITY: ZEPHYRHILLS A1.3 Roof Plan III KITCHEN COUNTY: PASCO _ _ A2.0 Elevations - J SUPPORT _ --5 -� ��; I I STATE: FL A2.1 Elevations < MECHANICAL ° CJ _ a 'Y, I I ZIP: 33541 - o A3.1 Customer Service Pod Details STRUCTURE: A4.0 Enlarged Restroom Plan & Details u ARIENTER-1 II MASONRY LOAD BEARING WALLS A4.1 Enlarged Plan Details I 'CREW ROOM OFFICE _ ORDER \ J PRESENTS_; STEEL JOIST ROOF FRAMING A5.0 Wall Sections & Details UTILITIES: A5.1 Wall Sections & Details I I I I I I ELECTRIC GRILLS & ELECTRIC FRYERS A5.2 Wall Sections & Details A5.3 Wall Sections & Details GAS HVAC & GAS WATER HEATER Date:moo* 0 ' :: • BUILDING CODE: A6.0 Door & Hardware Schedules f • :73:�+��oo,. A6.1 Finish Schedules ��`��'. 1 KEY FLOOR PLAN 'sT; --••••••---�;`� BUILDING CODE: 2020 FBC-BUILDING, 7TH EDITION - IBC 2018 w/AMENDMENTS RFD Po GN1.0 SCALE: 1/8" = 1'-O" EXISTING BUILDING CODE: 2020 FBC-EXISTING BUILDING, 7TH EDITION - IEBC 2018 NORTH w/AMENDMENTS STRUCTURAL MECHANICAL CODE: 2020 FBC-MECHANICAL, 7TH EDITION - IMC 2018 w/AMENDMENTS S1.0 Foundation Plan PLUMBING CODE: 2020 FBC-PLUMBING, 7TH EDITION - IMC 2018 w AMENDMENTS THIS DOCUMENT AS 2 / S1 .2 Roof Framing Plan BEEN DIGITALLY SIGNED REVIEW DATE.. ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE OF FLORIDA - NFPA 70, 2017 AND SEALED. PRINTED CITY OF ZEPHYRHIL S S2.0 Foundation Sections ALL WORK SHALL COMPLY WITH PREVAILING ENERGY CODE: 2020 FBC-ENERGY CONSERVATION, 7TH EDITION - IECC 2018 COPIES of THE 53.0 Framing Sections DOCUMENT ARE NOT CODES FLORIDA BUILDING CODE BUILDING OFFICIA w/AMENDMENTS - -- CONSIDFRFD SIGNED ANI) NATIONAL ELECTRIC CODE, S 3.1 Framing m i n Sections AND THE CITY OF ZEPHYRHILLS FIRE CODE: 2020 FFPC - NFPA 1 AND NFPA101 w/AMENDMENTS g SEALED. THE SIGNATURE ORDINANCES FUEL/GAS CODE: 2020 FBC-FUEL GAS, 7TH EDITION - IFGC 2018 w/AMENDMENTS S3.2 Framing Sections MUST eE VERIFIED ON ANY ELECTRONIC COPIES ACCESSIBILITY CODE 2020 FBC-ACCESSIBILITY, 7TH EDITION S4.0 General Notes OF IHE DOCUMENT ........ 2010 ADA STANDARDS 08.11.2023 BUILDING DATA: MECHANICAL DATE OCCUPANCY: USE GROUP A2 - ASSEMBLY CONSTRUCTION M1.0 Mechanical Roof Plan SITE Ce OCCUPANCY ALLOWANCE: TYPE: VB M1.2 Ductwork Plan 2020 FBC-BUILDING, 7TH EDITION NUMBER OF STORIES: 1 M1.4 Mechanical Piping Plan Z) ,. TABLE 1004.5 BUILDING HEIGHT: 18'-9 1 /2" (MAIN BLDG. PARAPET) M2.0 Exhaust Hoods Ln g - MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT BUILDING AREA: 4,115 S.F. M3.0 Mechanical Details 0 M W iJ sag* ; aenral o - Li ►- Q rn M4.0 General Notes Ln r"`x` 1Y'�'k FUNCTION OF SPACE ALLOWANCE AREA OCCUPANTS `" " " DESIGN LOADS: M4.1 Mechanical Schedules o ACCESSORY STORAGE AREAS, 0° �`~ � _j tj co MECHANICAL EQUIPMENT ROOM 300 GROSS 540 SF 2 GROUND SNOW LOAD: 0 PSF o w J "e�"c'��"'"` £""M�^'''1' ASSEMBLY WITH FIXED SEATS WIND SPEED: 140 MPH. (ULTIMATE) EXPOSURE C `� L" SEE PLAN - 64 PLUMBING w it tA o - DINING SEISMIC DESIGN CATEGORY: A REVIEW DATE 5 ' ` S - �u 1N °a ASSEMBLY W/OUT FIXED SEATS SOIL BEARING CAPACITIES: 1 ,500 PSF ASSUMED CITY OF ZEPHYRHILLS P1 .0 Domestic Water Piping STANDING SPACE 5 NET 10 0 S F 2 0 ( ) FIRE AND LIFE SAFETY EXAMIN P1.2 Waste Vent & Storm Piping Plan N4-' J 0 Q, ENERGY CRITERIA. P1.4 Underground Rough -in o o BUSINESS AREAS L 150 GROSS 76 SF 1 a ° CLIMATE ZONE: 2A WARM HUMID P1 .6 Overhead Rough -in `- (� v ° N �0 KITCHENS COMMERCIAL U d � ° ° 17 P2.0 Domestic Water Isometric U � ° ao ROOF: R-25 CI o ° f (BASED ON FULL STAFF) MASONRY WALLS: R-5.7 Cl P2.1 Waste & Vent Isometric o, ' `' ° J a 3 - ° N Y TOTAL OCCUPANCY ALLOWANCE 104 OPAQUE DOORS: U-0.61 ° N Ny ALL WORKSW�LLCUIVINLYWITH P2.2 Storm Isometric (FIXED): = NFFA CODES AND STANDARDS P 3.0 Details t a i I s -, .c ° C �t Y- FENESTRATION FIXED U-0.50 N ACCESSIBLE SEATING: 64 x 5% = 4 REQUIRED, 4 PROVIDED FENESTRATION (OPERABLE): U-0.65 P4.0 General Notes ° °' NOTE: DINING AREA SHALL HAVE MAXIMUM OCCUPANT LOAD POSTED IN A ENTRANCE DOORS: U-0.77 i •-J � L o O o O� O P4.1 Schedules v �, ° a ° NOTICEABLE PLACE NEAR THE MAIN ENTRANCES TO THE DINING AREA WINDOWS SHGC: SEW: 0.25, N: 0.33 (WITHOUT CANOPY, PF=O) a o c �, o SEW: 0.30, N: 0.37 WITH CANOPY, 0.2<PF<0.5 ° ° �: - TO BE SUBMITTED UNDER SEPARATE PERMIT: r a �~ ELECTRICAL - c� LIFE SAFETY SYSTEM. U1.2 o N o • RADIO COMMUNICATION ENHANCEMENT SYSTEM (RCES) EMERGENCY LIGHTING: YES NO _ E1.0 POS Electrical Riser Diagram Y - ° , 0 rn "C " o a> .y VICINITY MAP: ®® EXIT SIGNS: NORTH KITCHEN HOOD SUPPRESSION SYSTEMS �_ YES NO _ E1.1 Rough In Floor Plan � •� 0 ° � N � o ` FIRE ALARM: YES _X NO E2.0 Lighting Plan & Schedule O ° L DUCT SMOKE DETECTORS W AUDIBLE VISIBLE DEVICE: YES NO �L / / �- E2.1 Electrical Roof Plan o o ` PUBLIC HEALTH NOTES. FIRE SPRINKLERS: YES NO E3.0 Electrical Schedule �� SPRINKLER FLOW/TAMPER SWITCH W/ AUDIBLE/VISIBLE DEVICE: __ YES NO v ; , CO2 DETECTION SYSTEM W/ AUDIBLE/VISIBLE DEVICE: X YES NO E3.1 Electrical & Lighting Notes \�.. a o- `� a ° PANIC HARDWARE: �_ YES NO _ E3.2 Interlock Diagrams � a ~ a3� �` "� 1. IF FOOD PREPARATION AND RENOVATION WORK ARE TO OCCUR AT THE SAME TIME, A BARRIER HA E4.0 Wiring Details �` W BETWEEN CONSTRUCTION AND FOOD PREPARATION ARLAS SHALL BE ERECTED PRIOR TO THE START OF - - a } o M ANY WORK. THE BARRIER MUST BE SUFFICIENT TO ELIMINATE ALL DUST AND DEBRIS FROM ENTERING FIRE EXTINGUISHERS (MINIMUM ): E4.1 Lighting Controls Lj m ( o o 0 THE FOOD PREPARATION AREAS. SPECIAL CARE MUST BE TAKEN IF H.V.A.C. WORK IS CONDUCTED. E4.2 Electrical Utilities Distribution z m "'I W cv i 2. ANY OPENINGS IN THE EXTERIOR BUILDING ENVELOPE MUST BE SEALED TO PREVENT VECTOR/RODENTS (1) 1 0# CLASS ABC WITH UL RATING 4A-60BC, o 0 0 o ACCESS. MOUNTED IN SUPPORT AREA a 1 1.8 GALLON CLASS K WITH UL RATING C CD N 3. IF WATER SERVICE IS INTERRUPTED AT ANY POINT DURING RENOVATION, ALL SUPPLY LINES INCLUDING ( ) ( ) KITCHEN E Q U I P M E N T TO THE ICE MACHINE SHALL BE FLUSHED. 1 -A:K (A) 2-A:K MOUNTED IN KITCHEN AREA M K 1 .0 Kitchen Cover Sheet m 4. IF THE GREASE INTERCEPTOR IS IN A TRAFFIC AREA, THE MANHOLE LIDS SHALL BE RATED FOR DESIGNER OF RECORD: K2.0 Kitchen Equipment Plan I TRAFFIC. C D K2.1 Kitchen Equipment Schedule z 5. PLEASE REFER TO A6.1 FOR ROOM FINISH SCHEDULE, WALL TILE SCHEDULE AND FLOOR TILE DISCIPLINE: NAME: ADDRESS: LICENSE #: PHONE #: o SCHEDULE FOR ANY ROOMS THAT WILL BE RENOVATED. ALL EXISTING ROOMS NOT INCLUDE IN SCOPE SHALL KEEP EXISTING FINISHES WHICH ARE NOTED ON THESE SCHEDULES AS WELL FOR REFERENCE ARCHITECT: MARK SMITH 70 MANSELL COURT, SUITE 200, ROSWELL, GA 30076 AR101675 269-332-4691 iD OF WHAT THOSE FINISHES ARE. marksmith®axiscompanies.com Z w n m < o (7 d V J STRUCTURAL: PATRICK KELLY 70 MANSELL COURT, SUITE 200, ROSWELL, GA 30076 85562 678-395-4920 cr < W m FOR PUBLIC HEALTH REVIEW THESE FINISHES ARE AS FOLLOWS: C W Q patrickkelly®axiscompanies.com Q m o < FLOOR WALL COVE BASE CEILING - p ALL KITCHEN AREA QUARRY TILE FRP/TILE (SEE DETAILS) COVED QUARRY TILE 2x2 VINYL FACE TILE z o o z W (BEHIND COUNTER AREA): MECHANICAL: MICHAEL PENNA 70 MANSELL COURT, SUITE 200, ROSWELL, GA 30076 96294 678-395--4920 Q I o¢ w ,n michoelpenno0axiscompanies.com I- ; Q � DRY STORAGE: QUARRY TILE FRP COVED QUARRY TILE 2x2 VINYL FACE TILE PROJECT MANUAL V? z r - m TOILET ROOMS: PORCELAIN TILE TILE SEE DETAILS SCHLUTER DILEX-AHK BSS PAINTED MOIST. GYP. o < o ( ) PLUMBING: MICHAEL PENNA 70 MANSELL COURT, SUITE 200, ROSWELL, GA 30076 96294 678-395-4920 a z THESE DRAWINGS AND THE 2023 PROJECT MANUAL - N E 0 W U o ELECTRICAL: MICHAEL T. ODUSELU 70 MANSELL COURT, SUITE 200, ROSWELL, GA 30076 88126 678-395-4920 - , CD UD w N michaeloduselu®axiscompanies.com in MCDONALDS STANDARD BUILDING PROGRAM - ARE INTENDED cv ►� o �' �' o CONSTRUCTION PROJECT MANAGER: TO DESCRIBE AND PROVIDE FORA FINISHED PIECE OF WORK. NSN#: 40871 PHONE #: THEY ARE INTENDED TO BE COOPERATIVE, AND WHAT IS CALLED o NAME: ADDRESS: FOR BY EITHER WILL BE AS BINDING AS IF CALLED FOR BY Z SITE PLAN: ®® MANAGER: Jason Sawall McDonald's USA LLC I Wesley Chapel, FL 33543 813-344-7972 BOTH. THE PROJECT MANUAL FOR IS AVAILABLE THROUGH THE G 1 *0 NORTH jason.sowall®us.mcd.com MCDONALDS ACM OR ECM. V' COVER SHEET � �II16�14�111YYYlYWI.w�r.m;Y��d4il��:... _.�_�_i..��il�.i4 �4.:d.,�p,,�.,;��lwdiY,W •:Li�i�l GENERAL NOTES SYMBOL LEGEND: 6 SECTION CUT 5.0 5 I 6.0 1 T/ SLAB ELEV. 0'-0" 6 DETAIL 4.0 1 1 /2"=1'-0 DETAIL CALLOUT ELEVATION LEVEL 1. ALL WORK SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING ADA AND OR OTHER HANDICAP ACCESSIBILITY CODES. 2. GENERAL CONTRACTOR (GC) IS RESPONSIBLE FOR COORDINATING WITH THE OWNER'S VENDORS REGARDING SCHEDULING ON SITE DURING CONSTRUCTION AND SEQUENCING OF THE WORK. 3. THE CONSTRUCTION NOTES AND DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN INTENT AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 4. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING CONDITIONS, ETC., VERIFICATION MUST BE DONE IN THE FIELD. LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE, UTILITIES, INCLUDING SANITARY SEWER, STORM SEWER, WATER, GAS, ELECTRICAL, TELEPHONE, ETC. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 6. GC SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL BUILDING DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY VARIANCE OR DISCREPANCY AFFECTING NEW CONSTRUCTION PRIOR TO PROCEEDING WITH WORK. 7. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF ALL EQUIPMENT, SHELVING, ACCESSORIES, SIGNAGE, AND OTHER DEVICES REQUIRED. 8. ALL PENETRATIONS SHALL RECEIVE SEALANT TO SEAL ANY TYPE OF ENERGY LOSS. 9. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. 10. UPON COMPLETION OF PROJECT, GC TO OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. 11. SIGNS, UNLESS NOTED OTHERWISE, ARE PROVIDED BY OWNER'S SIGN CONTRACTOR. OWNER'S SIGN VENDOR WILL PROVIDE MONUMENT SIGN BASE (CONCRETE, STONE, BRICK, ETC.) IF PROJECT REQUIRES DECORATIVE BASE. SEE SHEET L-1 TO VERIFY IF REQUIRED. GC TO PROVIDE ROUGH -IN & FINAL CONNECTION AND BRAILLE EXIT SIGN. 12. GC TO PROVIDE FOUR (4) 30 YARD DUMPSTERS DURING McDONALD RETAIL MOVE -IN. 13. GC SHALL PROVIDE ONE SKILLED LABORER FOR ONE WEEK DURING McDONALD RETAIL MOVE -IN. (40 HOURS) 14. GC SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION OF ALL THE UTILITY SERVICES FOR THE PROJECT. 15. ALL EXTERIOR FLOOR PLAN DIMENSIONS ARE TO EXTERIOR FACE OF MASONRY UNLESS OTHERWISE NOTED. ALL INTERIOR FLOOR PLAN DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. 16. FINAL KEYING TO BE COORDINATED WITH McDONALD FACILITY MANAGER AND PAID FOR BY McDONALD. 17. REFER TO "PROJECT MANUAL" FOR ALL OTHER INSTRUCTIONS & DIRECTIVES NOT SHOWN IN DRAWINGS. IF THERE IS A CONFLICT BETWEEN THE DRAWINGS AND PROJECT MANUAL, NOTIFY THE AREA CONSTRUCTION MANAGER FOR RESOLUTION. .9 rox�'�t�O�P S""�Ty' y Date:7ctn8.11 c:0G THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF IHE DOCUMENT 07.28.2023 DATE ABBREVIATIONS w GENERAL ABBREVIATIONS Ln c < N A ANNEALED INSUL INSULATION � LLJ M O N AC AIR CONDITIONING MAX MAXIMUM Z a r ACT ACOUSTIC CEILING TILE MECH MECHANICAL v 0 ABOVE FINISH FLOOR MFR MANUFACTURER "No.,.�/�W "No.,AFF AHU AIR HANDLING UNIT MIN MINIMUM � AL ALUMINUM MO MASONRY OPENING � Lu J ® `~�° ASPH ASPHALT MR MOISTURE RESISTANT a Z W z CJ CONTROL JOINT MTL METAL w g CA 0 CLNG CEILING NA NOT APPLICABLE a on 0 a CMU CONCRETE MASONRY UNIT NIC NOT IN CONTRACT COL COLUMN NOM NOMINAL CONE CONCRETE NTS NOT TO SCALE u o : p 6 CONT CONTINUOUS OC ON CENTER T O U a7 y C 'N ° `p CP CONCRETE PAD OPP OPPOSITE can c ° 0 ° CT CERAMIC TILE OPT OPTIONAL U a o N a—' `� o CL CENTERLINE PAR PARTIAL U' 6 ° a = ° DBL DOUBLE PF PRE -FABRICATED - - 0 DF DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT o J o a DIA DIAMETER PT PRESSURE TREATED 0 o o DIM DIMENSION PTD PAINTED - " 0 Q . DN DOWN QT QUARRY TILE N r� -0 L o .� DS DOWNSPOUT R RADIUS C14o - o o"„ o ° EA EACH REBAR REINFORCING BAR p ° L 0 � - O ° ° EJ EXPANSION JOINT REF REFERENCE N p O p O - ELEC ELECTRICAL REQD. REQUIRED ° ° ° ELEV ELEVATION RO ROUGH OPENING O T7 'tA V C U C V C ° N° EQ EQUAL SB SPLASHBLOCK 70 ° ° v ° _ s a) EXIST EXISTING SIM SIMILAR 1 1 C t o " J FD FLOOR DRAIN SPEC SPECIFICATION c o FE FIRE EXTINGUISHER SS STAINLESS STEEL � � j s FEC FIRE EXTINGUISHER CABINET STL STEEL 0 N ° ° �, o FF FINISH FLOOR STOR STORAGE .N 4—Cc:° � -ow°� a U ' FR FIRE RATED SUSP SUSPENDED 0 2 o- � a FRP FIBERGLASS REINFORCED PLASTIC T TEMPERED V ° no ° a o GALV GALVANIZED TYP TYPICAL � ° a� GYP BD GYPSUM BOARD UNO UNLESS NOTED OTHERWISE o �` o ° 4 - HC HANDICAP VCT VINYL COMPOSITION TILE ® 0- ° ° o HDW HARDWARE VERT VERTICAL o � a) Q) o HM HOLLOW METAL WD WOOD �' o.r �� a� > m 0 HT HEIGHT WP WATERPROOF ix s C_ � ° _ -� N HVAC HEATING, VENTILATION, AIR CONDITIONING WRB WEATHER RESISTANT BARRIER a w WWF WELDED WIRE FABRIC a o W N (n m w vJ 0 N N �g O H N �jN �Q McDONALD S ABBREVIATIONS W N QCsl ACM AERA CONSTRUCTION MANAGER L LIGHT FIXTURE m AP APOLIC MENTAL PANEL LAM LAMINATE m BM BRAKE METAL LE ACCENT LIGHTING C ALUMINUM CANOPY LP LOW POINT Z DETAIL CUT ELEVATION TAG CG CORNER GUARD LL LEVEL LANDING 20 CT DE WALL TILE DECOR ELEMENT MC MGR MACHINE MANAGER a DOOR/ACCESSORY TAG DV DEVICE MF METAL FASCIA m ? DMB DIGITAL MENU BOARD MS MOP SINK ca 9W V, DS DROP SOFFIT PB PIPE BOLLARD i3 m OyV1 WINDOW/STOREFRONT TAG D/T DRIVE—THRU PT RMHC COIN COLLECTOR Q m A J FB FILL BOX RL ROOF LADDER z o a F/C FREEZER/COOLER RM ROOM 2i z in in DINING ROOM GC GENERAL CONTRACTOR S McDONALD'S SIGNAGE F<-- o En ® ROOM NAME & NUMBER HP HIGH POINT SCH SCHLUTER � o r o K KIOSK UN ALUMINUM CANOPY UNDERSCORE F 1-1 N N N 0 w U d r- 04 WALL TYPE TAG p cV � Lou I In $ O NSN#: 40871 DRAWING TITLE 0 Z WG 1 • �^ COVER SHEET 0 12 R 2.4 P 34 r-� I I I I I I 1 I I I I I I I I I _ I FREEZER I COOLER - I J r CREW ROOM j I � I I ` ul I I II.I II STORAGE 3a5 402 II II I I I I I n II \ I II I I I d O I 1 �I 1 22'1 �41�' •'i II OFFICE u- '�- z 0 a U U) W O W Q O 0 3 0 28 0 28 R 0.60 R 5.6 R 5.6 P 46 P 34 P 34 ,, Y72222 n,- I \ ;1WOMEN'S, ` a � _ U5I' I 1448 -..t5 I I 28 OCC. 37' -- �i--}- ----->------->----- - II JAN. 30.ab-\ , C LO 4 l MEN,S OCCUPANCY ALLOWANCE: 2020 FBC—BUILDING, 7TH EDITION TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT 0 L----J FROW'saffl-16, aim KITCHEN i2 (�jk -o- � o..gi �01 �1 �� :�. �I�I■IIIIII I�� i� _ �� ,,� = Irl■J■ FUNCTION OF SPACE ALLOWANCE AREA OCCUPANTS ACCESSORY STORAGE AREAS, 300 GROSS 540 SF 2 MECHANICAL EQUIPMENT ROOM ASSEMBLY WITH FIXED SEATS DINING SEE PLAN — 64 ASSEMBLY W/OUT FIXED SEATS 5 NET 100 SF 20 STANDING SPACE BUSINESS AREAS 150 GROSS 76 SF 1 KITCHENS, COMMERCIAL -- -- 17 (BASED ON FULL STAFF) TOTAL OCCUPANCY ALLOWANCE 104 ACCESSIBLE SEATING: 64 x 5% = 4 REQUIRED, 4 PROVIDED NOTE: DINING AREA SHALL HAVE MAXIMUM OCCUPANT LOAD POSTED IN A NOTICEABLE PLACE NEAR THE MAIN ENTRANCES TO THE DINING AREA LIFE SAFETY NOTES: 1. NO STORAGE OF COMBUSTIBLES WITHIN 24" OF CEILING. 2. ALL EXTERIOR EGRESS DOORS EXIT LIGHTS TO HAVE BATTERY BACKUP. 3. SEE DECOR DRAWINGS FOR DETAILED SEATING LAYOUT. 4. SEE A1.2 AND ELECTRICAL DRAWINGS FOR DINING ROOM, RESTROOM, AND CREW ROOM EMERGENCY LIGHTING. FIRE EXTINGUISHERS (MINIMUM): (1) 10# CLASS ABC WITH UL RATING 4A-60BC, MOUNTED IN SUPPORT AREA (1) 1.8 GALLON CLASS K WITH UL RATING (C) 1—A:K (A) 2—A:K MOUNTED IN KITCHEN AREA O O O U O 0 00 00 0 �4"620"4- L1 DINING AREA i '---- �64 8 �-� u .1 bo -; VESfIB 'LE ` 7 —A----- I�T-10 _ I' � 18x18 I:1,> 4 21' I--- 28 OCC. 30 occ. ' —� 5 —4----—————— — — —-- 100 , -------------- - 5 2a 1 I 1 y ► -• I I _ 0 ®IIIIII I I I I s CUSTOMER 50' 1 xi 'I Y 2 11 i SERVICE 8 54 �—�1i -j IIIII IIIII VES I IBULE IIIIII IIIIII � - -I- I IIIIII o IIIIII - IIIII IIIIII ; !-Z, O Ill a i 4F 33 occ� m 3 OCC. I Y -; 41 --�- �.-, - T+-'14 --_ _ _---------�-0-%-------->-------� 1 1 11 230xI Y _ 1g 1 PRESENTER-1 3 j 1 — —� 1 ax I t'`— 4 ------- M�E nCj L PRES T �� nn o I I I� SYMBOL LEGEND START OF TRAVEL TRAVEL PATH �- - - �- DIRECTION OF TRAVEL EXIT T FE EXIT SIGN FIRE EXTINGUISHER ANSUL PULL(S) EGRESS LEGEND 0 XX = OCCUPANT LOAD AT EXIT ROOM SQ. FT. R XX = REQUIRED EXIT WIDTH XXX XX SQ. FT/ PERSON P XX = PROVIDED EXIT WIDTH ROOM OCC. COUNT I I 1 0 33 R 6.6 P 34 GENERAL NOTES 1. SEE SITE PLAN FOR SIDEWALKS, RAMPS, ETC. 2. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. PROVIDE A MIN. 18"0 8" CLEAR FLOOR SPACE IN FRONT OF SIGN, CENTERED ON THE SIGN AND A MIN. 9" TO THE CENTERLINE. SIGNAGE PACKAGE SUPPLIED BY: FRANKE/S2K 1-800-423-5247 www.frankesupply.com email: fs—frankesupply.us®franke.com 3. MAXIMUM OCCUPANCY SIGN TO BE POSTED PER LOCAL CODE. SIGN FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 4. AFTER CONSTRUCTION AND AIR BALANCING HAS BEEN COMPLETED, ADJUST DOOR WEIGHT/CLOSING SPEEDS PER ADA REQUIREMENTS. INTERIOR DOORS NOT ALLOWED TO EXCEED 5lbs OF FORCE. EXTERIOR DOORS WEIGHTS GREATER THAN 8.5lbs ARE PERMITTED UNDER THE 2010 ADA IF WEATHER PREVAILING WINDS REQUIRE GREATER FORCE TO CLOSE THE DOOR OR KEEP IT CLOSED. 5. REFER TO GENERAL & SPECIFIC ACCESSIBILITY NOTES ON SHEET G1.0 THROUGHOUT CONSTRUCTION TO ENSURE COMPLIANCE. 6. THE MINIMUM WIDTH OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES. THE HEIGHT OF DOORS SHALL NOT BE LESS THAN 80 INCHES. 7. THE MEANS OF EGRESS, AND EXIT DISCHARGE, SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN ONE FOOT— CANDLE AT THE WALKING SURFACE LEVEL. re % - 1; 4 �/ 7 Date:2003.08.11 130(000' .' U�-�rl •v" THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. ]HE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.1 1.2023 DATE W I~ ix Lu V o� Q N O Q rn m �'�•� -/� v WO LLJ„ J W 0 J Z W W Ln O a n a a U O N Q 6 -0 0� 0 0 (n o L Q. aj D °L' o J L n`oapo map O p •0 3 7 •- . !n o a U)0-2 ILI CA o U c � L L U - - o VJ _ U v� O'co-o3o°a,� �Loo (fl +L ' �. U Q aEn cp 3 m c p C U p + O (1)� N N O - O 0 + V� U C s Q7 O J ~ L L - J .0 ,� O O N O 4= w Q C -y) - -D p y O C. 0 0 O N c N.N N O .�O w U c Q o O O p N cO Q '7 f/l 7 0 0 V U ONL a0 U C L O p C O c dam, O 3 0 O O p O L W W a- 0 al s o 0 0 N 0° �-r- a M 0 0 D �N z(n I En w� cnN M In r N a N a O V) a W O N cV m M z n J J m z W o Z m < oc 6 u- M m L. S z 8Z I�r- r- 0 O a z o N.— Fr 0 w U o n ON�Q � cnCoD in to NSN#: 40871 0 z NLS1 90 0 LIFE SAFETY PLAN THE LAYOUT OF THE DRIVE-THRU LANES SHOWN IN THIS DETAIL ILLUSTRATES DRIVE-THRU DESIGN PRINCIPLES. CONCRETE CURBING ONLY - REQUIRED WHEN PREVENTING DIRECT ACCESS FROM SITE INGRESS. STRIPING/ LAN DSCAP I N G -14�� , 4F 2A 4D m ° . 1 ° ° d O dp d as n 4 ° � n P e _- a ° pm n 4 LANE i LME, 4 ° d NDSCAPING ,4 4 1 B r LIMIT OF CONCRETE -%' PAD 3F 1B -CONC. CURB (TYP.) ZLANDSCAPING7 1C � 1A 1 r1 d d \ ' � C 4C 4 d a d At, 40 1 1 F I--' 12C SIDE BY SIDE DRIVE-THRU STANDARD 1.0 1. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 CURBING DETAILS: 1A DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE 12'-0". LANES BOUND BY CURB ON ONE SIDE AND PAINTED STRIPING ON THE OTHER SIDE ARE TO BE A MIN. OF 10'-0". 1 g THE MIN. RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE-THRU CURBING IS 20'-0". 1 C PRIMARY LANE CURBING SHOULD BE AS STRAIGHT AS POSSIBLE. (LESS CURVING, THE BETTER). 1 D THE OVERALL LENGTH OF THE CURBED ISLAND SHOULD BE 35'-45'. THE LENGTH OF THE ISLAND FROM THE DT CANOPY/SPEAKER ALLOWS FOR THREE CARS IN THE SECONDARY LANE, TWO IN THE PRIMARY LANE AND ONE AT THE COMMITMENT POINT. 1 E ENTRANCE LANE ENTERING THE SIDE BY SIDE DRIVE-THRU IS TO BE 14'-0" MIN. 1 F THE RADIUS FOR THE ISLAND TIP SHALL BE 1'-6". 2. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 PAVEMENT MARKINGS: ® 6" WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE-THRU LANE. LANE STARTS AT DRIVE-THRU ENTRANCE WHERE "McDONALD'S GATEWAY" SIGN IS LOCATED. 2B DOUBLE -HEADED ARROW PAVEMENT MARKING. STANDARD STRIPING MARKINGS ARE 7'-0" SHAFT, 7'-0" ARROW STEM AND 3'-0" FOR THE ARROW HEAD. TIP OF ARROW HEAD TO BE LOCATED AT CENTER OF EACH LANE. 2C MERGE POINT IS LOCATED WHERE TWO VEHICLES LEAVING EACH DT CANOPY/SPEAKER SIMULTANEOUSLY MEET. THE MERGE POINT STRIPING IS TO BE LOCATED BY OFFSETTING THE INNER PRIMARY LANE BACK OF CURB 9'-0" AND OFFSETTING THE OUTER LANE STRIPING 8'-0". AT THE INTERSECTION OF THESE OFFSETS, A 6" YELLOW STRIPE IS TO BE MARKED PERPENDICULAR TO THE OUTER LANE AS WELL AS THE INNER PRIMARY LANE. 2D THE WORDS "THANK YOU" ARE TO BE PLACED 8" FROM THE EDGE OF THE YELLOW STRIPE TO THE BOTTOM OF THE WORD "YOU". 2E THE 8" YELLOW STRIPE IS TO BE PLACED 40'-0" FROM THE CENTER LINE OF THE OPEN PRESENT WINDOW AND IS FOR PARKING CARS THAT ARE WAITING FOR ORDERS. 2F A CIRCLE DIRECTIONAL ARROW CENTERED ABOVE THE WORD "DRIVE THRU" USED TO INDICATE THE DRIVE THRU ENTRY POINT. 2 PANEL OUTDOOR 37D DIGITAL MENU BOARD - TYP. OF 2 3E DETECTOR LOOP OUTLINE OF BUILDING 3. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 EQUIPMENT POSITIONING FOR PRIMARY LANE: 37A MIN. 60'-0" (+5', 60'-65') LINEAR DISTANCE BETWEEN THE CENTER LINE OF THE DT CANOPY/SPEAKER FACE AND THE CENTER LINE OF THE OPEN ORDER BOOTH WINDOW AS MEASURED ALONG THE CENTER LINE OF THE LANE. THIS MAY ONLY BE INCREASED IN 20'-0" INCREMENTS (t5' FOR 80'. 100', AND 120') TO A MAX OF 120'. 100'-0" IS OPTIMAL. 3B THE CENTER OF THE PRIMARY MENU BOARD FOUNDATION IS TO BE 5'-9" (5'-6" MIN. AND 6'-0" MAX.) FROM THE CENTER OF THE DT CANOPY/SPEAKER FOUNDATION WITH THE END CAP OF THE PRIMARY MENU BOARD 15" PREFERRED BUT NOT LESS THAN 12" FROM THE FACE OF CURB. . 3C THE PRIMARY MENU BOARD SHOULD BE AT AN ANGLE OF APPROXIMATELY 25' TO 35' ANGLE (35' PREFERRED) FROM A CAR POSITIONED AT THE DT CANOPY/SPEAKER AND WITH 100% VISIBILITY. 37D AUGER "McDONALD'S ORDER HERE CANOPY" CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 3E A SINGLE BOLLARD SHOULD BE POSITIONED AT THE CORNER OF THE BUILDING ON THE DRIVE-THRU SIDE. IT SHOULD BE FLUSH AGAINST THE BUILDING AND FACE OF THE BOLLARD SHOULD BE TIGHT AGAINST THE BACK OF THE CURB. 3F AUGER "McDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 3G THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THE CENTER LINE OF THE PRIMARY DT CANOPY/SPEAKER MUST BE 15'-0". THIS MEASUREMENT IS TAKEN PARALLEL TO THE INSIDE CURB FACE OF THE PRIMARY LANE. 3H THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE PRIMARY DT CANOPY/SPEAKER. 4. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 EQUIPMENT POSITIONING FOR SECONDARY LANE: 47A TO POSITION THE SECONDARY DT CANOPY/SPEAKER, DRAW AN ARC WITH A 14' RADIUS THAT IS CENTERED FROM THE MIDPOINT OF THE ISLAND TIP. THEN OFFSET THE FACE OF THE CURB BY 24" TO DETERMINE THE LOCATION OF CENTER OF FOUNDATION OF THE SECONDARY DT CANOPY/SPEAKER. 4B WHEN THE SECONDARY DT CANOPY/SPEAKER IS LOCATED AT 14'-0" FROM THE TIP OF THE CURBED ISLAND, THE LOOP DETECTOR IS TO BE 2'-0" FORWARD OF THE DT CANOPY/SPEAKER CENTER LINE WITH THE LOOP FACING FORWARD AND THE DETECTOR LOOP PERPENDICULAR TO THE SECONDARY DT CANOPY/SPEAKER WHEN POSSIBLE. 4C THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHALL BE 5'-9" (5'-6" MIN. AND 6'-0" MAX.) FROM CENTER OF THE DT CANOPY/SPEAKER FOUNDATION WITH THE END CAP OF THE SECONDARY MENU BOARD 15" PREFERRED BY NOT LESS THAN 12" FROM FACE OF CURB. 4D AUGER "McDONALD'S ORDER HERE" DT CANOPY/SPEAKER FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 4E THE SECONDARY MENU BOARD SHOULD BE AT AN ANGLE OF APPROXIMATELY 25' FROM A VEHICLE POSITIONED AT THE DT CANOPY/SPEAKER AND WITH 100% VISIBILLTY. 4F "ANY LANE, ANY TIME" BOLLARD SIGN MUST BE A MIN. OF 1'-6" FROM FACE OF CURB AT THE BEGINNING OF THE LANDSCAPE ISLAND. BOLLARD SIGN IS TO BE ORIENTED AT AN ANGLE OF 90' FROM THE CURB. 5. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 DETECTOR LOOP: 5A DETECTOR LOOPS SHALL BE LOCATED AT THE CENTER OF THE OPENING WINDOW AT THE CASH AND PRESENTER BOOTHS. J n ° a � d _ _fLIMIT OF CONCRETE PAD (EXTEND 10'-0" n PAST CENTER OF 3RD WINDOW OPENING WHEN 2E 3A 5A 42.0'-45.0' MAX. 5A UTILIZED.) WINDOW SPACING (40'-45' FOR EXISTING BUILDINGS) 40'-0" MINIMUM , DRIVE THRU LAYOUT GUIDELINES 1 = 10 -0 NOTES 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR LOOP MANUFACTURER. 2, CENTER VEHICLE DETECTOR LOOP IN DRIVE THRU LANE. INSTALL PER MFR. RECOMMENDATIONS. 3. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE USED WITHIN 2' OF LOOP. 4. DETECTOR LOOP MANUFACTURERS: DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOWINGS COMPANIES OR EQUAL. 3M: 1-800-328-0033 HME: 1-800-848-4468 5. DETECTOR LOOP MATERIAL: PVC TUBING 1/2" I.D. 100 PSI LOOP MADE FROM ONE LENGTH OF THIN FOURTEEN GAUGE STRANDED WIRE. LEAD-IN IS PRE -TWISTED AT FACTORY. 6. DETECTOR LOOP CONSTRUCTION: FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH NO SHARP CORNERS AS DETAILED. WIRE LOOPED, FORMED, & PIGTAILED AS DETAILED. /L \DETECTOR LOOP DETAILS DT1.0 NOT TO SCALE .1-1/2" PVC CONDUITS TO BUILDING FOR: • LOOP DETECTOR & AUDIO • DATA CABLE 1/2- STEEL CONDUIT TO BUILDING FOR DT CANOPY/SPEAKER POWER DT CANOPY/SPEAKER POST FOUNDATION 1 1/2" PVC SLEEVE FOR DETECTOR LOOP 2'-0" TO 2'-6" DETECTOR a LOOP - 5'-0" OIL TRAFFIC FLOW CONCRETE CURB PLAN WIDTH OF DRIVE-THRU LANE LEAD IN WIRES DT CANOPY/SPEAKER POST AND FOUNDATION CONCRETE CURB PAVEMENT 2" MAX 1 1/2" PVC SLEEVE FOR VEHICLE DETECTOR LOOP SECTION A - DT CANOPVSPEAKER DETECTOR LOOP '_ , BUILDING WALL CONCRETE CURB 1 1/2" PVC SLEEVE FOR DETECTOR LOOP ,, - 2'-O" TO 2'-6" R DETECTOR LOOP 5' -0" 70, TRAFFIC FLOW WIDTH OF DRIVE-THRU LANE 1 1/2" PVC SLEEVE IN D/T SLAB FOR VEHICLE DETECTOR LOOP CEMENT 2" MAX CONCRETE CURB FOUNDATION WALL O 2D SIDE BY SIDE DRIVE-THRU STANDARD 1.0 FEATURES: 1. SIDE BY SIDE DRIVE-THRU STANDARD 1.0 EQUIPMENT: QPRE -BROWSE BOARD MUST BE 18"-24" FROM FACE OF CURB. THE DISTANCE BETWEEN THE PRIMARY DT CANOPY/SPEAKER AND PRE -BROWSE BOARD IS TO BE 15' AS MEASURED ALONG THE FACE OF CURB. THIS IS MEASURED FROM THE CENTER OF THE PRE -BROWSE BOARD FOUNDATION TO THE CENTER OF THE DT CANOPY/SPEAKER FOUNDATION. THE ANGLE (APPROXIMATELY 50') OF THE PRE -BROWSE BOARD SHOULD MAXIMIZE VISIBILITY TO THE SECOND CAR FROM DT CANOPY/SPEAKER. PRE -BROWSE BOARD MUST BE MIN. 12" FROM FACE OF CURB. THE DISTANCE BETWEEN THE SECONDARY DT CANOPY/SPEAKER AND PRE -BROWSE BOARD IS TO BE 15' AS MEASURED ALONG FACE OF THE CURB. THIS IS MEASURED FROM THE POINT PERPENDICULAR TO THE CENTER OF THE PRE -BROWSE BOARD FOUNDATION TO THE POINT PERPENDICULAR TO THE CENTER OF THE DT CANOPY/SPEAKER FOUNDATION. THE ANGLE OF THE PRE -BROWSE BOARD SHOULD MAXIMIZE VISIBILITY TO THE SECOND CAR FROM DT CANOPY/SPEAKER (PREFERRED 35'). GENERAL NOTES 1. DRIVE-THRU ELEMENTS: DT CANOPY/SPEAKER DRIVE-THRU PYLON/CLEARANCE POLE AND BOLLARD SIGN SHALL BE CONSISTENT WITH THE STANDARD BUILDING DESIGN DRIVE-THRU ELEMENTS. OTHER DESIGNS MAY NOT BE USED. 2. CONTRACTOR SHALL COORDINATE WITH APPLICABLE PLANS, McDONALD'S AREA CONSTRUCTION MANAGER, CONTENT SUPPLIER AND SIGNAGE SUPPLIER TO DETERMINE EXACT LOCATION, ORIENTATION, MOUNTING HEIGHTS, AND NUMBER OF BOARDS AND OTHER DRIVE-THRU ELEMENTS TO BE INSTALLED AT THIS SITE. ALL WORK TO BE COORDINATED WITH OTHER TRADES. 3. CONTACT McDONALD'S AREA CONSTRUCTION MANAGER FOR DRIVE-THRU ELEMENT FOOTING AND WIRING REQUIREMENTS NOT SHOWN. (INFORMATION ALSO AVAILABLE THROUGH VENDOR WEBSITES) SIGNAGE MANUFACTURER TO PROVIDE FOOTING ANCHORS & TEMPLATES TO G.C. PRIOR TO FOUNDATION POURING. 4. SEE DETAIL 2/DT1.0 FOR DETECTOR LOOP INFORMATION, ELECTRICAL SHEETS FOR LOW VOLTAGE CONDUIT DIAGRAM AND FOR DRIVE THRU POWER DIAGRAM; VENDOR'S SPECIFICATIONS SHALL GOVERN UPON ANY DISCREPANCIES. 5. CONTRACTOR TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR, CONTENT SUPPLIER AND THE SIGN SUPPLIER. 6. CONTRACTOR TO INSTALL PRE -FORMED, PRE -WIRED VEHICLE DETECTOR LOOP. 7. CONTRACTOR SHALL VERIFY CONDUIT SIZES REQUIRED BY VEHICLE LOOP DETECTOR SUPPLIER. R .. date: Ydn& 11 13A"iMfdA'00'; h. THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 07.28.2023 DATE w H V ~ p �O in0 ►•. N 0 w a a _ Z C7 .x uj Li w -� Z W W i ww in o d a J 7 ❑ (ry C N N O ° o a N-O 0 U ❑6 N cu aoauL � Vap ° ° O 0 (1) 3 •� cl a- U N ro 0. N v1 0 �❑°3+ ❑�` O U ❑ C L D 41 N p U 0°0 O L� O y y❑ C c/,/ 'O O •� Ol E V C ❑ O U O a N O Qj C Ql •- ,� N U d_ U QL1 ` U tIl LV ❑ U Q U u D- N❑ C O O N ❑ U C a)U N a Vi .N w O'•-.V c Q o°� c Cate.. O_ vl L T o O ° N U C E O (n OL -0 01 3 c ;w ❑ ®� T �0 n'D°a)0 W U GJ � (n Ql U U N cl2. ° N W r 0 aL.. S 15N N w r 0.3 -0c m a �o o Mo z L I w to N 3 I i�N 4;i LN 04 �p a w O N N Cn m I 0 Z J_ ::D Q m c� w o z o' c m i.. o c43 :z a & z N � o � o v N o w ci o N �tlo00 � � F N o cn o NSN#: 40871 z Li d T 1 *0 'A DRIVE-THRU DETAILS ry FILLED STEEL PIPE BOLLARD, SEE DETAIL 1 /A6.1 SIMPSON 1 FLOOR PLAN STRONG- A1.0 "HTC4" SCALE: 1 /4" = 1'-0" 48"O.C. NORTH CONT. TC PLATE LATERAL BRACING'1� I � �I TO STRUCT. ABOVE A® 4'-0"t O.C. z I � � I � I SUBSTRATE �~ BACKUP EACH SIDE AS INDICATED ON A6.1 BOTTOM 6" OF BACKUP TO BE CEMENT BD. MIN. 1/2" ABOVE SLAB n CLG AS SCHEDULED EXTEND STUD & BACKUP ON ONE SIDE TO UNDERSIDE OF ROOF FOR DRAFTSTOP WHERE SHOWN ON A1.2 BY --------- STRUCTURAL MEMBER OR STUD SPANNING BOTTOM CHORD 4'-0" O.C. CONT. RUNNER CHANNEL FIRESTOPPING AT CEILING NOTE: INTERIOR PARTITIONS ARE ONLY EXTENDED TO ROOF DECK AT DRAFT STOPPING. LATERIAL BRACING OR SIMPSON STRONG TIE CAN BE USE TO SECURE WALL METAL STUD PARTITION TYPE: ALL PARTITIONS TYPE 'A' U.N.O. "A" = 3 5/8" FLOOR Al "= 3 5/8" W/BATT INS. SCHEDULED "B" — 6„ "B1 "= 6" W/GATT INS. a "C" = 8" "C1 "= 8" W/BATT INS. 2 INTERIOR PARTITIONS A1.0 SCALE: 3/4" = 1'-0" STUD SPACING: 16" O.C. STUD GUAGE: LOAD BEARING: 18 NON —LOAD BEARING: 20 KEY NOTES ❑ALUMINUM CANOPY SYSTEM ABOVE — SEE 4/A5.0 FOR NOTES — SEE ROOF PLAN FOR DIMENSIONS, SEE ELEVATION FOR COLORS AND FASCIA LOCATIONS CG G.C. TO PROVIDE 4"x4"x5'-0" HIGH STAINLESS STEEL CORNER GUARDS AT ALL EXPOSED LOCATIONS IN KITCHEN/SUPPORT AREA. CORNER GUARDS TO START AT FINISH FLOOR. ATTACH WITH WOOD SCREWS INTO WOOD BLOCKING BULLNOSE COVE BASE WHERE TILE MEETS STAINLESS STEEL CORNER. CP CONCRETE EQMT PAD — SEE STRUCTURAL WALL TILE: CROSSVILLE — COLOR BY NUMBERS CT COLOR: AFTERNOON SPRAY, SIZE: 4"x12", PATTERN: RUNNING BOND e GROUT: MAPEI 02 PEWTER — JOINT TO BE Xr," MAX. USE THIS TILE WHEN HIGH LRV IS REQUIRED COORDINATE WITH McDONALD'S ACM DE DECOR ELEMENT — VERIFY SIZE AND PLACEMENT WITH DECOR PLANS DF DECOR FINISH TO BE ORDERED/INSTALLED BY GC AND MANUFACTURED BY DECOR; REFER TO DECOR DRAWINGS. DS DROPPED SOFFIT ABOVE — SEE REFLECTED CEILING PLAN FTICO2 FILL BOX (EQUIPMENT SCHEDULE ITEM 49.00) CO2 ❑OPTIONAL BULK OIL FILL BOX (EQPM SCHEDULE ITEM 700.18) CONFIRM USE WITH MCDONALD'S AREA CONSTRUCTION MANAGER BO N FL FLOOR LINE — CHANGE IN MATERIAL — SEE DECOR DRAWINGS aFIBERGLASS REINFORCED PLASTIC (FRP) — PANOLAM, GRAY SMOOTH, CLASS A, .075. REFER TO ROOM FINISH SCHEDULE SHEET A6.1 FOR INSTALLATION LOCATIONS. FOR ORDERING, CONTACT KIMBERLY LAWSON Kimberly—Lowson0ponolam.com 1-866-925-4377 LEVEL LANDING ® EXT. DOOR w/ MAX. 2% RUNNING/CROSS SLOPE AWAY FROM BUILDING 5'x5' "—SIZE OF LANDING ❑MOP SINK — SEE DETAIL 8/A6.1 AND PLUMBING DRAWINGS. PROVIDE Ms MOP HOLDER AND 3/4"T 02"D FULL WIDTH SHELF FOR CLEANING DETERGENT STORAGE. — ROOF ACCESS LADDER w/HATCH ABOVE SEE STRUCTURAL FRAMING RL]PLAN FOR LOCATING DIMENSIONS. EXTENT OF NONCOMBUSTIBLE CONSTRUCTION BEHIND TYPE I HOODS TE - PROVIDE TILE BEHIND HOODS, EXTEND 18" MIN. PAST END OF EXHAUST HOODS. n 0 GUARDRAIL - SEE 8/A6.0 AND SITE PLAN FOR LOCATION AND LENGTH SYMBOL LEGEND OPARTITION TYPE TAG SEE 2/A1.0 Xa DOOR TAG - SEE DOOR SCHEDULE ON A6.0 O7 WINDOW TAG - SEE WINDOW SCHEDULE ON A6.0 ❑ KEY NOTE GENERAL NOTES 1. EXTERIOR DIMENSIONS ARE TO COLUMN REFERENCE LINES AND EXTERIOR FACE OF MASONRY U.N.O. INTERIOR DIMENSIONS ARE TO FACE OF INTERIOR WALL BOARD 2. SEE A5.0 FOR EXTERIOR WALL ASSEMBLY TYPES. SEE 2/A1.0 FOR INTERIOR PARTITION TYPES. INTERIOR PARTITIONS ARE TYPE 'A' U.N.O. 3. SEE EXTERIOR ELEVATIONS FOR WINDOW TYPES, U.N.O. 4. SEE SHEET A6.0/A6.1 FOR DOOR AND ROOM FINISH SCHEDULES 5. SEE SITE PLAN FOR SIDEWALKS, RAMPS, ETC. 6. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY: FRANKE/S2K 1-800-423-5247 www.frankesupply.com email: fs—frankesupply.us0franke.com 7. MAXIMUM OCCUPANCY SIGN TO BE POSTED PER LOCAL CODE. SIGN FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 8. ALL HANDSINK LOCATIONS SHALL HAVE CEMENT BOARD BACKING 48" IN HEIGHT A.F.F. 9. GC TO COORDINATE ALL REQUIRED BLOCKING FOR WALL HUNG EQUIPMENT, SHELVES, ETC. FOR PROPER INSTALLATION HEIGHTS. 10. KNOX BOX TO BE INSTALLED PER LOCAL CODE AS REQUIRED. MODEL AND LOCATION TO BE COORDINATED WITH FIRE MARSHALL. z O H d V V) w 0 w Q 0 .9 r OF RK R SM''• �O Date:'�0'�b8.11 DA THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BF VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.11.2023 DATE uu ac H V N ccco Q c%j w t1. ~ - Z Q oNi In . l7 oc O ai LU ui J Z w w w c�"'n O a a a n J N O -6 T V d N Q O -O O 0 0 (1) ` c: d a) tl tl N 7 � U 0 o I— C3 _0 a 0 Nv O_0 d 0 E 0 c O 0 3 O 0 tl .O • E �— n - V _ O O m V 01 f� - �NO C tl � �+.' O N _0 C O V O co O CO �/) 0 g C d �U� V C s O "c: O O O C VI a U tl d In O V O rVVI O O + 0 v_ O 0V C L a� O C J O d N d V cn C+V+_O U L (n a� U C tl 0 N OC)D1,43 o N.c.� oV dojo°' C 7 0- 0 d �U O .L O O _O O� cL O d 0- 00 0 00 0 W T N :�' U V7 C Q N aO�mN.�v a O O _c L +' N i N W w0 W N C:)z W I W N to a w N O CV m I Z J_ m C) Z z_ w U m m S U o o A N r E w o v a N o v~i C cn a, o NSN#: 40871 0 z A1.0 'n FIRST FLOOR PLAN COVE SURROUND: WHITE AZEK PVC TRIM OR SIMILAR PAINTED WHITE (TO MAXIMIZE LIGHT REFLECTIVITY) CONT. CONCEALED DIFFUSED WARM WHITE LED STRIP LIGHTING (D3) CEILING TILE ALUM. ANGLE TO MATCH CEILING FINISH SEE DECOR FOR WALL FINISH 4 3/4' i COVE LIGHTING DETAIL SCALE: 1-1/2 it = 1 '-opt MECHANICAL 104 CENTER OVER DOOR 1 REFLECTED CEILING PLAN A1.2 SCALE: 3/16" = 1'-0" NORTH - STEEL ROOF JOIST & DECK I I I I - CONT. RUNNER CHANNEL ATTACHED TO LOW CELL OF MTL ME ' ri GYP. BD. DRAFTSTOP� �� SHEET A1.1 FOR `, �_`_ OCATION) `,. ` B TRUSS CEILING AS --- ' ELEV. VARIES OPTIONAL DIAGONAL BRACING PROVIDE LATERAL SCHEDULED 48 t O.C., IF WALL ATTACHED TO BRACING TO STRUCT. ABOVE ® 4 - �\ In ROOF DECK FOR DRAFTSTOP I O.C., OPTIONAL IF CONT. RUNNER CHANNEL CEILING AS SCHEDULED WALL EXTENDED TO ` ROOF DECK ATTACHED TO LOW CELL OF CEILING � MTL. DECK ELEV. VARIES CEILING ELEV. AS SCHEDULED VERT. STUDS 0 16" O.C. ; FRP OVER 1/2" PLYWOOD �— CONT. RUNNER DECOR FINISH SEE - CONT. RUNNER CHANNEL DECOR DRAWINGS AND/OR A6.1 FOR ot B SOFFIT SUBSTRATE EL. +6'-8" A.F.F. n EQUAL A EQUAL A Ll GYP. BD. DRAFTSTOP, WHEN REQUIRED 1 SEE 2/A1.0 FOR PARTITION TYPE, EXTEND TO ROOF DECK WHEN DRAFTSTOPPING REQUIRED CEILING ELEV. AS SCHEDULED CEILING AS SCHEDULED SUBSTRATE, SEE A6.1 OR DECOR DRAWINGS, TYP. BOTTOM OF SOFFIT 3" BELOW LOWEST "? SURROUNDING CEILING Ak U.N.O ON CEILING PLAN B SOFFIT � 8'-0" A.F.F. 2 SECTION AT MENU VALANCE 3 SECTION AT BULKHEAD 1 2 ROOF JOIST NOTF' 18 GA. METAL STUDS ® 24 ALL WIRES ARE TO BE TAUT WITH O.C. TIED TO BOTTOM ROOF ASSEMBLY A MINIMUM OF 3 TIGHT TURNS CHORD OF MIN. 3 ROOF AROUND SELF - TYPICAL JOISTS 3-5/8" METAL STUDS HANGER 0 24" O.C. TIE TO #12 SAFETY WIRE TIED TO SAFETY CONTINUOUS METAL TRACK WIRE SUPPORT HOLES & FASTENED TO BLDG. STRUCTURE. MINIMUM (2) SAFETY WIRES PER LIGHT FIXTURE PLACED AT DIAGONAL CORNERS 3-5/8" CONT. LIGHT FIXTURE SAFETY WIRE STUD SUPPORT HOLE, TYPICAL % •�• tee^ CROSS TEE- MAY BE 1-1 /2" - s OR 1" HIGH AND MAY BE 2'-0" OR 4'-0" O.C. 1/2" THK. GYPSUM BD. ON 3-5/8" MTL. FRAMING 0 16" O.C. - EXTEND GYB BD 6" ABOVE SUROUNDING CEILING CEILING AS WALL BEYOND SCHEDULED 7 SECT. ® D.R. �CL. SOFFIT ?1.2 112 1,_0„ DECOR FINISH, SEE DECOR DRAWINGS, TYP. 'A CONSTRUCTION AS PER SURROUNDING PARTITION TYPE INDICATED ON FLOOR PLAN BOX HEADER BY G.C. CEII SCI- METAL CASING BEAD AROUND OPENING MEl TOP F C BEI OPI I VF /C PANEL TL. CLOSURE PIECE ® 3 IDES OF OPENING BY K.E.S. FASTEN TO F/C & WALL 4 CEILING DETAIL AT COOLER BUILDING STRUCTURE HILTI CC27 CLIP OR EQUAL FOR LIGHT SEISMIC RESTRAINT CLIP MINIMUM (4) PER LIGHT FIXTURE C TYPICAL SECTION "A -A" -SIDE MOUNTING LEVELING LUG BY FIXTURE MFR. WALL INSTALLATION BY MOULDING ELECTRICIAN AS PART CAN BE OF FIXTURE (2 PER "C" OR "L" SIDE) FIXTURE VARIES DETAIL AT WALL WITH MFR TILE OPENING OFFIT ` ' ' �� "��' NOTES: 'f�' 1. AT EACH END OF LIGHT FIXTURE AN INTERLOCKING CLOG. PLAN DROP S MAIN TEE SPLICE CROSS TEE OR LOCKING BAR MUST BE USED � "� C MAIN TEE-48OUPLING (OCCURS 2. THE TOTAL WEIGHT OF A LIGHT FIXTURE AND OTHER O.C. MAX. (SHAPE `\ AND DESIGN AS APP'D.) AT RANDOM) EQUIPMENT (AIR BOXES, ETC.) AND CEILING MATERIAL SUPPORTED BY THE MAIN BEAM MUST NOT EXCEED 12 GA. GALV HANGER WIRE NOT THE RECESSED FIXTURE THE ALLOWABLE DEFLECTION OF 1/360 OF IT'S TO EXCEED 4'-6" O.C. ALONG MAY BE SUPPORTED BY SPAN. DEFLECTION DATA MUST BE FURNISHED AND MAIN RUNNER. SEE SECTION A -A. THE MAIN TEES SPACED CERTIFIED BY THE MANUFACTURER. ATTACH TO EXISTING BLACK IRION 2'-0" OR 4'-0" O.C. 3. SURFACE OR PENDENT FIXTURES MUST BE INDEPENDENTLY SUPPORTED FROM FLOOR OR ROOF 8 CEILING GRID & LIGHT SUPPORT DETAIL CONSTRUCTION. A1.2 N.T.S. !: PlC\ITCm f%%Irm C PE IE (GEAR KEY NOTES >- m AC AIR CURTAIN ABOVE D/T WINDOW OR SERVICE DOOR, SEE MECHANICAL DRAWING ACT ACOUSTICAL CEILING TILE, SEE DECOR DRAWINGS. A ACOUSTICAL CEILING TILE: VINYL FACED USG 24"x24" CLEAN ACT ROOM CLIMA—PLUS. UNPERFORATED. SMOOTH TEXTURE AV COLOR: WHITE GRID: USG 15/16" DX/DXL COLOR: WHITE p CANOPY WITH INTEGRAL GUTTER AND SCUPPER. a_ EALUMINUM SEE A5.0 FOR NOTES — SEE ROOF PLAN FOR DIMENSIONS — SEE ELEVATIONS FOR COLOR AND FASCIA LOCATIONS (A w TILE: CROSSVILLE — COLOR BY NUMBERS EWALL CT COLOR: AFTERNOON SPRAY e SIZE/PATTERN: 4"02", RUNNING BOND GROUT: MAPEI 02 PEWTER — JOINT TO BE &" MAX. USE THIS TILE WHEN HIGH LRV IS REQUIRED, COORDINATE WITH ACM ElSUSPENDED DECORATIVE CEILING TREATMENT — SEE DECOR DRAWINGS FOR ADDITIONAL INFORMATION DM DIGITAL MERCHANDISER ui 0 DF E DECOR FINISH TO BE ORDERED/INSTALLED BY GC AND MANUFACTURED BY DECOR; REFER TO DECOR DRAWINGS. El DROPPED SOFFIT DC—WH 0. FLO,Q' MAY BE REPLACED BY ELEMENT BY DECOR SUPPLIER CONFIRM WITH AREA CONSTRUCTION MANAGER .p,E R SMiry �� - id GYPSUM BOARD CEILING FINISH. SEE DECOR FOR FINISH. ; :Date: 203-08.11 MENU BOARD WITH BEZELS BY OTHERS UNDER SEPARATE fb' OO::rcj MB PERMIT, SEE ELECTRICAL PLANS ��;-13: CEILING MOUNTED VERIFYA2IONS 6/A csTFRED. TO INSTALLATION. B) w/ACM PRIOR SEE DETAIL AEzG�� FOR INSTALLATION INFO Re ORDER READY BOARD - SEE ELEC PLANS THIS DOCUMENT HAS RL ROOF LADDER OPENING E BEEN DIGITALLY SIGNED AND SEALED. PRINTED sC INTERGRAL GUTTER SCUPPER COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST RF VFRIFIED ON ANY ELECTRONIC COPIES GENERAL NOTES OF THE DOCUMENT 08.11.2023 1. SEE SHT A6.1 FOR CEILING FINISHES. DATE 2. SEE SHT A1.0 FOR MENU BOARD DROPPED SOFFIT LOCATION DIMENSIONS w 3. GC SHALL COORDINATE HVAC DIFFUSER LOCATION WITH DECOR & MECHANICAL PLANS AND REPORT ANY DISCREPANCIES TO v ARCHITECT. 4. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR DIFFUSER AND LIGHTING INFORMATION. o 5. PROVIDE USG V15 CEILING TILE RETENTION CLIPS IN ALL Q N o w o VESTIBULE AREAS U- N Zcn vim► tag -1 x W J ~ W J tp ROOF DECKING -- 3 4" DIA THREADED ROD D ILLED BETWEEN DOUBLE a z u LL 2#4 PROVIDE DOUBLE NUT & 3 OVER -SIZED STEEL WASHER Liz BOTH SIDES a za DBL 2x4 VERTICAL w/ 1Od NAILS m ® 12" O.C. 2 ROWS STAGGERED = o Ln p ATTACHED TO BOTTOM CHORD OF Q ' ° o L o "- ° o °' °' o JOIST (2 MIN.) N ` ` °' a 0 ° '0 n JROOF �0�. w� z o°- u°-o 0 ov OUTLET & JUNCTION BOX - SEE o a u °' 0 ° .a � ` 3 E ELECTRICAL d d N �' ° 6 ° N L n Y U C CEILING AS SCHEDULED a ° s ° ° - a ' u-� N v� c O o ° C V C V .° U 0 I! 0 C _ C ° -p To a ° THREADED ROD TO PROJECT 0— a> a o BELOW CEILING TO RECEIVE E' , o .N f ° MONITOR BRACKET COVER _U) ° `v o a ° ° w/ 3" BEAUTY TUBE PROJECT � _ " °' z En THRU CEILING 2 INCHES — ° � ~ a NOTCH REAR SIDE OF BEAUTY a - a a TUBE WITH 3/4 x 3 OPENING � m .o y o C N 2 FOR CABLES AND WIRING. 0 a N o a N ° U ° U 4) 0 0 D m D o m MONITOR BRACKET V o ° a - o �so°a°o MONITOR INSTALLATION DETAIL L 0' �� .3 LE p °0 ° 0 a 3° / 5:4) p) 8 j (� V U OU d N d- U) � U L -q 4) � 4) w �4� LJ Li RESTROOM _ v1cn M a � - -- o _ W 8�N — - � m cl CROSS BRACE REQUIRED N � o ^o } FOR CEILING _ CEILING AS RESTROOM: CEILING AS SCHEDULED TRANSITIONS 10" MIN. O SCHEDULED 6" FRAMING 0 16" O.C. OR AS RECOMMENDED N CLOSETS: BY GC m 3-5/8" 0 2'-0" O.C. z I R-19 BATT. OWLAMON a z O CO2 ROOM w \ o J \ z Z c f---Tr 992 m STUD BLOCKING PARTITION TYPE AS SHOWN ON FLOOR PLAN GYPSUM BOARD CEILING 1 o GYPSUM BOA�D�CELING SECTION TRANSITION TRIM TRANSITION ® SERVICE: V) Q o J 10" ° e m L a 5 USG COMPASSO, BLACK 12" TRANSITION ® KITCHEN: -_ --- D 0 I _ — — — Q I �' J y n USG COMPASSO, FLAT WHITE 4L" 6" - ~ i TRANSITION ® DINING: r' a 0 a SEE DECOR. (V N 4' -1 0 W U a I- 00 � N►'7 ifl 0� � �ti o CEILING AS SCHEDULED u NSN#: 40871 ri-1 ACOUSTIC CEILING TRANSITION z z N.T.S. COORDINATE w/ DECOR cn RCP 4'-6 3/4" 21'-9" W-0" 5'-1 1/4" C1 LE C1 n LE C1 c, LEGEND mBASE RAIL 3'-0") (P(3'-O") L2 (3'-0") (3'-0'� S L.P. LOW POINT ASRREQUSRED LE HVAC UNIT T ROOF ASSEMBLY � a � o_ �— o_ LE H.P. HIGH POINT SEE SHEET A1.3 L1 --- - -- --- - -_ -- ¢ ¢ ¢ ¢ ¢ L1 ROOF CURB ( ) XX, H.P. DIRECTION OF DRAINAGE ROOF DECKH.p.\ __��- INSULATION 0 \y L.P. © ® MF MF H.P. AP TRELLIS SYSTEM WITH FRAMING FOR a ROOF DRAIN w/ k/ y ALUMINUM INFILL PANELS. < OVERFLOW DRAIN i Cl C2 OPENING (SEE v SLOPE TO EDGE 01 /4 PER FT. STRUCTURAL TAPERED INSULATION (TY '--�`� DRAWINGS o S i MAINTAIN POSTIVE DRAIN E _) 1 1 RESTROOM _` KEY NOTES -------------- ----- 7 ll0EXHAUST FAN I I ALUMINUM CANOPY SYSTEM W/ FASCIA c1 ❑ (COLOR: SEE ELEVATIONS) ALUMINUM CANOPY SYSTEM (COLOR: I C 1 C2 VENT STACK, ( ( co � ❑ SEE ELEVATIONS) SEE DETAIL 2 A6.0 ( ( 3 -0 BAR JOIST - O / i i 3 M( ) METAL ROOF DECK w 00%I ROOF WALKWAY PAD, TYP. HOSE IB 1 - ACCENT LIGHTING - SEE Q w \ SEE M ING TYP 0w tz qp LE Ll %ELEVATIONS & ELECTRICAL -) a i ROOF TOP _ _ _ L—L - - - _ _ - 0 0° HVAC UNIT - - - ROOF TO>p o 00 L3 L1 D LIGHT: LED DOWN ONLY J I HVAC UNIT i U) po �'P• H.P. (RIDGE) N M L2 = INTEGRAL CANOPY FIXTURE � i H.P. (RIDGE) L3 = UP ONLY FLOOD FIXTURE 3 HVAC UNIT ROOF CURB DETAIL 8 _ _ _ _ _ _ - - - I 4FRYER iwa MF METAL FASCIA 1 1 2 1 GRILL i i o A Cl-COLOR: �Q'.K R S i EXHAUST - - - - - - N 00 AP Cl = SEE ELEVATIONS FOR COLOR y: rti•;'� _ _ _ _ _ _ _ _ FAN EXHAUST FAN I I �j C2 = SEE ELEVATIONS FOR COLOR i ,� � DIRECTION T I 4 McDONALD'S SIGNAGE BY OTHERS OF EXHAUST • ;Date: ' � s '�b�3-b8.11: I •br � I i � 1. w i ROOF TOP i i AP El SEPARATE PERMIT (SEE •• o` I IL HVAC UNIT TYP I I ---- --- _ . _ _ ELEVATIONS) ��'�•.••.. ..••'••,��V J ' -} .. 0o I�- ��. _�I � '� i i I s�FRED ARG�� 11SEE EXHAUST M 2'-0"W ADDITIONAL ROOF �� - _ S ROOFING NOTES FAN DETAILS 1 CRICKET AT ALL 6.0 - MEMBRANE AROUND ON MECHANICAL CURBS &EQUIPMENT SUPPORTS TYP. - - COOKING EXHAUST FANS DRAWINGS FOR 1. SINGLE -PLY ROOFING SYSTEM WITH BASE FLASHING SHEET EXTENDING UP ADDITIONAL THIS DOCUMENT HAS 4' m (3'-0") PARAPET AND TERMINATED UNDER I INFORMATION. BEEN DIGITALLY SIGNED --`__ 7 co COPING HOT WELDED TO SEALING STRIP AND SEALED. PRINTED A3.1 TMp MF MF SECURED TO WOOD BLOCKING COPIES DOCUMENT THE 2. INSTALLATION OF ROOFING SHALL BE IN SIDERARE NOT H p L-P• p �1_''- a L.P. H.P. ACCORDANCE WITH MANUFACTURER'S CONSIDERED SIGNED AND H.P. Cl C1 C2 SEALED. THE SIGNATURE SPECIFICATIONS AND PER DETAIL 2 OF THIS SHEET. 1 MUST BE VERIFIED ON - - 3. PROVIDE PREFABRICATED METAL CURBS. 1/2" CEMENT ANY ELECTRONIC COPIES a a COORDINATE SIZE, LOCATION AND BOARD OR OF THE DOCUMENT/ 08.11.2023 LE C2 ¢ G2 ¢ C2 ¢ LE INSTALLATION REQUIREMENTS W/ M E, 5 8 TYPE X (4'-O") % (4'-0') � S (4'-0") P & S SHEETS. PROVIDE SHIMS TO GYP BOARD L1 DATE 6" 6" 6" 6" 6" - - 6" 1 LEVEL CURB AREAS WHERE ROOF DECK ULj IS PITCHED. 1 5'-8" 5'-8"L 5'-8" 4. FOR EXACT LOCATION OF EXHAUST _ 6'-8" 6'-8" 6'-8" FANS, HVAC UNITS, AND ROOF HATCH. v - _-_- - - - REFER TO STRUCTURAL DRAWINGS. IL 5. CRICKETS MUST BE INSTALLED AT ALL ~00 �o ROOF CURBS & EQUIPMENT PLATFORMS 4 DETAIL ® EXHAUST FAN Q uj N a en 0 BY GC. lyLL H N 1 ROOF PLAN ter' m® T V W M A1.3 SCALE: 3/ 16» = 1 f -0ff ®� NORTH w Ln Z W W w 2 (A O a. 0 � a ROOFING SYSTEM PVC VENT PIPE DIAMETER TAPERED INSULATION � 1,-0 o _ ° VARIES SEE PLUMBING DWGS TO FORM ROOF DRAIN 1'-2" PARAPET WALL � o o c O.�' ° o COPING PER 1. MANUFACTURERS AND PRODUCTS: SURE -SEAL WATER CUT-OFF MASTIC SUMP AREA ` ` am � o N > to �,J SPECIFICATION COPING PER SPECIFICATION A. DURO-LAST PVC ROOFING SYSTEM z 0-'- a, -0° - a o ROOF GROMMETTED SCREWS 18"O.C. B. JM-PVC. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) Q STAINLESS STEEL CLAMP RING OVERFLOW TERMINATION 2 7 o �, o MEMBRANE VIEW COPING ROOF MEMBRANE FULLY FOR MOST UP-TO-DATE INFORMATION. p --�'r� OVERFLOW DRAIN (SEE PLUMBING DRAWINGS) 0 o o N a Ui FULLY ADHERED NO SUBSTITUTIONS ALLOWED 0 _ _ _ - . _ a r , ADHERED Z DRAIN w/ STRAINER, N _, -n o -- L SURE -WELD PRE -MOLDED PIPE FLASHING r<, t? E •- - o m - INSTALL PER MFR'S RECOMMENDATIONS � - ° :L o ::.. 2. SPECIFIED ROOFING SYSTEMS (AS SHOWN): s SEE DETAIL 8/A1.3 �� - - - - - (n o � - .3 u o W CMU WALL, HEAT -WELDABLE SINGLE -PLY 50 MIL PVC ROOFING SYSTEM, INSTALLED J O � L �' BRICK WALL, OVER RIGID INSULATION ON WOOD ROOF DECK HAVING A SLOPE OFcn o_ HOT AIR WELDS AT SEAMS cD s s FASTENERS ' x�`' =' SMOOTH CONCRETE WALL, 3/8"/FT. MATERIALS SHALL BE AS FOLLOWS: w (n �_ ��`'::::::: w COMBINATION MAIN ROOF iv �, o - �, E c 12 O.C. �` OR ANY "APPROVED" N MIN. :+�?:`:::::::::::::: :::::: A. SINGLE -PLY ROOFING SYSTEM AS MANUFACTURED BY MANUFACTURER AND OVERFLOW DRAIN o c ° t ,� A SMOOTH SURFACE SUBSTRATE LISTED ABOVE TO COMPLY WITH ASTM E 108 OR UL 790, ASTM SEE PLUMBING ' $ PIPING c 0 CLEAT :..• .:.:.::::..:............................... 5' ( OUTLINE OF STORM P c o 0 :::,>�............::::::::::. :::::::::::::::.:: i.e., PLYWOOD, 1.3 J _ o E, - - UPLIFT. DRAWINGS 0 D 6878 AND FMG I 90 FOR WIND U FASTENED PER : ��`'::::::::::::::::::.:.:::::::::.:::::::::.:.:::::::::: GLASS FACED GYPSUM __ (SEE PLUMBING DRAWINGS) ° a � a " 0 L "SMACNA B. FASTENERS: METAL FASTENERS AND PLATES AS PER MANUFACTURER. _ o 0 o - c C. ACCESSORIES: PRE -FABRICATED CURBS, FLASHING, CORNERS, I I 0 N-- = °w �t PIPE FLASHING T FLASHING ETC. AS PER - c n - c TERMINATION BARS, VENT FLA 3 MEMBRANE FASTENERS AND PLATES ....................................................... TAPERED INSULATION SPACED EQUALLY AROUND PIPE 0 c " MANUFACTURER. _ 1-1 /2 MIN. HEAT WELD SEE ROOF PLAN I 1 0° o to m o D. PLEASE SEE SINGLE -PLY FLASHING SPECIFICATIONS FOR A FULL 5 U 0 o N ° o 2x NAILER 'a. ° - o -c �.. , ROOF MEMBRANE EDGE DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS � ° FASTENED AS :�: �� •• SEE ROOF PLAN FOR FLAT ROOF LINE OF KICKER, SEE z �,CL + �::. I ( SEALANT IF FIELD CUT) WHICH ARE CONSIDERED A PART OF THIS DETAIL. SPECIFIED '` •4•�••••• •••• c - o L t { D BE DESIGNED AND i'�-- _ • 4• • CONSTRUTION PLAN w ° o� o o o ROOF MEMBRANE E. ANY CARPENTRY OR METAL WORK SHOUL o v T ............................. .............................. ............................. .............................. ......•...... """""" {- •-••,�•� ) CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS 2x FRAMING AT OPENING W N °1 ° ROOF :.:�\1'..:' ' (MECHANICALLY FASTENED AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE l`�-�J a a, o ° W'i MEMBRANE 44 , ,r� :: a N a N , 4�•... xr�(� REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. PIPE CLAMP 5 TYPICAL VENT PENETRATION 6 ROOF DRAIN DETAIL a's ° BONDING x...:..;�,.:.::.:. i x. . ADHESIVE ::.:..,� r}{��`` WITFiINCTHE AMANUFACTUREROS GUARANTEE. ONS TO BE INCLUDED A1.3 1 1 =1 -Q .3 3 4 = 0 w MIN. 1/2! F. ROOF MEMBRANE EDGE SEALANT IS REQUIRED ON ALL CUT OR ocD WN 04 MEMBRANE �� NON -ENCAPSULATED EDGES OF REINFORCED MEMBRANE. THIS cn ,,, o o Cn o ' INCLUDES FACTORY CUT MEMBRANE AIL "A" 3 m M W M `� 006 ABOVE TERM r�' .. • .... NOTE: DETAIL N t5 .. go_ -o ��! _ BAR TAPER INSULATION INSTALL ROOF DRAIN THIS DETAIL ILLUSTRATES THE METHOD TO o C1, " ' ' ' ' 3. WALKWAYS: TOWARD DRAIN SUMP AREA PER MFR. SPECS ELIMINATING PITCH POCKETS AND THE METHOD OF SNAP CAP TO o = 2, e::...................................................... " GROUPING PIPING THAT MUST PENETRATE THE ROOF. N - • • AY ROLL HOT AIR WELDED TO MEMBRANE. LOCK A. 3O WIDE WALKWAY N B. PROVIDE WALKWAY FROM ROOF LADDER EXIT TO ALL ROOF TOP _ EXTEND ROOF N EQUIPMENT AS PER ROOF PLAN ABOVE. DRAIN w STRAINER PORTALS PLUS KORAD LAMINATED STAINLESS CLAMP BY m :..::..::::::::::•... MEMBRANE UNDER PORTAL COVER PORTALS PLUS m -- . - - . - . -- C. INSTALL WALKWAY ACCORDING TO WALKWAY PAD MFR S WRITTEN ABS PIPE INSTRUCTION. - - -- CLAMPING COLLAR _ R PER MFR. GASKETED FASTENERS MIN. EPDM RUBBER PIPE :. 4. RIGID INSULATION: TWO PER SIDE PORTAL CAP Z_ POLYURETHANE PROVIDE REQUIRED LAYERS OF POLYISOCYANURATE INSULATION w/ 1 /2" SEALANT "DENSDECK" COVER BOARD TO MEET A MINIMUM CONTINUOUS R-25 FASTENERS APPROX. 8" O.C. ROOF ASSEMBLY J VALUE - THICKNESS AS REQUIRED. PROVIDE POSITIVE SLOPE TO ALL i (SEE SHEET A1.3) Q TERMBAR WITH m 3 c, ROOF DRAINS. SEE ROOF PLAN. PROVIDE TOP LAYER PROTECTION PORTALS PLUS PIPE PORTAL z w FASTENERS ® 16" O.C. - c0 J MATERIAL AS PER MANUFACTURERS RECOMMENDATIONS. BOTTOM LAYER � CURB STYLE RC-4A p z � on PERMITER FASTENING - OF INSULATION TO HAVE INTEGRAL THERMAL BARRIER OR APPROVED cn (a� / - � V J MECHANICAL FASTENERS ROOFING MANUFACTURERS THERMAL UNDERLAYMENT SHEET. ASSEMBLY FASTEN PER MANUFACTURER'S Q 444m»J o q SHALL COMPLY WITH UL 1256 OR FMG 4450 AND ASTM C 1289, TYPE w �. � O Z W � 12 O.C. I OR II.--Lo ----------------- __ _ REQUIREMENTS Q J m NLn DENSDECK 1/2" PRIME - - -- - -- - -- - ---- z ------- ROOF- HOARD 5. TAPERED INSULATION: _________________ ROOF DECK - - o POLYISO BOARD INSULATION PROVIDE TAPERED INSULATION AS REQUIRED FOR POSITIVE DRAINAGE TO -` - ` -' `- - - - --- - _ ______________ LOOSE BATT INSULATION cam► 0 ROOF DRAINS AS INDICATED PER ROOF PLAN ABOVE. 1/4" PER FOOT �� (R-30 MIN.) N r 0 � W N ROOF DECK - THIS DETAIL IS ALSO SUITABLE MIN. REQUIRED. PORTALS PLUS IS A SUPPLIER OF PREFABRICATED ROOF ` 0 w cn �' rn TERMINATION OF FLEECE BACKED 6. EXHAUST FANS: ACCESSORIES AND DOES NOT ASSUME RESPONSIBILITY ��— SUPPORT PIPES FROM F N r vn o FOR ERRORS IN DESIGN, ENGINEERING STRUCTURE MEMBRANES. NON FLEECE BACK INSULATE BELOW ROOF---- NSN#: 40871 PROVIDE ADDITIONAL LAYER OF ROOF MEMBRANE AROUND EXHAUST FANS MEMBRANE IS REQUIRED FOR WALL DECK AT ROOF DRAIN OR INSTALLATION. THE ROOFING SYSTEM MFR'S 2 ROOFING SYSTEM FLASHINGS. AS INDICATED PER ROOF PLAN ABOVE. (R-30 MIN. INSULATION 7 SECTION ® ROOF DRAIN INSTALLATION REQUIREMENTS MAY SUPERSEDE THESE 8 PIPE PORTAL DETAIL Z WITH FIRE RETARDANT DETAILS FOR WARRANTED ROOF SYSTEMS. SEE ff f » w A1.3 N.T.S. VAPOR BARRIER) A1.3 SCALE: 3" = 1'—O" MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION A1.3 SCALE: 3 = 1 -O ROOF PLAN T/BLK'G ® PARAPET Mp ELEV. + 18'— 9 1 /2 " T ALUMINUM BATTEN mp ELEV. + 18'-3" B/CANOPY ELEV. + 9'-4" T/SILL IV ELEV. + 2'-0" T SLAB ELEV. + 0'-0" /1L.LrLJJIDI LI I 1 JIt,�1VAbL JLL `•" "•" GEN NOTE #6 ON A1.0 1 SOUTH FRONT ELEVATION T/BLK'G IL PARAPET ELEV. + 18'— 9 1 /2" T ALUMINUM BATTEN ELEV. + 18'-3" C.L./TIEBACK ELEV. + 12'-1" B/ALUMINUM BATTEN ELEV. + 10'-2" T/WINDOW & B/CANOPY ELEV. + 9'-4" T/SILL ELEV. + 2'-0" B/ALUMINUM BATTEN ELEV. + 0'-6" T SLAB ELEV. + 0'-0" BUILDING AD[ CHARACTERS ACCESSIBILITY 31%.AI UC JLL GEN NOTE #6 ON A1.0 EAST/NON—DRIVE—THRU PARTIAL ELEVATION 1 /4„ _ 1 , _0„ KEY NOTES: AL ALUMINUM BATTEN SYSTEM MFR: B+N INDUSTRIES SIZE: 2"X2" PROFILE COLOR: WOOD GRAIN, BACKRAIL UNFINISHED, ENDCAP PAINTED TO MATCH SUBSTRATE: 1/2" EXTERIOR HIGH DENSITY OVERLAY (HDO) PLYWOOD, BB, GROUP 1. HDO BOTH FACES. APAP TRADEMARKED. COURSE GRIT SAND SURFACES PRIOR TO PRIMING. PRIME AN DPAINT BOTH SIDES AND ALL EDGES. SUBSTRATE COLOR: "IRON ORE" 7069 BY SHERWIN WILLIAMS aALPOLIC METAL PANEL (COLOR: RAL 7022) C1 ALUMINUM CANOPY SYSTEM W/FASCIA COLOR: WHITE C2 ALUMINUM CANOPY SYSTEM COLOR: RAL 7022 FC3 ALUMINUM CANOPY TIEBACK COLOR: RAL 7022 GC TO PROVIDE CONTINUOUS BLOCKING ON WALL BEHIND TIEBACKS, WHEN TIEBACKS ARE INSTALLED ON METAL PANELING. SEE DETAIL 3/A5.0 aCONTROL JOINT - STUCCO aHOLLOW METAL DOOR PAINT: "FAIRVIEW TAUPE" HC-85 BY BENJAMIN MOORE DE DECAL BY GRAPHICS SUPPLIER SURFACE APPLIED, FIELD INSTALLED, PRE CUT, PRE SPACED. SUPPLIERS: VOMELA (865) 330-7337, ann.bowen®vomela.com GFX INTERNATIONAL (847) 543-4600, mcdonaldsdecorOgfxi.com FTI CO2— CO2 = BULK CO2 FILL BOX (EQPM SCHEDULE ITEM 49.00) BO = BULK OIL FILL BOX (EQPM SCHEDULE ITEM 700.18) GR GUARD RAIL -SEE SITE PLAN FOR EXACT LOCATION AND LENGTH PAINT: 'IRON ORE" 7069 BY SHERWIN WILLIAMS Lt RECESSED DOWN LIGHT FIXTURE - SEE ELECTRICAL COLOR: GOLD aRADIAL SCONCE LIGHT FIXTURE - SEE ELECTRICAL Cl--COLOR: C 1= WHITE C2= PLATINUM SILVER KB CONTRACTOR SHALL SUPPLY A KNOX BOX. PLEASE COORDINATE SIZE AND FINAL LOCATION WITH FIRE MARSHAL. T/BLK'G ® PARAPET ELEV. + 18'-9 1 /2" T ALUMINUM BATTEN C.L./TIEBACK ELEV. + 12' —1 " T/WINDOW & B CANOPY ELEV. + 9'-4" T/ALUMINUM BATTEN ELEV. + 9'-3 1 /2" B ALUMINUM BATTEN ELEV. + 0'-6" T SLAB ELEV. + 0'-0" aACCENT LIGHTING - SEE ELECTRICAL L1—LED LIGHT: L1 = SLIM LED (DOWN ONLY) L2 = INTEGRAL CANOPY FIXTURE L3 - UP ONLY FLOOD FIXTURE MF METAL FASCIA 1 — TYPE: Cl L 1 = PRE-FAB ANCHOR-TITE FASCIA COLOR: C1= WEATHERED ZINC C2= RAL 7022 HPIPE BOLLARD - PAINTED YELLOW E (RMHC) COIN COLLECTOR MODEL: #WPT STD CALL 1-888-743-7435 TO ORDER 2 EAST NON—DRIVE—THRU PARTIAL ELEVATION RO ROOF DRAIN OVERFLOW PIPE PAINT TO MATCH SURROUNDING MATERIAL IEMcDONALD'S SIGNAGE BY OTHERS - UNDER SEPARATE PERMIT. SC STUCCO FINISH Cl —COLOR: Cl ="FAIRVIEW TAUPE" HC-85 BY BENJAMIN MOORE C2 ="IRON ORE" SW7069 BY SHERWIN WILLIAMS E TRU EXTERIOR 1 "X6" TRIM, PAINTED ON SITE COLOR: "IRON ORE" SW 7069 BY SHERWIN WILLIAMS ❑2x8 ALUM. FASCIA BAND T3 COLOR: CITYSCAPE T/BLK'G PARAPET ELEV. + 18'-9 1 /2" T/ALUMINUM BATTEN ELEV. +18'-3" B FASCIA BAND ELEV. +9'-4" T DOOR ELEV. +7'-4" B/ALUMINUM BATTEN ELEV. +0'—O" ELEV. +0'-6" T SLAB UN METAL UNDERSCORE COLOR: GOLD W1 EXTERIOR WINDOW ASSEMBLY - TEMPERED GLASS COLOR: EXTRA DARK BRONZE W2 DRIVE-THRU WINDOW BY READY ACCESS MODEL: 600 SERIES, 36" SERVICE HEIGHT WITH TRANSOM, MANUAL XX OPEN; ELECTRONIC RELEASE 1 COLOR: DEEP BRONZE L SLIDE DIRECTION: RL = RIGHT TO LEFT LR = LEFT TO RIGHT z O H u cn w 0 w 0 Of �P''• K R SM'' O y: • �� pry' � Date: 203.08.11 ��•.13:�':��00' :'A. .V ED A THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.1 1.2023 DATE w eY F- v N O ti Q NLu O a o to Q moll co W J to w Q z w di L (A o It a r- ix a a� ° o ° U L 47 N O q)-o ° O O U c a ao � U D N O N7 7 O N _U U a p S � i v � (D N�oU1.� � U C N i U N E . '01 o � O �/1 U. °coa N V♦ 0 ° °'3� ° aci u ca o o 0-0 o La; °°c v, 'D O 7 'tn E U C O C U C ° 4J O Vl O p U C O L O _ C U -C cuJ~ C U O O N w +UO c N 0 U � � � N C OEnC o O Vt _VI .N = O 0°°°°' ° , O f!] T v O 3 0 .� c '3 w° L� Q ° o° p v a ago N U p 7 !n En U_ U to s 0- O CJ Ql I- Q'S -O Ci tlli a 3 O co w O �to N C w� CK41 �0V w o p a w N CD CV m m I z 0 m i w Of V) w o Q n m w o pIr W n Q r- o O -' o N ui U OD � w U o W N F CV to 0 NSN#: 40871 0 z W A2.0 t^ ELEVATIONS 1 WEST DRIVE T�HRU� PARTIAL ELEVATION LE SC MF CJ L1 Cl 1 TYP. Cl T/BLK'G ® PARAPET ELEV. + 20'- 3 1 /2" - - --- -- --- -40 T ALUMINUM BATTEN ELEV. + 19'-9" " " lgr/ELEV. s JkT/WINDOW ELEV. + 8'-0" T/SILL ELEV. + 3'-0" B/ALUMINUM BATTEN ELEV. + 0'-6" T SLAB IV ELEV. + 0'-0" 2/A2.1 1 /A2.1 PB AL TE SC Cl T/BLK'G ® PARAPET ELEV. + 18'- 9 1 /2" T ALUMINUM BATTEN ELEV. + 18'-3" T SLAB IV ELEV. + 0'-0" 2 WEST DRIVE THRU PARTIAL ELEVATION 3 NORTH REAR ELEVATION A2.1 1 /4„ - 1 , _ C KEY NOTES: ALUMINUM BATTEN SYSTEM MFR: B+N INDUSTRIES SIZE. 2"X2" PROFILE COLOR: WOOD GRAIN, BACKRAIL UNFINISHED, ENDCAP PAINTED TO MATCH SUBSTRATE: 1 /2" EXTERIOR HIGH DENSITY OVERLAY (HDO) PLYWOOD, BB, GROUP 1. HDO BOTH FACES. APAP TRADEMARKED. COURSE GRIT SAND SURFACES PRIOR TO PRIMING. PRIME AN DPAINT BOTH SIDES AND ALL EDGES. SUBSTRATE COLOR: "IRON ORE" 7069 BY SHERWIN WILLIAMS aALPOLIC METAL PANEL (COLOR: RAL 7022) C1 ALUMINUM CANOPY SYSTEM W/FASCIA COLOR: WHITE - ALUMINUM CANOPY SYSTEM COLOR: RAL 7022 C3 ALUMINUM CANOPY TIEBACK COLOR: RAL 7022 GC TO PROVIDE CONTINUOUS BLOCKING ON WALL BEHIND TIEBACKS, WHEN TIEBACKS ARE INSTALLED ON METAL PANELING. SEE DETAIL 3/A5.0 ICONTROL JOINT - STUCCO D HOLLOW METAL DOOR PAINT. *FAIRVIEW TAUPE" HC-85 BY BENJAMIN MOORE DE DECAL BY GRAPHICS SUPPLIER SURFACE APPLIED, FIELD INSTALLED, PRE CUT, PRE SPACED. SUPPLIERS: VOMELA (865) 330-7337, ann.bowen®vomelo.com GFX INTERNATIONAL (847) 543-4600, mcdonaldsdecor®gfxi.com FB CO2- CO2 = BULK CO2 FILL BOX (EQPM SCHEDULE ITEM 49.00) BO -BULK OIL FILL BOX (EQPM SCHEDULE ITEM 700.18) GR GUARD RAIL -SEE SITE PLAN FOR EXACT LOCATION AND LENGTH PAINT: "IRON ORE" 7069 BY SHERWIN WILLIAMS L1 RECESSED DOWN LIGHT FIXTURE - SEE ELECTRICAL COLOR: GOLD aRADIAL SCONCE LIGHT FIXTURE - SEE ELECTRICAL Cl-COLOR: Cl- WHITE C2- PLATINUM SILVER KB CONTRACTOR SHALL SUPPLY A KNOX BOX. PLEASE COORDINATE SIZE AND FINAL LOCATION WITH FIRE MARSHAL LE ACCENT LIGHTING - SEE ELECTRICAL L1-LED LIGHT: L1 = SUM LED (DOWN ONLY) L2 = INTEGRAL CANOPY FIXTURE L3 - UP ONLY FLOOD FIXTURE MF METAL FASCIA 1 - TYPE: Cl L 1 = PRE-FAB ANCHOR-TITE FASCIA COLOR: C1= WEATHERED ZINC C2= RAL 7022 PB PIPE BOLLARD - PAINTED YELLOW E(RMHC) COIN COLLECTOR MODEL: #WPT STD CALL 1-888-743-7435 TO ORDER FROOF DRAIN OVERFLOW PIPE PAINT TO MATCH SURROUNDING MATERIAL ElMcDONALD'S SIGNAGE BY OTHERS - UNDER SEPARATE PERMIT. SC STUCCO FINISH Cl -COLOR: Cl ="FAIRVIEW TAUPE" HC-85 BY BENJAMIN MOORE C2 ="IRON ORE" SW7069 BY SHERWIN WILLIAMS TE TRU EXTERIOR 1 "X6" TRIM, PAINTED ON SITE COLOR: "IRON ORE" SW 7069 BY SHERWIN WILLIAMS FT312x8 ALUM. FASCIA BAND T3 COLOR: CITYSCAPE T/BLK'G ® PARAPET ELEV. + 18'- 9 1 /2" T ALUMINUM BATTEN ELEV. + 18'-3- C.L./TIEBACK %1 ELEV. + 14'-5" B/CANOP ELEV. + 10 -11 T WINDOW gL ELEV. + 8'-0" T SILL ELEV. + 3'-0" T SLAB ELEV. + 0'-0" T/BLK'G ® PARAPET ELEV. + 18'- 9 1 /2" T ALUMINUM BATTEN B/STUCCO ELEV. + 1 1 ' -7 1 /2" B CANOPY ELEV. + 10 -1 1 T/WINDOW ELEV. + 8'-0" T/DOOR ELEV. + 7'-4" T/SILL ELEV. + 6'-0" B ALUMINUM BATTEN ELEV. + 0'-6" T/SLAB ELEV. + 0'-0" UN METAL UNDERSCORE COLOR: GOLD W1 EXTERIOR WINDOW ASSEMBLY - TEMPERED GLASS COLOR: EXTRA DARK BRONZE W2 DRIVE-THRU WINDOW BY READY ACCESS MODEL: 600 SERIES, 36" SERVICE HEIGHT WITH TRANSOM, MANUAL XX OPEN; ELECTRONIC RELEASE 1 COLOR: DEEP BRONZE L SLIDE DIRECTION: RL = RIGHT TO LEFT LR = LEFT TO RIGHT Li ~¢ 0 R ;Date:'008.11 �. 13: etc`•••, ' c., c'SrFRED THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.1 1.2023 DATE w OC F- v tY in o 0 ti 0 UL - ~ a rn ttn �.z %D a rn m `.- v ch .�� uj Q Z w ui Lui th O cx a a r- W + ° 0 V O _ ° �a ° ° o a� roc �. U aa o nu N 0 Vl Q 7 :3 J a o w -00 V O CC J G _ o O �'� ny+ U C N L L U 17 Q w 0 •_ O C c 0 N a L v/ p 7 °- O w. �, U� O CMn Ma- u) o c0i"0y` ® U O C 41 V CO o 0'0 O c t .O 0 O C r U O Wt/� cc::nrn a O ,n 'gin E c ° C U C O y 0 Ul O V OU C O L V 0 J~ •C v0 O O N cu o w uO N p GCi N 0 0 (A 0 O V QI C 0 n t°n E U a 0 0 O d U U N O N O O c n« O c ; �� c2•-�u w ° p'�=pno02 N < p v U ow = E•- ` o � Q7 c +'c. ai � o_ �p zo I 8 N Np n LJ.. tN/f N wN C cV CO = 95 a w O N 04 m m I C� Z 0 _J ::D m Z w pp J 0f L<' o om g Z 6 � �+ of m r o o N� -' 0 w1p�� C:)M00 w N I cV ►'7 in m NSN#: 40871 0 z cn ELEVATIONS z MONITOR BRACKET CLIPS TO ACCESSORY SYSTEM ACCESSORY SYSTEM w/LEVELING CONTROL INSTALLATION MOUNTING SUPPORTS k SECURE TO STUDS OR 3/4" PLYWOOD BACKING k FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTION! 7 \ DIGITAL BOARD BRACKET DETAIL � 1 SERVICE AREA PLAN KEY NOTES CG CORNER GUARD: 3/4" ANGLE BY DECOR, INSTALLED BY GC P X—CORIAN: A = 1 /2" CORIAN CAMEO WHITE B = 1 /2" CORIAN DEEP TITANIUM CEILING 1" VENT HOLE 3" O.C. 6" NAILER ON 3/4" PLYWOOD A RP CG PEERLESS SMARTMOUNT DIGITAL MENU PORTRAIT WALL MOUNT, BOARD, TYP. TYP., INSTALL PER MFR'S iv REQUIREMENTS. LOCATE �_ CENTERED WITHIN NICHE VERIFY MATERIALS I AND FINISHES WITH RECESSED 4X12 DECOR DRAWINGS LOUVER. GC TO PROVIDE (1) LOUVER PER DMB. CENTER z N AROUND STUD SPACING. 0 w CG z cn M ON 3/4" ® PLYWOOD a A 6" NAILER DF 0 3-5/8" METAL FRAMING w/ AIRSPACE BETWEEN 81 SECTION A DIGITAL MERCHANDISER 4 � NOT USED mw� ❑WALL TILE: CROSSVILLE COLOR BY NUMBERS CT COLOR: AFTERNOON SPRAY SIZE: 4%12" PATTERN: RUNNING BOND B GROUT: MAPEI 02 PEWTER — JOINT TO BE Xe" MAX. USE THIS TILE WHEN HIGH LRV IS REQUIRED COORDINATE WITH THE McDONALD'S ACM. DF DECOR FINISH TO BE ORDERED/INSTALLED BY GC AND MANUFACTURED BY DECOR; REFER TO PORTFOLIO. DM DIGITAL MERCHANDISER KNEE WALL E QUARRY TILE DINING ROOM TILE 9 SECTION ® DIGITAL PICKUP ll 3.1 1" = 1 -0 51 SERVICE AREA ELEVATION —CREW SIDE F F C2 SERVICE AREA ELEVATION — CUSTOMER SIDE A3.1 3 8 = 1 -0 DP 36" UNASSISTED DELIVERY UP COUNTER FFIBERGLASS REINFORCED PLASTIC — PANOLAM, GRAY SMOOTH, RP CLASS C, .075. FOR ORDERING, CONTACT KIMBERLY LAWSON Kimberly_Lowson®ponolam.com 1-866-925-4377 INTERIOR WAYFINDING SIGNAGE IWS A = McDELIVERY WALL DECAL X B = MOBILE ORDER INTERIOR BLADE SIGN C = ADA ASSISTANCE SIGNAGE D = McDELIVERY + MOBILE ORDER SOFFIT DECAL E = McDELIVERY INTERIOR BLADE SIGN MEDIA PLAYER INSTALLED BEHIND SCREEN, REFER TO MFR. INSTRUCTIONS ARM LAMINATE: X — COLOR: A = IDMB / DIG. MERCH., SMOOTH BLACK PLASTIC LAMINATE BY GC B = TRASH/ COND., WHITE PLASTIC LAMINATE BY GC C = TRASH/ COND., LAMITECH GRAPHITE K MATTE FINISH D = SEE DECOR DRAWINGS. MFR BY DECOR. PURCHASE AND INSTALL BY GC E = McDELVIERY UNDERSCORE, LAMITECH GOLDEN F = BASE BOARD, FORMICA COMPACT LAMINATE MATTE BLACK BY GC DIGITAL MENU BOARD N 6" METAL NAILERS, TYP. PEERLESS SMARTMOUNT PORTRAIT WALL MOUNT, CENTERED WITHIN NICHE. INSTALL PER MFR'S REQUIREMENTS wig 3-5/8" METAL STUDS m VNI ®ON 3/4" PLYWOOD BEHIND BRACKET PLAN DETAIL ® DIGITAL MERCH. m I w d 0l ;Date:-7d� a8.11 :130MI64'00';'�. F'•., • G �REu AaG� THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF ]HE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VFRIFIFD ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.1 1.2023 DATE H V � o n Q N C LL F_ Q Ix o� V W m w_� Go m „kD z w LN w tin O a a a V p N i J (n Q O 0 v o N �'C. N S!1 N � :- O D'` '� a a p U� U� �> O O o p ° • o o c c cv� vm� ;U o o� N ` UO ° C O C _N In U N a O O O</f U C p C V C O U O p O + X + N C N N C CJ ♦� V U J C w ° O N cu w i O Q C N V- ` U Ulp N p (In 0 0 N p C �.N .L :U COw U Q p O U O N N E c O am-`E U p 7tl17p p O oU m � c• o �o.v tL p p' °� o p o LJ 4)CNi ago ain > L O ._ L O N L- d I a30c+�(n a W N J e Q y) N N N I M W a N CD z Y N m m M I � Z F p J � 3 SERVICE AREA ELEVATION m 3 Z W 3.1 38-1-0 o zAQ GP METAL PANEL AND SUPPORTS BY CP OP 30" SAO ORDER POD BY CP. MP 42" UNASSISTED MOBILE PICK UP Fm-p COUNTER BY CP PU 36" PICKUP COUNTER BY CP. o' Lo o � o� mu �0 GENERAL NOTES S to • ALL WALL LAMINATE PANELING MANUFACTURED BY DECOR PURCHASE o I AND INSTALL BY GC, UNO. a 0 • ALL ELEMENTS 'BY CP' TO BE ORDERED BY CENTRAL PURCHASING 04 w =) 04 04 AND INSTALLED BY GC, UNO. 04 rn W n n om • A&E TO VERIFY LOCATION AND QUANTITY OF LIGHTS AND DIFFUSERS in (n o NSN#: 40871 AFTER SERVICE AREA WALL ADDITION. 0 z 1 • F SERVICE PODS DETAILS 3'-6" 0 t El _ 613 r 4A- � II I I I II I I I 001 I - 6'-8 1 2" 4a 1C X1 2 ICI C - II r= I I 113 j ' I I co III -if! lA l ill A \t� l� 4 0 3'-6" -' 0 a d' 1 ENLARGED RESTROOM PLAT 4.0 1 2 = 1 —0 0 STALL DOOR VALVE LOCK BY HARDER MOUNTED CLOTHES LOCK (OPTIONAL — HOOK VERIFY WITH ACM) (OPT.) AUTOMATIC FLUSH —� CONTROL e URINAL 4'-9" �► 4A -1 WOMEN'S 8 { ' 102 o `� I I o ; 3'-7" ' 3'-2,V12" 4.-4" ` ir) 130x�8 — iL0x4 48 � . ` 54------s,- --_j ----- - 24--------------- L , _ -------•il.. - 8 I I I I I I I n I I i i I 68 2 3��` I I p - -- ; ACCESSIBLE SIGNAGE, cv , 0, Oo 6B TYP. SEE GEN NOTE -6ONA1.0&5/A4.0 o ; FOR MOUNTING I I o O _ 3 --------- ------ N 24 - lu <} 36x478 ` — 30x4- r -- MEN'S I I —103 8----------- 4B_J 0 Y C) Q � W o = O :F I� FINISHED FLOOR 0 8 8 s SANITARY ELECTRIC ELECTRIC TOWEL NAPKIN HAND HAND DISPENSER RECEPTACLE DRYER DRYER & WASTE (OPT.) (OPT.) RECEPTACLE (OPT.) 2'-6" 4'-9" FINISHED WALL 42" (36" MIN.) 24" MIN. I, 12 MIN. = 6 00 �Z cV r 1,16-18" ~' WALL-MTD 6B SOAP DISP LL Q (n I r Q o M z x ¢ Q V � X o Z z o �a I w �M r) w cV N FINISHED FLOOR o 0 ADA—COMPLIANT UNDERSINK PIPING PROTECTION — SEE PLUMBING DRAWINGS RESTROOM FIXTURE AND ACCESSORY ELEVATIONS 1/2 o = 1 —0 -- AUTOMATIC FLUSH CONTROL VALVE LOCK BY HARDER LOCK (OPTIONAL - VERIFY WITH ACM) S o lV m 0 s = -J = to O N co a_ 0 r 0 FINISHED WALL RESTROOM ACCESSORY SCHEDULE DESCRIPTION MFR. MODEL BACKUP SUPPORT MARK (SEE NOTE 2) NO. (SEE NOTE 3) S GRAB BAR 42" BOBRICK B-6806X42 (1) 2x6, CENTER MOUNTED 1 B GRAB BAR 36" B-6806X36 1C GRAB BAR 24" B-6806X24 OTOILET TISSUE DISPENSER, SINGLE JUMBO BRADLEY 5424 ROLL NAPKIN RECEPTACLE, RECESSED BOBRICK FRAME WALL OPENING PER OSANITARY (OPTIONAL) B-353 MFR'S RECOMMENDATIONS HAND DRYER, ENERGY EFFICIENT, ADA, WORLD DRYER 4A STAINLESS STEEL BRUSHED Q-973A2 HAND DRYER, ENERGY EFFICIENT, ADA, DYSON FRAME WALL OPENING PER 24A o N SPRAYED NICKEL AIRBLADE V MFR'S RECOMMENDATIONS TOWEL DISPENSER AND WASTE BOBRICK 48 RECEPTACLE, INDIVIDUAL RECESSED (OPTIONAL) (OPTIONAL) B-3974 OPTION U5 MIRROR, CHANNEL FRAME BOBRICK B-165 2436 SOAP DISPENSER, COUNTER MOUNTED 6" BOBRICK 6A SPOUT (OPTIONAL) B-82216 6B SOAP DISPENSER, WALL MOUNTED BOBRICK B-2112 CHANGING TABLE, HORIZONTAL, KOALA KARE OBABY RECESSED, STAINLESS STEEL K8310-SSRE INSTALL PER MANUFACTURER'S 7A BABY CHANGING TABLE, HORIZONTAL, KOALA KARE RECOMMENDATIONS .. SURFACE MOUNT, STAINLESS STEEL KB310-SSWM 0 COAT HOOK BRADLEY 917 9� 18" DEEP URINAL/SINK PARTITION SEE 2018 PROJECT MANUEL SDIAPER CONTAINER (OPTIONAL) BY OWNER NOTES: 1) SEE 2/A4.0 FOR ACCESSORY MOUNTING HEIGHTS 2) SELECT ONE ITEM FROM GROUP 6, VERIFY WITH AREA CONSTRUCTION MANAGER. 3) CUT BACK-UP SUPPORTS BETWEEN STUDS SO FACE OF SUPPORT IS FLUSH w/WALL STUD 4) SUPPLY CONTACT: HUGHES SUPPLY (866) 310-3576 MCDCOORD®HAJOCA.COM SHEET NOTES 1. ALL DIMENSIONS SHOWN ARE TAKEN TO FINISH SURFACE. 2. SEE SHEET A1.0 FOR PARTITION TYPES 3. SEE SHEETS A6.0 & A6.1 FOR DOOR AND FINISH SCHEDULES. 4. SEE 2/A4.0 FOR FIXTURE MOUNTING HEIGHTS XO = RESTROOM ACCESSORY 54" MIN. 42" MIN. 12" MAX 40" 1C 3 O U 0 24" MIN. 0 CHANGING TABLE FINISHED WALL------y _ L ( Z �a N FINISHED WALL CORIAN VANITY TOP WITH TURNED -DOWN EDGES AS SHOWN FLOOR MTD. "PRO SET" — LAVATORY SUPPORT BY JAY R. SMITH MFG. CO. OR EQUAL. WITH CONCEALED ARMS AND ESCUTCHEON PLATE: MODEL 0700 FOR SINGLE SIDED, MODEL 0700D FOR DOUBLE SIDED CONT. SEALANT OUTLINE OF ADA KNEE _z CLEARANCE (V z rn 24" 17" MIN. 3 SECTION 0 LAVATORY 4.0 1 =1 —0 11 VARIES ROOM NAME r»: a•:+ L 6" L V V WOMEN MEN _ rn SIGN PARTITION AS INDICATED ON FLOOR PLAN 1" ADX PLYWOOD SUBSTRATE — VERIFY WITH COUNTER TOP MFR. UNDER MOUNT SINK (SEE PLUMBING DRAWINGS) LZ -ADA-COMPLIANT v' UNDERSINK PIPING M PROTECTION OVER PIPES (SEE PLUMBING DRAWINGS) Q < Q Q MOUNTING z m a F - ELEVATION 0 0 0 't oo c GRAPHICS SHOWN ARE FOR REFERENCE ONLY. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY: FRANKE/S2K 1-800-423-5247 www.frankesupply.com email: fs—frankesupply.us®franke.com SIGNAGE NOTES: 1. EACH EXIT DOOR SHALL HAVE A TACTILE SIGN, INCLUDING RAISED LETTERS AND BRAILLE, STATING 'EXIT' AND SHALL COMPLY WITH CHAPTER 7. ALL SIGNAGE SHALL CONFORM WITH ACCESSIBILITY GUIDELINES AND LOCAL GUIDELINES INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. 2. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH CHAPTER 7. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. , -ACCESSIBLE SIGNAGE N.T.S. M z 0 a- U v) w 0 w Q 0 O-ftO R s4,��0 pate' M 3M& 11 ' :13:0. M-'d t' 00',1 THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.1 1.2023 DATE w CC H v in O ti Q N 0 u�. uj Q c 4nka� cx a, W Li W J N J Q z W W w i t311 0 ir a � a 7u o °) a v C N Q -O O O O V) N L O C + U a) u N 0 Q�� a a � a o O v aiya�c 0 0 a� 2 N 0 a� N" CL U _ O V _, N c 0 _0 E "" o N O O._ O /i1 • u N L/� c a O � cD3cc�s � _c �U N O c N Y y Q O �. O 'ul E C o c ono p oc0)r N N U c N� N c U c 0 � 0 IM o J c�'oo� o U C -'U+ U t_ U� O N 0 02 sUCOOV Q O- O 'I)O E a V)� _', U oo�N L02 o � o o a oLi 0) L OfN 0 00 y U U OU o o > y 0 o r L� CL C - ai m d V) NN 3m i (MVO 00 0 N n o N N m I C.� 0 m W 0 Z to Qom' o� C) Z cx z N Q 1 V 0 o O � N.— O w U o r 0 00Q 4a! N U) a NSN#: 40871 0 W A4oO 3' RESTROOM PLAN EXT. WALL ASSEMBLY 1 D PAINTED H.M. DOOR & FRAME m (SEE BUILDING ELEVS., WALL (SEE DOOR SCHEDULE) SECTS. & ASSEMBLY NOTES) ALUM. THRESHOLD BELOW 10 1 /2" NOTE: MASONRY CHANGE BEHIND PAINTED H.M. DOOR & FRAME BATTEN SYSTEM. SHIM AND BACKER ROD w/ CONT. SEALANT EA. SIDE (SEE DOOR SCHEDULE) - COOLER WALLS (SEE BACK BOARD SIDE TRIM. COLOR TO MATCH EXTERIOR WALL ASSEMBLY 1 C ALUM. THRESHOLD BELOW • EXTERIOR WALL ASSEMBLY 1 C SPECS FOR MANUFACTURER SHIM AND BACKER ROD w/ +/- (SEE ASSEMBLY NOTES) (SEE ASSEMBLY NOTES) CLEARANCES) 2" EXPANSION JOINT AT CONT. SEALANT EA. SIDE MTL. CLOSURE MATERIAL CHANGE - EXTERIOR WALL ASSEMBLY 1 C o SU E PIECE %'' ,, (SEE ASSEMBLY NOTES} xF BY K.E.S. EXT. WALL ASSEMBLY 1 C iv a _ \ _. • - (SEE ASSEMBLY NOTES) SEE ;� co SCHEDULE OR WALLNS AND cn PARTITION TYPE AS SHOWN w N z ON FLOOR PLAN, a METAL AT BRICK o ` u X ; ;;' k "• ,' CORNER m SILL BELOW w/ RADIUS BRAKE CORNERS FILL GAP BETWEEN COOLER �/� \ ``. BRAKE METAL AT BRICK �M, � K AND WALL WITH RIGID INSUL. ., CORNER » SHIM AND CONT. SEALANT 94� 1'-0" WIDE AROUND ALL 1 /4 10 1 /2 3/4 EACH SIDE op EDGES & DOOR OPENINGS SEE SECTIONS AND ROOM FINISH SEE SECTIONS AND � II MTL. CLOSURE PIECE 0 3 ROOM FINISH SCHEDULE -- EXTERIOR WINDOW ASSEMBLY SCHEDULE FOR WALL FINISH (SEE ASSEMBLY NOTES) SEE SECTIONS AND ROOM SIDES OF OPNG. BY K.E.S. FOR WALL FINISH FINISH SCHEDULE FOR WALL FASTEN TO F/C & WALL Q FINISH F/C PANEL ALUM. CAP OVER SILL BELOW 14 1 CLOSURE DETAIL ® COOLER 2 BATTEN TO BRICK TRANSITION 3 DOOR JAMB ® F C DOOR 4 EXT.DOOR JAMB DETAIL 5 CREW WINDOW JAMB DETAIL A4.1 1 1/2 '=1 —0 A4.1 1 1/2 "=1'-0 A4.1 1 1 /2' =1 —0 A4.1 1 1 2 =1 —0' A4.1 1 1 2"-1,-0�, �1 of Fto+, R SM'� EXTERIOR WALL ASSEMBLY 1 A ; Date:_z068.11 (SEE ASSEMBLY NOTES) 130M—V4-00' A. �'Fc., 4o SEE ROOM FINISH SCHEDULE FOR AND FLOOR PLAN FOR i NOD. ALUM. WINDOW FRAME 'STFREQARG�� WALL FINISH AND EXTENTS STUCCO CONTROL JOINT BREAK METAL FILLER PIECE TO AT C.M.U. CONTROL JOINT OD MATCH FRAMING CORIAN SILL BELOW z n W/ RADIUS CORNERS00 o \ CONT. SEALANT ON EACH w SIDE cn _ SHIM & SEALANT a DRIVE-THRU WINDOW UNIT (SEE EXTERIOR ELEVATIONS) 0 i EXTERIOR WALL ASSEMBLY 1 C , ALUM. CAP OVER SILL BELOW (SEE ASSEMBLY NOTES) THIS DOCUMENT HAS iv _ __ _ _ CONT. SEALANT &BACKER ROD BEEN DIGITALLY SIGNED AND SEALED. PRINTEDCOPIES OF THE --- --- GROUT CELL SOLID & PROVIDE VERTICAL REBAR (SEE STRUCTURAL DRAWINGS) PRE -MOLDED CONTROL JOINT A 0 'n 'n ' _ ��`� --- - EXTERIOR WINDOW ASSEMBLY (SEE ASSEMBLY NOTES ON SHEET A5.0) TUBE STEEL COLUMN SEE STRUCTURAL DRAWINGS WOOD BLOCKING AT MULLION DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08 1 1 2023 ------- --- - ALUM. CAP OVER SILL BELOW TERMINATE HORIZONTAL MASONRY EDGE OF GYP. BOARD FINISH DATE BACKER ROD W/ CONT. SEALANT REINF. ® CONTROL JOINT BELOW w EXTERIOR WALL ASSEMBLY 1 C SEE SECTIONS AND ROOM FINISH CORIAN SILL SCHEDULE FOR WALL FINISH (SEE ASSEMBLY NOTES) in 6 ORDER WINDOW JAMB DETAIL 7 EXPANSION CONTROL JOINT DTL. 8 DETAIL ® COLUMN 9 NOT USED 10 NOT USED w S N A4.1 1 1 2 II=1I—OppA4.1 1 1 2 =1 —0 A4.1 1 1 2 =1 —0 - A4.1 - A4.1 - ? i34 • x m T v W in J —EXTERIOR WALL ASSEMBLY 1C Lia � � (SEE ASSEMBLY NOTES) w u�i O •• SIDE TRIM. COLOR TO MATCH 11 a awe 4 SUBSTRATE " 23 5 5/8" 4 1/2" 7/8 1 J J I 1 /41p WOOD BLOCKING AT MULLION V) t � 4 ° ° ° ° ANOD. ALUM. WINDOW FRAME N V o a a a� o 0 � I FILLER PIECE TO o�� Sao BRAKE METAL L 6 N c I p p � , I MATCH FRAMING o ° _a a N � + ALUM. CAP OVER SILL BELOW ., o �' ° C O n N .� O r a - SEE STRUCTURAL DRAWINGS ° ° " ° ° ° w MASONRY REINFORCING EXTERIOR WINDOW ASSEMBLY -------------- (SEE ASSEMBLY NOTES ON m E SHEET A5.0) c „ • EXT. WALL ASSEMBLY 1 D o U ° ° O U H U �- U 7 J a O N • . � `` (SEE BUILDING ELEVS., WALL I , TUBE STEEL COLUMN � ° J =_ ,� ° L SECTS. & ASSEMBLY NOTES) SEE STRUCTURAL DRAWINGS a o ° o CORIAN SILL ° �. ° o 0- M � `= � vU- U � _ .... __ EDGE OF GYP. BOARD FINISH 0 � o ° ° _ BELOW 0o Q T E U = C 7 Uf 0 7 O O O U �U E O 0 OL -°p CORNER DETAIL ® ENTRY DETAIL ®COLUMN NOT USED 14 NOT USED 15 NOT USED O 0 0 0-0 ` o 11 12 13 0 ��-,�U li. `p 0 �� O � � p 0 A4.1 1 1 2 =1 —0 A4.1 1 1 2 =1 —0 A4.1 - A4.1 - - A4.1 N N p tll y .0 U a _ m .L `O ._ O U L U � H- a3 o � c.L m_r a METAL FASCIA PER PLAN ( ) o o BATTENS TO EQUAL SPACE OVER SPAN FASCIA a 10 ------- 1 /2" EXT. GRADE HDO — 0.125" ALUM. ATTACHMENT CHANNEL (TYP.) cn TOP TRIM TO MATCH 3 m 8 Ln N ao VERTICAL APPLICATION t (COLOR PER ELEVATIONS) ALUMINUM BATTEN SUBSTRATE N o CLIP WITH COUNTER CONCEAL VERTICAL BACK o N BOARD SEAM BEHIND = 1/2» EXT. GRADE HDO (COLOR PER SCREW INTO PANEL o N BATTEN w ELEVATIONS) CARRY SUSBTRATE AND TOP TRIM N a 2" " +/- ABOVE TOP OF WOOD BATTENS m ALUMINUM BATTENS olCD I RUNNING VERTICALLY. BEYOND FASCIA i I SECURE THROUGH C� I SUBSTRATE w z I I A A t � ! I ; -- ---2 x2 ALUMINUM BATTEN I I II I SEAM TRIM: IT i_ z w .125" ALUM. END ATTACHMENT CHANNEL: `' Q :2 m li ------EXT. GRADE HDO S .125" ALUM. BEYOND. CONCEAL z o 00 z^n ILn X STD . AT TACHMENT CHANNEL: PANEL SEAM BEHIND En n : I— .125" ALUM. BATTEN z o OFFSET JOINT OF ALUM. N re o w U c � n n n W N — N A, .h, UU -- N ATTACHMENT CHANNELS 00 i 2 2 2 C� 1.5 ALUM. ANGLE SIDE TRIM. COLOR TO MATCH SUBSTRATE N � o WITH SEAM OF SUBSTRATE. cn a ELEVATION DETAIL AT HDO PANELS SECTION A: PLAN DETAIL AT BATTENS ELEVATION DETAIL AT BATTEN JOINTS NSN#: 40871 SCALE: 1 /4"=1 '-0" SCALE: 3"=1 '-0" SCALE: 1-1 /2"=1'-0" d z 16 ALUMINUM BATTEN DETAIL ALL SUBSTRATE, HAT CHANNELS PRIME AND PAINT ALL SIDES c A4e 1 A4.1 AND TRIM BY GC. AND EDGES PRIOR TO INSTALLING PLAN DETAILS SLOPE TOP PLATE FOR POSITIVE DRAINAGE TOWARDS ROOF HOT AIR WELD MEMBRANE FLA ROOF MEMBRAI PROVIDE EDGE AND SEAM CAL 1 DETAIL- FASCIA ® PARAPET ).0 1 1/2" = 1'-0" ROOFING ASSEMBLY (SEE SHEET A1.3) ROOF JOISTS - (SEE STRUCTURAL DRAWINGS) 1 /2" GYP. BOARD To -- UNDERSIDE OF JOIST BEARING CEILING AS SCHEDULED TILE OVER 1 /2" - CEMENT BOARD. SEE DECOR DRAWING FOR MORE INFORMATION AND EXTENT FLOOR FINISH AS SCHEDULED n 1 A5.0 ,--- - - - - 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 'lI 3 A5.1 SIM. 1 I WALL SECTION - RESTROOM 3/4" = 1'-0" CONT. SEALING STRIP ADHERED TO WOOD BLOCKING CONT. NON -CURING SEALANT CONT. 2x WOOD BLK'G. SLOPED TOWARDS ROOF PRE-FAB ANCHOR-TITE FASCIA WITH 24 GA PRE -FINISHED COVER BY METAL -ERA (SEE ELEVATIONS FOR COLOR) EXTEND ROOFING MEMBRANE UP BACKSIDE PARAPET TO UNDERSIDE OF FASCIA, (SEE A1.3 FOR ROOFING NOTES) EXTERIOR WALL ASSEMBLY 1 C (SEE ASSEMBLY NOTES) ROOFING ASSEMBLY (SEE NOTES ON SHEET A1.3) T tPARAPET BLOCKI ELEV. + 18'-9 1, McDONALD'S FASCIA SIGN BY OTHERS & UNDER SEPARATE PERMIT (COORDINATE STRUCTURAL AND ELECTRICAL REQUIREMENTS) PENETRATION AT CORRUGATED METAL PER MANUFACTURER'S RECOMMENDATION ELEV. +13'-4 EXTERIOR WALL ASSEMBLY 1 C - CMU (SEE ASSEMBLY NOTES) LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS) EXTERIOR WALL ASSEMBLY 1 C - BRICK (SEE ASSEMBLY NOTES) TYPICAL FOUNDATION AND CONCRETE SLAB (SEE STRUCTURE DRAWINGS) SIDEWALK (SEE CIVIL DRAWINGS) TOP OF SLAB ELEV. t0'-0" SLOPE TOP PLATE FOR POSITIVE DRAINAGE TOWARDS R CONT. SEALING STRIP ADHERED TO WOOD BLOCKING CONT. NON -CURING SEALANT 401111111pZsPPPERRNin CONT. 2x WOOD BLK'G. SLOPED TOWARDS ROOF PRE-FAB ANCHOR-TITE FASCIA WITH 24 GA PRE -FINISHED COVER BY METAL -ERA (SEE ELEVATIONS FOR COLOR) EXTEND ROOFING MEMBRANE UP BACKSIDE PARAPET TO UNDERSIDE OF FASCIA, (SEE A1.3 FOR ROOFING NOTES) EXTERIOR WALL ASSEMBLY 1 D (SEE ASSEMBLY NOTES) 2 DETAIL- FASCIA � BATTEN PARAPET ROOFING ASSEMBLY (SEE SHEET A1.3) ROOF JOISTS (SEE STRUCTURAL DRAWINGS) CEILING AS SCHEDULED 1 /2" GYP. BOARD TO UNDERSIDE OF JOIST BEARING WALL FINISH AND FLOOR FINISH PER DECOR DRAWINGS FLOOR FINISH AS SCHEDULED G � d a T/PARAPET BLOCKING ELEV. +18'-9 1/2- EXTERIOR WALL ASSEMBLY 1 C (SEE ASSEMBLY NOTES) T JOIST BEARING 3 ELEV. +13'-4" STEEL BEAM A5.3 (SEE STRUCTURAL DRAWINGS) SIM. CANOPY & FASCIA SYSTEM w/ TIE BACKS ' I i I T WINDOW & B CANOPYjk - - - - - - - - - - - - - ELEV. + 9'-4" A5.0 6 WALL SECTION - DINING ROOM D5:.O 3/4" EXTERIOR WINDOW ASSEMBLY (SEE ASSEMBLY NOTES) SIDEWALK (SEE CIVIL DRAWINGS) TOP OF SLAB ELEV. f0'-On TYPICAL FOUNDATION AND CONCRETE SLAB (SEE STRUCTURE DRAWINGS) EXTERIOR WALL ASSEMBLIES FROM EXTERIOR TO INTERIOR a LIGHT FIXTURE MOUNTED ON WALL. CENTER ON LOWEST 1A. NOT USED ° - "---� FULL METAL PANEL. COORDINATE RECESSED J-BOX 18. NOT USED `---' r WITH BRICK & METAL INSTALLER. 1C. STUCCO SYSTEM ° - (SEE ELECTRICAL DRAWINGS) 1. DRYVIT COMMERCIAL CEMENT PLASTER (CCP) 3, CEMENTITIOUS STUCCO ° --- CONTINUOUS SEALANT - PROVIDE BACKER ROD WHERE VENEER WITH EXPANDED METAL OVER WEEP SCREED. TRELLIS IS NOT FLUSH WITH WALL SURFACE 2. OVER WALL ASSEMBLY 2. LED LIGHT FIXTURE 1 p, VERTICAL BATTEN SYSTEM (SEE ELECTRICAL DRAWINGS) 1. ALUMINUM BATTEN W/MOUNTING BACK RAIL SIZE: 2" WIDE x 2" DEEP. ° a 2" TYP 0 REFER TO EXTERIOR ELEVATIONS FOR COLOR. INSTALL PER LOCAL ° CANOPY FASCIA SYSTEM CODES AND MANUFACTURERS SPECIFICATIONS ON TERMINATION AND SEE ASSEMBLY NOTES) INSTALLATION DETAILS. ( 2. 1 /2" EXTERIOR HIGH DENSITY OVERLAY (HDO) PLYWOOD, BB, GROUP 1. __---_ -- I HDO BOTH FACES. APA TRADEMARKED. SAND WITH COURSE GRIT ALL SURFACES PRIOR TO PRIMING. PRIME AND PAINT BOTH SIDES AND ALL EDGES. BY GC, INSTALL BY GC. ALUM EDGE TRIM BY GC. COLOR TO I MATCH SUBSTRATE. ° SEE STRUCTURAL DRAWINGS FOR 3. 1" 0.125 ALUMINUM CHANNEL. BY GC, INSTALL BY GC BOLT ATTACHMENT 4. OVER WALL ASSEMBLY 1A 1 E. ALPOLIC ACM PANEL 3'-0" 1. 4MM PE CORE ALPOLIC METAL PANEL (4CASM-BJ CLIP SYSTEM). SEE i LIGHT FIXTURE MOUNTED ON INTEGRAL GUTTER SYSTEM FOR ELEVATIONS TIO S FOR COLOR. PROVIDE MFG. SHOP DRAWINGS TO ARCHITECT TRELLIS FRAMING, SEE _ _ _ ELECTRICAL DRAWINGS CANOPY INSTALLED PER 2. OVER WALL ASSEMBLY 1A MEMBRANE WALL FLASHING MFR. SHOP DRAWINGS /STAINLESS STEEL DRIP EDGE FULL WALL HEIGHT ELEMENTS: STEEL BEAM WITH w/ 1 /4" PLATE PROVIDE SLEEVES ON ALL FASTENERS 2• 8" CONCRETE BLOCK WITH INTEGRAL WATER REPELLENT (W.R. GRACE (SEE STRUCTURAL DRAWINGS) OF CANOPY CONNECTIONS TO PROVIDE DRY -BLOCK OR EQUAL), SMOOTH FACED FINISH. MORTAR SHALL CONTAIN CONSISTENT AND UNIFORM ATTACHMENT AN INTEGRAL WATER REPELLENT ADMIXTURE. COLOR TO BE STANDARD 3 DETAIL- CANOPY 0 WINDOW HEAD THROUGH BUILDING EXTERIOR WALL GRAY. PROVIDE NON -CORROSIVE METAL HORIZONTAL MASONRY REINFORCING -SEE STRUCTURAL FOR VERTICAL SPACING. PROVIDE WEEP 5.0 1 1 /2" = 1 '-0'. FINISH. VENTS 32" O.C. AT ALL FLASHING LOCATIONS. WEEP VENTS SHALL BE 3/8"x 3 1 /2"H x3 1 /2" W. BASE OF WALL THROUGH -WALL FLASHING TO BE EPDM OVER A STAINLESS STEEL DRIP EDGE TO EXTEND BEYOND EXTERNAL FACE OF WALL ASSEMBLY. EPDM FLASHING SHALL RUN 16" 2 MIN. VERTICALLY UP ON INTERIOR FACE OF BLOCK. APPLY A CLEAR PENETRATING WATER REPELLENT SURFACE TREATMENT CONTAINING SILOXANE ON EXTERIOR FACE OF ALL CMU (SEE SPECS). SEE STRUCT. T/PARAPET BLOCKING DWGS FOR LOCATION OF CMU w/ GROUTED CELLS AND BOND BEAM ELEV. +18'-9 1/2"V LOCATIONS. POUR GRANULAR INSULATION INTO ALL UNGROUTED CMU T BATTEN CAVITIES. - - ELEMENTS BELOW THE ROOF DECK ONLY: I ELEV. +18'-3" I 3. 1 1 /2" RIGID INSULATION, R-7.5 VALUE I 4. 3-5/8" 20 GAUGE METAL STUD FRAMING 0 16" O.C. - SEE STRUCTURAL DRAWINGS FOR ANCHORAGE DETAILS 5. UNFACED GLASS FIBER INSULATION (R VALUE = 13). 6. 1 /2" CEMENT BOARD SUBSTRATE FOR ALL TILE LOCATIONS. (TYP.) NON TILE LOCATIONS: 1 /2" GYPSUM BOARD TO EXTEND TO DECK ABOVE. UNLESS NOTED OTHERWISE. ALL GYP BOARD MUST SCORE 10 PER ASTM D3273, REFERENCE CURRENT PROJECT MANUAL. McDONALD'S ARCH SIGN BY 7. SEE A1.0 & ROOM FINISH SCHEDULE FOR ADDITIONAL SUBSTRATE OTHERS & UNDER SEPARATE INFORMATION. z 0 a tr v V) w 0 Date: 20�3_._08.11 �y .•13:44V4"00' :A. THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.11.2023 PERMIT (COORDINATE EXTERIOR WINDOW ASSEMBLY DATE STRUCTURAL AND ELECTRICAL (STOREFRONT & ENTRANCE SYSTEM ROOFING ASSEMBLY - REQUIREMENTS) GLAZING REQ'S: SEE TITLE SHEET (SEE SHEET A1.3) 1. EXTRA DARK BRONZE ANODIZED ALUMINUM FRAME, THERMALLY BROKEN WITH HEAD RECEIVER CHANNEL. 1�- 2. 1" TEMPERED INSULATED IMPACT GLAZING 3. PROVIDE FLASHING AT HEAD & SILL - CONTINUOUS SEALANT. 4. PROVIDE METAL CAP 0 EXTERIOR BRICK SILL o10 5. 1 /2" CORIAN SILL AT INTERIOR Q N c ROOF JOISTS ' (SEE STRUCTURAL DRAWINGS) 1 /2" GYP. BOARD TO UNDERSIDE OF JOIST BEARING EXTERIOR WALL ASSEMBLY 1 D (SEE ASSEMBLY NOTES) FREEZER/COOLER PANELS ARE CONSTRUCTED OF 4" RIGID URETHANE INSULATION (TO COMPLY WITH ALL LOCAL CODES) ENCLOSED IN MIN. 26 GA. STEEL. SEE FINISH SCHEDULE FOR FLOORING INFORMATION (SEE STRUCTURAL DRAWINGS FOR FREEZER SLAB DETAILS) (2) LAYERS R-10 RIGID 25 PSI XPS INSULATION I w/STAGGERED SEAMS I R-10 RIGID XPS INSULATION TOP OF SLAB - - - - - - f-- ELEV. t0'-0" o a T FREEZER SLAB ELEV. -0'-9 1 /4., �' �- TYPICAL FOUNDATION AND 7 WALL SECTION - FREEZER COOLER CONCRETE SLAB (SEE 6 STRUCTURE DRAWINGS) 5.0 3/4" = 1'-0" w cn o Ill - CANOPY SYSTEM W f FASCIA - z CANOPY INFORMATION SHOWN IN CONSTRUCTION DOCUMENTS IS FOR DESIGN ro �' �, v 0 INTENT ONLY APPROVED MANUFACTURERS SHALL PROVIDE A COMPLETE AND COD COMPLIANT FINAL DESIGN. REFER TO ELEVATIONS FOR COLOR OF ELEMENTS � wco w � c~o- 1. CANOPY STRUCTURE OUTRIGGERS: CONT. 2" x 8" PAINTED ALUM. TUBE. �„ L PROVIDE CLOSURE PIECE WHERE TUBE ENDS ARE EXPOSED. a ¢ 3 z 2. FASCIA: CONT. 12"H PAINTED ALUM. w/ LED DOWN -LIGHT FIXTURE OVER w i uh O CANOPY STRUCTURE. of a n a a 3, TIEBACKS: PAINTED ALUM. THREADED RODS BY MFR. LOCATIONS AS INDICATED ON ROOF PLAN. FINAL LOCATIONS AND QUANTITY SHALL BE AS INDICATED ON CANOPY INSTALLATION DRAWINGS. J v ° 4. WHERE INDICATED ON ROOF PLAN, PROVIDE PAINTED ALUM. PANEL INFILL a TO MATCH OUTRIGGERS. PANEL TO PROVIDE POSITIVE SLOPE FOR DRAINAGE. m o o 2 ° .o 5. SYSTEM SHALL ALLOW FOR MOVEMENT AT EXPANSION JOINTS AND FOR ZD a 0-aai 00� > j MOVEMENT OF EXTERIOR WALL SYSTEM ON WHICH THE CANOPY IS N U o n ° MOUNTED. a ° v � �; ° o 6. STRUCTURAL ATTACHMENTS & LOAD CALCULATIONS SHALL BE FURNISHED BY o J o 0 3 D' 'o . CANOPY SYSTEM DESIGNER OF RECORD. SUPPLIER'S DESIGNER OF 0 'n RECORD SHALL DESIGN PER PREVAILING CODES. u ^ U C N s- >n U 7. CANOPY SYSTEM SHALL BE SELECTED FROM ONE OF THE SUPPLIERS LISTED BELOW. 8. MANUFACTURER SHALL PROVIDE INSTALLER WITH INSTALLATION INSTRUCTIONS. o c4 r /� 4= --. U) 0 °c °0 3 0 c MANUFACTURER SHALL DESIGN CANOPY IN ACCORDANCE WITH THE WALL w 0 0 o o ° co SYSTEM AND BLOCKING AS INDICATED IN THE CONSTRUCTION DOCUMENTS. L L ° ° +-. VI - U N 2 ° 9• INSTALLER SHALL NOTIFY CANOPY DESIGNER OF RECORD, McDONALD' S ACM, (n 2 ° o E G.C. AND ARCHITECT OF ANY DEFICIENCIES THAT WOULD NOT ALLOW FOR BE - ° c ° _ ° v ° ° °o of-. °' THE PROPER INSTALLATION OF THE TRELLIS. CANOPY SHALL NOT INSTALLED UNTIL DEFICIENCIES HAVE BEEN CORRECTED IN ACCORDANCE _� WITH THE CONSTRUCTION DOCUMENTS AND THE CANOPY MANUFACTURER'S d? L INSTALLATION INSTRUCTIONS. c: °= U + �J CANOPY SYSTEM BY: 0 N w o w GREENHECK (715) 355-3942 ALL-LITE (817) 509-2300 ° www.greenheck.com www.alllite.com a o o ° U AWNEX (770) 704-7140 Q ° www.ownexinc.com , C �' G i WHITE FASCIA & LED LIGHTING BY: ER o EVERBRITE (888) 857-4078 PERSONA (800) 843-9888 0 ® � ° www.everbrite.com www.personasigns.com 4)0 N o w° FOUNDATION AND PERIMETER INSULATION a a. 1. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND SLAB DETAILS w � w � N in m 0 ~ N Q L a J w O N m m I Z J c3 m z W p ( m (ifW Q m N Ix zLn IF, c!)�0 Q-Z' N �_ z p 00 3 v�i ifa, N o U) 0 NSN#: 40871 0 z 5. A 0 w cn WALL SECTIONS SEE DETAIL 3/A5.1 FOR SEE DETAIL 3/A5.0 FOR ADDITIONAL NOTES ADDITIONAL NOTES SEE FINISH SCHEDULE FOR WALL AND FLOOR FINISHES EXTERIOR WALL ASSEMBLY 1E (SEE ASSEMBLY NOTES) Pep TERMINATION PER MANUFACTURER P 0 TOP OF SLAB -- ELEV. f0'-O" HOLD BACK FINISH 1/2" ABOVE SLAB (TYP.) CEMENT BOARD -- AT BASE 2 1 /4" DETAIL- APOLIC TERMINATION 1 1/2" = 1'-O" 6 WALL SECTION - CREW ROOM A5.1 3/4" = 1'-0" CANOPY INSTALLED PER MFR. SHOP DRAWINGS /2" 3/4" SEE STRUCTURAL DRAWINGS FOR BOLT ATTACHMENT CANOPY SYSTEM WITH TIEBACKS AND METAL UNDERSCORE (SEE ASSEMBLY SHIM aNn C (iNT_ NOTES) SEAU 4'-0" INFILL PANEL W/ 1 /4"/FT CORD SLOPE & INTERNAL GUTTER - LOCATIONS AS INDICATED ON ROOF PLAN 2 4" RECESSED LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS) DETAIL- DRIVE THRU CANOPY SYSTEM 1 1/2" 1 '-O" 1 A5.0 T (PARAPET BLOCKING ELEV. +18'-9 1/2" EXTERIOR WALL ASSEMBLY 1 B (SEE ASSEMBLY NOTES) B METAL PANEL ELEV. +11'-7 1/2"NV EXTERIOR WALL ASSEMBLY 1A (SEE ASSEMBLY NOTES) T WINDOW ELEV. + 8'-0" EXTERIOR WINDOW ASSEMBLY (SEE ASSEMBLY NOTES) TREATED 2x4 AROUND WINDOW OPENING (TYP.) T SILL Ak ELEV. + W-O"IP EXTERIOR WALL ASSEMBLY 1 A (SEE ASSEMBLY NOTES) TYPICAL FOUNDATION AND CONCRETE SLAB (SEE STRUCTURE DRAWINGS) SIDEWALK (SEE CIVIL DRAWINGS) TOP OF SLAB ELEV. f0'-O" 3 SECTION ®WINDOW 5. 1 1 1 /2" = 1 A5.0 I I ROOFING ASSEMBLY (SEE SHEET A1.3) litILI1VCa AJ SCHEDULED F.R.P. OVER 1/2" PLYWOOD, SEE FINISH SCHEDULE F.R.P. OVER 1/2- PLYWOOD, SEE FINISH SCHEDULE FLOOR FINISH AS SCHEDULED tl- 7 -� WALL SECTION -ORDER WINDOW 3/4" = 1'-0 EXTERIOR WALL ASSEMBLY 1 C (SEE ASSEMBLY NOTES) CONT. FLASHING w/METAL DRIP EDGE SHIM AND CONT. SEALANT METAL FLASHING CAP OVER CAVITY SET IN SEALANT (SEE DETAIL 8/A5.3) THRU-WALL MEMBRANE FLASHING TO OVERLAP STAINLESS STEEL DRIP EDGE. MEMBRANE TO EXTEND UP ONE COURSE AT INTERIOR AND SECURE w/ RETAINER STRIP (TYP. AT ALL FLASHING AND DRIP EDGE LOCATIONS) STAINLESS STEEL DRIP SEE DETAILS 3 & 4/A5.2 FOR ADDITIONAL FLASHING INFO. PROVIDE END DAM FLASHING AT WINDOW SILL AND HEAD 0 T/PARAPET BLOCKING ELEV. +18'-9 1/2- EXTERIOR WALL ASSEMBLY 18 (SEE ASSEMBLY NOTES) T/JOIST BEARIN( ELEV. +13'-4 CANOPY SYSTEM (SEE ASSEMBLY NOTES) — — — — — —�� I B/METAL PANEL _—ram I ELEV. +11'-7 1/2 I I a /re�lnp EXTERIOR WALL ASSEMBLY 1 E (SEE ASSEMBLY NOTES) T/WINDOW ELEV. + 8'-0" LINTEL (SEE STRUCTURAL DRAWINGS) BRAKE METAL AT EXPOSED BRICK BEYOND -� DRIVE-THRU WINDOW UNIT (SEE EXTERIOR ELEVATIONS) TREATED 2x AROUND WINDOW OPENING (TYP.) METAL FLASHING CAP OVER �� CAVITY SET IN SEALANT (SEE DETAIL 9/A5.3) T/SILL ELEV. + 3'-0" — (RMHC) COIN COLLECTOR (SEE EXTERIOR ELEVATIONS) -- EXTERIOR WALL ASSEMBLY 1 A (SEE ASSEMBLY NOTES) DRIVE-THRU CURB (SEE CIVIL DRAWINGS) HOLD TOP OF CURB 1" BELOW TOP OF FOUNDATION TOP OF SLAB ELEV. f0'-0" TYPICAL FOUNDATION AND CONCRETE SLAB (SEE STRUCTURE DRAWINGS) SEE DETAIL 3/A5.1 FOR ADDITIONAL NOTES EXTERIOR WALL ASSEMBLY 1 E (SEE ASSEMBLY NOTES) TERMINATE FOR DRAINAGE PER MANUFACTURER CONT. FLASHING W/METAL DRIP EDGE SHIM AND CONT. SEALANT CORIAN SILL DRIVE-THRU WINDOW UNIT SHIM AND CONT. SEALANT METAL FLASHING CAP OVER CAVITY SET IN SEALANT (SEE DETAIL 8/A5.3) oil 1 1/2" SEE DETAIL 3/A5.1 FOR ADDITIONAL NOTES EXTERIOR WALL ASSEMBLY 1 D (SEE ASSEMBLY NOTES) TERMINATION PER MANUFACTURER EXTERIOR WALL ASSEMBLY 18 TOP OF SLAB h _---------REV. f0'-0„ ------------ 2" SEE FINISH SCHEDULE FOR 'I i WALL AND FLOOR FINISHES ii n SECTION 0 DRIVE-THRU WINDOW 5 DETAIL- BATTEN TERMINATION A5.1 1 1 /2" = 1 '-0" 1 A5A 8 WALL SECTION - PRESENTER WINDOW A5.1 3/4' = 1'-0" T/PARAPET BLOCKIN( ELEV. +18'-9 1/2 )R WALL ASSEMBLY 1 B SSEMBLY NOTES) 1� 2A23. Mj (j1 a„3s43:29-0 ?k � •,.. . .G DA THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 07.28.2023 DATE w oc b F-Q� T/JOIST BEARING _h Q N O Z � a rn ELEV. +13'-4" - I' SYSTEM SSEMBLY NOTES) } m O ��►- •�/� v w co ui J tA-� ' Z w ui I B METAL PANEL o- a. o O = TELEV. +11'-7 1/2" B CANOPY T U N ELEV. +10'-11" -le U N o�oo�c0 U] V 2 ` A5.1 c ° w o tea;. oy a CL cn V O 0 .� .- L ui — frI C N ° L N •-, — .. O N Q O 0. ` U �L.,, O d C N c C o 0+ U L � OU C O QU C t N° U O `O °'O O � L � ++ d? ° C yU N a O VIw . � N 5= U C '8, B/REVEAL jk - ° c U 000 O C U L D U fn O Q ' C U T7 U` w Ul O'N C y O O U � ✓O O C O U C O O !!1 O N -ul .N O QO O O E )R WALL ASSEMBLY 1 E ° c*� au, 0 o 0.0 V o SSEMBLY NOTES) 00 C lFg V � ° - Q- C 3o�c-3"-j O` ° O O W O ° `. ® ° �, a -o cn c " O0 cn N O 0. L > ccu FL a3 ° - En a O b LL- z m N N co N_ N N �a w O T/REVEAL cV ELEV. +3'-0" m I 0 z _ FOUNDATION AND EfE SLAB (SEE URE DRAWINGS) m z W C) i 2 cn m THRU CURB (SEE CIVIL ©U? m ZI GS) HOLD TOP OF CURB z M 0 8 z DW TOP OF FOUNDATION Q �„ TOP OF SLAB_ I o o ELEV. f0 -0 r Fa 3 o l CV `— u w � N ui In in c� _ FOUNDATION AND N W ch o TER INSULATION NSN#: 40871 SSEMBLY NOTES) A5,* 1 WALL SECTIONS R-5 1" XPS INSULATIOP R-13 GLASS FIBEF INSULATIOt 9 A5.2 STOREFRONT SHIM AND SEALANT STUD WALL w/ 1 /2" P.T. PLYWOOD, BOTH SIDES ADHERED 0.40 ALUM. BREAK METAL TO MATCH STOREFRONT, BOTH SEALANT AND BACKER ROD STOREFRONT BASE DETAIL SCALE: 3" = 1'-0" NUOUS SEALANT AT WINDOW (4) SIDES - INSIDE AND OUT DAM FLASHING INUM WALL CAP WITH LIP OVER IL. MEMBRANE FLASHING BOND BEAM FLASHING DETAIL OMASONRY OPENING N.T.S. ROOFING ASSEMBLY (SEE SHEET A1.3) i I 28 ROOF JOISTS r2 8 — A5.2 (SEE STRUCTURAL DRAWINGS) i I CEILING AS SCHEDULED i/ 1 /2 " GYP. BOARD TO UNDERSIDE OF JOIST BEARING 2A I I I 1 I I FLOOR FINISH AS SCHEDULED I � I � I e e , 4 n d 4 T (PARAPET BLOCKING ELEV. +18'-9 1 /2" McDONALD'S ARCH SIGN BY OTHERS & UNDER SEPARATE PERMIT (COORDINATE STRUCTURAL AND ELECTRICAL REQUIREMENTS) EXTERIOR WALL ASSEMBLY 1 C (SEE ASSEMBLY NOTES) T JOIST BEARING ELEV. +13'-4" 3 A5.3 I� 1 STEEL BEAM (SEE STRUCTURAL DRAWINGS) CANOPY & FASCIA SYSTEM W/ TIE BACKS — — — — — --------\ B E.I.F.S. ELEV. +10'-4" -O�- I I I T WINDOW & B CANOPY ELEV. + W-4-MV ``— — — — — — — — — — — — — — — A5.3 WALL SECTION - VESTIBULE/ENTRY ALUM. ENTRANCE AND STOREFRONT (SEE ELEVATIONS & EXTERIOR WINDOW SYSTEM NOTES) T SILL ELEV. +2'-0" NOTE: G.C. TO VERIFY ALL M.O. WITH UNIT MFR. PRIOR TO CONSTRUCTING OPENINGS IN WALL AM. VERIFY OPENING REQ'D AT BRICK VENEER W/ MFR. OF UNIT. PROVIDE 3" x 3" x 1/4" STEEL LINTEL ANGLE W/ 6" BRG. EACH END 0 VENEER OPENING m I N 4'-0"M.O. I N i 13 " MIN. 14 J" MAX. T D.T. OPENING Alk ELEV. + 8'-0" D.T. WINDOW SHOWN FOR REFERENCE ONLY CENTERLINE OF COLLECTOR TO ALIGN W/ CL OF D.T. WINDOW ABOVE T/D.T. SILL ELEV. + 3'-0" -$� ROUGH OPENING AT CMU & BRICK i T/FLOOR i ELEV. 0'-0" RMHC COIN COLLECTOR ® MASONRY WALL 1/2" _ V -o" INTERIOR ELEVATON SUSPENDED ACOUSTICAL ING (FINISH HEIGHT AS EDULED) DIZED ALUM. WINDOW CIE W/1/4" TEMPERED 3S. PROVIDE HEAD EIVER (TYP.) CORIAN SILL CONT. SEALANT BOTH 8" INTERIOR PARTITION 2/A1.0 FOR ADDITION< INFORMATION. WALL FINISH, SEE DEC DRAWINGS HEAD & SILL ® INTERIOR VESTIBULE WALL 3 WINDOW SILL FLASHING EXTERIOR SIDEWALK (SEE CIVIL SILL DRAWINGS) NOTE: SEAL GLASS POCKET OF WINDOW JAMB AT SILL. TOP OF SLAB ELEV. t0'-O" NOTE: SEALANT ON BACK LEG OF FLASHING TO BE APPLIED PRIOR TO INSTALLATION OF ::::_-----TYPICAL FOUNDATION AND FRAME. CONCRETE SLAB (SEE 1N SILL ALUM. )W FRAME INSUL. AND SEALANT ALUM. WALL (2" LIP w/HEM) E FOR POSITIVE IAGE SEALANT IL MEMBRANE IING UNDER WALL CAP w/ DAMS LI 1\4 1 tL END AM v�•� NOTE: SEAL OVER HEADS OF ALL PERIMETER OPENINGS. STRUCTURE DRAWINGS) PA5. FLASHING DETAIL 0 JAMB 2 N.T.S. 91 10 1/2- SEE SECTIONS AND ROOM FINISH SCHEDULE FOR WALL FINISH EXTERIOR WALL ASSEMBLY 1 C (SEE ASSEMBLY NOTES ON A5.0) DOUBLE ANGLE LINTEL (SEE STRUCTURAL DRAWINGS) CONT. SEALANT BOTH SIDES METAL EDGE BEAD ® GYP. BOARD RETURN FINISH OFF TO DOOR FRAME w/ J BEAD - - EDGE OF WALL BEYOND DOOR & FRAME AS SCHEDULED JAMB BEYOND SECTION 0 DOOR HEAD 1 1 /2" 7-71 —0 ' JAMB BEYOND DOOR AS SCHEDULED CONCRETE SLAB SEE STRUCT. DRAWINGS EXPANSION JOINT ADA COMPLIANT ALUMINUM BEVELED THRESHOLD SET IN SEALANT - MAX. HT. 1/2- 2 (SEE DOOR HARDWARE SCHEDULE) p p d 4 4 BLDG SLAB WALK. p 6 SECTION 0 DOOR SILL -- 1 1 12" = 1'-0" ml w Q 0 oF • -A�tc, R %�y'9 :Date 20�3-b8.11 13:44064 00' ?F •,.. . 0 c'STFREDA'RGa`�� THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.11.2023 DATE uu N v D a� flo- Q N o LL LL W — Z 5 m `► � V W M Li �i Go ,� L J Z W w w 2 (A O ir a. n a a 0 J > u QU] No0�n7a° 'IN' —¢Cc o ov°c o`:S o n 0o O�a>>0NU o vap 3:o J a o o I N N N allN C NO 2 N,-�� o ° c o o a� o 0 t O+ N O C v ° oC C E + v� cn�c ° c v.�c ° o ° O +. x :E v°a) 0(n O - — c v _j C +�+ U :U ? o N o c N 0 0 �:21 Q ° v v U o o 0 CL� u' Fm O N o O 12 ° O o o p02 �� N N 0 7 fll N Li V N O t O. o o c o c a. oa �C z N 13� n04 m N I N C � N W CD N N m cn I C� Z_ � pp m O Z W J m Z E m Q� �0 m L 8 N � I 9 w 11 N �— O O a o Nr- O W Cj 0 � W Q 00 ZA W N N o vti o NSN#: 40871 0 Z W A5*2 cn WALL SECTIONS ANOPY INSTALLED PER IFIR. SHOP DRAWINGS -OR FASCIA SYSTEM :MBLY NOTES) UTTER SYSTEM \ CANOPY 0 BATTENS DETAIL SCALE: 3" = V-0" 2 A5.0 SEE DETAIL 3/A5.0 FOR CANOPY INSTALLED PER ADDITIONAL NOTES MFR. SHOP DRAWINGS ornrccrn inuT rwri for 2 CANOPY 0 WINDOW HEAD DETAIL A5.3 SCALE: 3" = V-0" T PARAPET BLOCKING rilk ELEV. +18'-9 1/2"MV T/BATTEN Ah ELEV. +18'-3" XTERIOR WALL ASSEMBLY 1 D ;SEE ASSEMBLY NOTES) CANOPY & FASCIA SYSTEM w/ TIE BACKS 1 I I I T WINDOW & B CANOPY ELEV. + 9'-4" 1 A5.3 XTERIOR WALL ASSEMBLY 1 D. ;SEE ASSEMBLY NOTES) TYPICAL FOUNDATION AND CONCRETE SLAB (SEE STRUCTURE DRAWINGS) 31DEWALK (SEE CIVIL )RAWINGS) 5 \ WALL SECTION - FRONT CORNER BATTEN 3/4" = 1'-0" TOP OF SLAB ELEV. t0'-0" Y & FASCIA SYSTEM W/ UNDERSCORE. FASCIA TO TALLIED BY SIGN VENDOR TO INSTALLATION OF SCORE ASSEMBLY NOTES) 1' 6 \ WALL SECTION - STORE FRONT 3/4" = 1'-0" CANOPY INSTALLED PER MFR. SHOP DRAWINGS n IRA, MA MA 1w 116k,Nw 6 WkA j 64, FA � f4& I Bill v 3 TIE BACK DETAIL A5.3 SCALE: 3" = V-0" CANOPY INSTALLED PER MFR. SHOP DRAWINGS NON -CORROSIVE PIPE SLEEVE NEOPRENE WASHER BOTH SIDES ANCHOR PER MFR. SPECIFICATIONS T PARAPET BLOCKING ELEV. +18'-9 1 /2" 01�_ EXTERIOR WALL ASSEMBLY 1 C (SEE ASSEMBLY NOTES) STEEL BEAM (SEE STRUCTURAL DRAWINGS) CANOPY & FASCIA SYSTEM W/ _TIE BACKS I B E.I.F.S. I ELEV. +10'-4" i T WINDOW & B CANOPY ELEV. + 9'-4" 3 A5.0 EXTERIOR WINDOW ASSEMBLY (SEE ASSEMBLY NOTES) EXTERIOR WALL ASSEMBLY 1 C (SEE ASSEMBLY NOTES) T/SILLS ELEV. +2'-0" SIDEWALK (SEE CIVIL DRAWINGS) TOP OF SLAB_ ELEV. t0'-0" TYPICAL FOUNDATION AND CONCRETE SLAB (SEE STRUCTURE DRAWINGS) AKER % \ WALL SECTION - FRONT ENTRANCE 3/4" = 1'—O" I -CORROSIVE PIPE SLEEVE 1PRENE WASHER BOTH SIDES 'HOR PER MFR. SPECIFICATIONS LANT AND BOND BREAKER T PARAPET BLOCKING ELEV. +18'-9 1/2" :DONALD'S ARCH SIGN BY HERS & UNDER SEPARATE RMIT (COORDINATE RUCTURAL AND ELECTRICAL QUIREMENTS) TERIOR WALL ASSEMBLY 1 C EE ASSEMBLY NOTES) EEL BEAM EE STRUCTURAL DRAWINGS) ►NOPY & FASCIA SYSTEM W/ BACKS B E.I.F.S. I ELEV. +10'-4" I I T/WINDOW & B/CANOPY jjh_ ELEV. + 9'-4" 2 A5.3 UM. ENTRANCE AND OREFRONT (SEE ELEVATIONS EXTERIOR WINDOW SYSTEM )TES) A COMPLIANT ALUMINUM RESHOLD (SEE DETAIL A5-2) TERIOR SIDEWALK (SEE CIVIL AWINGS) TOP OF SLAB_ ELEV. f0'-0"wrl PICAL FOUNDATION AND )NCRETE SLAB (SEE RUCTURE DRAWINGS) mI wlQ gEOF.�`OR Date:dT08.11 1 s:W(d�'00--iA% CO.D. ARG�`�`vv THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 07.28.2023 DATE W v NIx o O O N U. uj F� eh N —Z Lo m��►- v M -./� WO co tA J to z W W Li2 in O a. ti a J N a O -6 L- 7-a O N C N Q o�0rooc�o� ' ` o v m.= aU va� QEy>> a0 v O a)-0v O p _! `v O o v 0gvEOm U .. 2 p 0 ,0N C U i` U < C 'Q) O N O 0„ tto�-F?•o N _ :3 0. O . O w U C V ■ O U C 5 _ O U O O C O :. v O C //\ y C C O- O N Nj �. � U O ., N E V C O C U C O O O O O x O N U C O L O C (� L U Ul O c N J~ p o w cuO 0.2 y O c N 0 U U O0- V1 .N w p .0 yN+ N O O U E U O 0 7 N 7 0 0 U O N O o, g x 0 w N ,— U 0 C z O O O � O O O o� ® W Vi O O_ N LE LL L O N 0 O H o 3 c air G. z(n m Q m 18 N 7 0 �N N N e N p cc to x O ~ CV CID m I C.� z_ 0 E5 m z W z m Of � - � m LA_ g z g 9 z to n (n z & o A E 1 o N � o � tt= 0 NSN#: 40871 d z W A5*3 WALL SECTIONS --------_ ---------------- -' BILCO BIL-GUARD HATCH -------- i BILCO TYPE S-20 2'-6" RAILING SYSTEM OR EQUAL x 3'-0"- i i - MIN 36" EXTENSION X 14 GA. GALV. STEEL ROOF HATCH. PREPARE & PAINT HATCH ABOVE ROOF SURFACE PER SPECIFICATIONS -COLOR: �i��\ BENJAMIN MOORE "SHADOW GRAY 2125-40" OR EQU4LL----------- -� � ____�\ � PREFABRICATED METAL � --- CURB W/PRESSURE PROVIDE BILCO ' TREATED NAILER & RIGID LADDER UP ' / i, INSUL. PROVIDE 4" SAFETY POST y� �� i INSULATION STEP TYP.ROOF CONST SEE ROOF PLAN 3'-0" R M FREEZER COMPARTMENT QUARRY TILE FLOOR OVER MORTAR BED- SEE ROOM FINISH SCHEDULE ON A6.0 5 1 /4" CONCRETE FLOATING SLAB. (2) LAYERS R-10 RIGID 25 PSI XPS INSULATION WITH STAGGERED SEAMS 2"CLR. SUPPORT TYPICAL INTERIOR WALL CONSTRUCTION FREEZER WALL PANEL NSF APPROVED VINYL BASE/SCREED TRT'D PLYWD. FILLER -,rm-Mt - T 150 �� l*Wel/L�!ed04 �%mr000 �� I F&llNnATlnN PADLOCK / t SEE STRUCTURAL FOR FRAMING - VERIFY CURB SIZE W/MFR. SEE STRUCTURAL L)poC�Z)Dwcs. ao°--- ---- nqo------oo-- U" j o U �) VAPOR BARRIER ON---- 8" (3) 2x10 REDWOOD GRAVEL FILL. SLEEPERS w/SHIM WATERTIGHT SEAL FORMED BY -- POWER FASTENED 04'-O" O.C. (TYP.) VAPOR BARRIER 0 SLAB D PRESSION 2 FREEZER FLOOR DETAIL 0 INT. WALL A6.0 1 "=1'-0" FREEZER COMPARTMENT COOLER COMPARTMENT NOTE: 1. BUTT FINISH & TRIM PIECES TO S.S. ENDCAP & CORNER GUARD. 2. CORNER GUARDS & END CAPS TYPICAL AT KITCHEN, SUPPORT ROOM, & SELF SERVE BEVERAGE AREAS 3. SEE 'CG' KEY NOTE ON A1.0 S.S. OUTSIDE CORNER S.S. OUTSIDE CORNER W/ HEMMED EDGES I it FINISH - SEE SCHEDULE ON A6.1 (TYP) S.S. ENDCAP W/ HEMMED EDGES S.S. ENDCAP 4 STAINLESS STEEL DETAILS 6.0 1 2 =1 -0' CEILING A^- FREEZER DOOR BY AS SCHED QUARRY TILE FLOOR OVER - KITCHEN EQUIPMENT MORTAR BED- SEE ROOM SUPPLIER 2x4 WD. STUDS FINISH SCHEDULE ON A6.0 E VINYL SWEEP GASKET SEEFINISH SCHEDULES & 0 16" O.C. W/ BY KITCHEN EQUIPMENT DETAILS ON SHEET A6.1 FOR BATT INSULATION 5 1/4" CONCRETE SUPPLIER BASE INFORMATION. STEP BASE (4 SIDES) R-13 FLOATING SLAB. S.S. THRESHOLD MATERIAL W/RAISED SLAB 6 1/2" x 2 1/2" x 1 /4" BENT (2) LAYERS R-10 RIGID PLATE, BY KITCHEN STEEL PLATE (4 LOCATIONS). 7" 25 PSI XPS INSULATION EQUIPMENT SUPPLIER, WELD TO LADDER & LAG BOLT WITH STAGGERED SEAMS ON TRT'D PLYWD BULL -NOSED INTO BLOCKING W-3/4 DIA. x 5" FILLER 0 DOOR TILE LONG 4x4 BLOCKING 0 SUPPORTS r_jcS�EE COVED BASE (TYP.) R i oO______________________2"x 1 /4" STL. BARS 0 P '6° v - 11PICAL FOUNDATION VERTICALS OF LADDER SET�o o-- -- STRUCTURAL DWGS. ® 18" APART o� �Up `��() 2x10 REDWOOD �° 1 " SQ.SLIP RESISTANT RUNGS oO o 0 12" O.C. WELDED TO VAPOR BARRIER ON SLEEPER w/SHIM "8- VERTICALS GRAVEL FILL. POWER FASTENED 0 o WATERTIGHT SEAL FORMED BY 4'-0" O.C. (TYP.) WALL FINISH AS SCHEDULED TOP OF SLAB VAPOR BARRIER 0 SLAB DEPRESSION IMF ELEV.O 0 TILE QD= SECTION 0 INTERIOR LADDER 3 FREEZER FLOOR DETAIL 0 DOOR5 DETAIL RAISED SLAB 3/4'-1'-0" - A6.0 1 "=1'-0" A6.0 1 1/2 =111 '-0 GENERAL NOTES: DOOR i10 1. ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. 1 1 EA THRESHOLD 325HD . 1 EA SWEEP 101VA 48" N.G N.GUARD 1. 1 EA HINGE 780-112HD 83" ALUM HAGER 11 2. THE OPENING FORCE OF ALL EXT. PUSH/PULL DOORS SHALL NOT EXCEED 8 1/2 LBS. 112. 1 EA CLOSER 1461 RW/PA ALUM LCN 3. THE OPENING FORCE OF ALL INTERIOR PUSH/PULL DOORS SHALL NOT EXCEED 5 LBS. . 1 EA PG21-MSS ADVANCEDD DDOOOOR ALARM 3. 1 EA LOCK ND80PD RHO 626 SCHLAGE 13. 1 EA ALARM LOCK 4. PROVIDE PANIC HARDWARE FOR ALL EXTERIOR DOORS AS NOTED ON THE DOOR SCHEDULE. 12. 1 EA VIEW FRAME PG21MS ALARM 9 X 9 DKB W/FLAP ON INSIDE N.GUARD 4. 1 EA ELEC STRIKE 6211 24V DC FSE US32D SCHLAGE 14. 1 EA MORTISE CYL HOHOUSINGUSING 7PIN SFIC 626 5. DOOR PULLS, HANDLES, AND LATCHES SHALL BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT 5. 1 EA PWR SUPPLY PS902 SCHLAGE GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. FORCE REQUIRED TO ACTIVE SHALL 6. 1 EA ANNUNCIATOR BSV-24P SURFACE MOUNTED166. . 1 EA CONTROL KEY FOR ABOVE BE 5 LBS. MAXIMUM. SUCH HARDWARE SHALL BE A MINIMUM 34" A.F.F. TO A MAXIMUM 48". 11 EA 7 PIN CONSTRUCTION CORE FOR ABOVE 626 7. 3 EA PUSH BUTTON 621-RD-DA HDP 626 SCHLAGE DOOR #1 &#1A - ENTRY DOOR/ #16 EMERGENCY EXIT (1B NOT USED DOOR #5 - RESTROOM ENTRY 8. 1• EA TREADPLAE 24 X 34 UMCO 1. 1 EA CLOSER LCN 4021 x 18 1. 3 EA HINGE BB1279 4 % X 4 % US26D HAGER 9. 1 EA VIEW FRAME LFRA100 6 X 27 DKB N.GUARD 2. 3 EA HINGES OFFSET PIVOT ANSI-A-156.4 GRADE 1; PROVIDE EXPOSED PARTS OF CAST ALUMINUM 2. 1 EA CLOSER LDPA4031 SNB ALUM LCN 10. 1 EA GLASS 5 X 26 X X UMCO ALLOY, AS SUPPLIED BY DOOR MANUFACTURER. 3. 1 EA PUSH PLATE 30S 4 X 32 US32D 407AFF MOUNTED TO CENTER OF PLATE DOOR #11 (NOT USED) PLAYPLACE RESTROOM 3. 1 EA (DOOR #1 & #lA ONLY) PULL HANDLE ROCKWOOD MFG. MODEL- RM3311. SIZE: 1-1/4" DIA. 4. 1 EA PULL PLATE LADDER PULL HANDLE WITH DECORATIVE FIXING, 320L 10DIA 1. 3 EA HINGE BB1279 4 % X 4 % US26D HAGER CTC: 5'-10". FINISH: TO MATCH STOREFRONT DOOR. OFFSET MOUNTING: TYPE 1XHD - THRU BOLT #S-32-1000 - UMCO 32D. 40" AFF MOUNTED CENTER OF PULL 2. 1 EA CLOSER LDPA4031 SNB ALUM LCN HEAVY DUTY. ALT. OPTION: 1 EA PULLPLATE SANITGRASP 4. 1 EA (DOOR #1 & #1 B) PANIC HARDWARE ADAMS RITE MFG. CO. 8800 SERIES WITH OUTSIDE ALT. OPTION: 1 EA PULL -PUSH BUTTON CYLINDRICAL LOCK - 3. 1 EA LOCK ND40S RHO 626 SCHLAGE CYUNDER (FINISH TO MATCH STOREFRONT DOOR). TRILOGY DL700 US26D CHROME 4. 2 EA KICKPLAE 190S 8 X 34 US28 HAGER 5. 1 EA THRESHOLD NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE THRESHOLD 325, 36" WIDE x 1/2" 5. 2 EA KICKPLAE 190S 8 X 34 US32D HAGER 5. 1 EA DOOR STOP 236W US32D HAGER" RISE (ADA ACCESSIBLE). 6. 1 EA DOOR STOP 236W US32D HAGER 6. 2 EA TOE GUARD 202NA 36 N.GUARD 6. 1 EA WEATHER STRIPPING: PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED STOPS. AT 7• 1 EA FINGER GRD MKIA PUSH SIDE BRN F.SAFE 7. 1 EA FINGER GRD MKIN PUSH SIDE BRN F.SAFE OTHER EDGES PROVIDE SLIDING WEATHER STRIPPING RETAINED IN ADJUSTABLE STRIP MORTISED INTO 8. 1 EA FINGER GRD MKIB PULL SIDE BRN F.SAFE 8. 1 EA FINGER GRD MKIB PULL SIDE BRN F.SAFE DOOR EDGE. PROVIDE EPDM OR VINYL GASKET WEATHER STRIPPING IN BOTTOM DOOR RAIL ADJUSTABLE 9• 1 EA STEPNPULL PULL SIDE (OPTIONAL) DOOR #12 (EMERGENCY EXIT ONW (NOT USED) - PLAYPLACE EMERGENCY EX FOR CONTACT W/ THRESHOLD. DOOR #6 - ADA STALL 1. 1 EA CLOSER: LCN 4041 x 18 7. 1 EA SIGN MOUNT ONTO DOOR, TO READ "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE 1. 2 EA HINGE 1250 4 X X 4 % US26D HAGER BUILDING IS OCCUPIED/DURING BUSINESS HOURS." 2. 1 EA HINGE BB1279 4 % X 4 h US26D HAGER 2. 3 EA HINGES: OFFSET PIVOT SET. GRADE 1 CAST ALUMINUM ALLOY DOOR 92 & #2A -VESTIBULE 3. 1 EA DEADBOLT 8571 X 10-087 214EE X 12 X 291 X 626 AS SUPPLIED BY DOOR MANUFACTURER. 3 1. 1 EA CLOSER LCN 4041 x 18 4. 2 EA BACK TO BACK LADDER PULL HANDLE, 16"L, 1"DIA #S-16-1000 BTB-UMCO 32D . 1 EA PANIC HARDWARE ADAMS RITE MFG. CO. 8800 SERIES (EXIT ONLY) 2. 3 EA HINGES OFFSET PNOT ANSI-A-156.4 GRADE 1; BY DOOR MANUFACTURER. MOUNTED 6" FROM EDGE OF DOOR TO CENTER OF SCREWS - 28%m (FINISH TO MATCH STOREFRONT DOOR) 3. 1 EA PUSH/PULL HANDLE HAGER PUSH/PULL SET 164D/V/B. MOUNTED 28%m FROM TOP OF DOOR TO C/L OF PULL 4. 1 EA THRESHOLD NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE 4. 1 EA (DOOR #2A) PANIC HARDWARE ADAMS RITE MFG. CO. 8800 SERIES WITH OUTSIDE CYLINDER 5. 1 EA ROBE HOOK 917 BRADL.EY THRESHOLD 325, 36" WIDE x 1/2" RISE (ADA ACCESSIBLE). (FINISH TO MATCH STOREFRONT DOOR) 6. 1 EA DOOR STOP 236W US32D HAGER 5. 1 EA WEATHER STRIPPING: PROVIDE COMPRESSION WEATHER STRIPPING DOOR 13 - STORAGE DELIVERY AGAINST FIXED STOPS. AT OTHER AGAINST FIXED EDGES PROVIDE 1. 1 EA HINGE 780-112HD 83" ALUM HAGER DOOR 166A - STANDARD STALL SLIDING WEATHER STRIPPING RETAINED IN STOPS. AT OTHER EDGES 1. 2 EA HINGE 1250 4 N X 4 % US26D HAGER PROVIDE SUDING WEATHER STRIPPING RETAINED IN ADJUSTABLE 2. 1 EA CLOSER 4111 H-CUSH ALUM LCN 2. 1 EA HINGE BB1279 4 % X 4 h US26D HAGER STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR VINYL GASKET 3. 1 EA PANIC 9975EO-LD 48" SP28 V.DUPRIN 3. 1 EA DEADBOLT B571 X 10-087 214EE X 12 X 291 X 626 WEATHER STRIPPING IN BOTTOM DOOR RAIL ADJUSTABLE FOR 4. 1 EA TRIM 990DT US26D V.DUPRIN 4. 2 EA BACK TO BACK LADDER PULL HANDLE, 16"L, 1-DIA #S-16-1000 BTB-UMCO 32D CONTACT W/THRESHOLD. 5. 1 EA ALARM LOCK PG2IMSS ALARM MOUNTED 6" FROM EDGE OF DOOR TO CENTER OF SCREWS - 28%m 6. 1 EA ALARM DEEX MODEL NO. EAX-500 7. 1 EA TREADPLA E 2. 1 EA LOCKGUARD 4PX10 US32D 46 UMCO DON-JO 5. MOUNTED ROBEBHOOKR91 TOP OF DOOR TO C/L OF PULL EY ooaR #13 (NOT USED) 38111 COUNTER DOOR 8. 1 EA WTH/STP160V 48 X 84 N.GUARD 6. 1 EA DOOR STOP 236W US32D HAGER 1. 3 EA HINGE BB1279 4 % X 4 X US26D HAGER 9. 1 EA THRESHOLD 325HD 48" N.GUARD 2. 1 EA CLOSER LDPA4031 SNB ALUM LCN 10. 1 EA SWEEP 101VA 48" N.GUARD DOOR #7 - DINING ROOM JANITORS CLOSET 3. 1 EA LOCK ND80PD RHO 626 SCHLAGE 11. 1 EA VIEW FRAME LVGLFMD 9 X 9 DKB W/FLAP ON INSIDE N.GUARD 1. 3 EA HINGE BB1279 4 % X 4 )1 US26D HAGER 4. 1 EA VIEW FRAME LFRA100 8 X 34 DKB N.GUARD 12. 1 EA ALARM LOCK PG2IMSS ALARM 2. 1 EA LOCK ND80PD RHO 626 SCHLAGE 5. 1 EA GLASS 7 X 33 X 9 UMCO 13. 1 EA MORTISE CYL HOUSING 7PIN SFIC 626 DOOR14 (NOT USED) MANAGERS OFFICE 14. 1 EA 7 PIN CONSTRUCTION CORE FOR ABOVE 626 DOOR #8 - COMPUTER CLOSET 15. 1 EA CONTROL KEY FOR ABOVE 1. 4 EA HINGE BB1279 4 % X 4 X US26D HAGER 1. 3 EA HINGE B81279 4 % X 4 N US26D HAGER 16. 1 EA PG21-MSS ADVANCED DOOR ALARM 2. 1 EA LOCK ND80PD RHO 626 SCHLAGE 2. 1 EA LOCK ND53BD RHO 626 FINISH SCHLAGE DOOR 13A - FREEZER DELIVERY 3. 1 EA LOWER L700RX DKB 12 X 18 N.GUARD 3. 1 EA VIEW FRAME LFRA100 24 X 30 DKB N.GUARD 1. 1 EA HINGE780-112HD 83" ALUM HAGER 4. 1 EA GLASS 23 X 29 X 9 CLEAR UMCO W 5. 1 EA 7 PIN CONSTRUCTION CORE 626 2. 1 EA DEADBOLT B661P 626 SCHLAGE DOOR #8A -COMPLIER CLOSET 3. 1 EA PULL H3E US28 HAGER 1. 8 EA HINGE BB1279 4 X X 4 % US26D HAGER 6. 1 EA CONTROL KEY FOR ABOVE 4. 1 EA LOCKGUARD CLP110 US32D DON-JO 2. 1 EA LOCK ND80PD RHO 626 SCHLAGE DOOR #15 CO2 5. 1 EA TREADPLAE 24 X 46 UMCO 3. 2 EA FLUSH BOLT 283D US26D HAGER 1. 1 EA HINGE 780-112HD 83" ALUM HAGER 6. 1 EA WTH/STP 160V 48 X 84 N.GUARD 2. 1 EA LOCK ND80PD RHO 626 SCHLAGE 7. 1 EA THRESHOLD 325HD 48" N.GUARD DOOR #9 - COOLER 3. 1 EA LOCK GUARD CLP110 US32D DON JO Q 8. 1 EA SWEEP 101VA 48" N.GUARD 1. ALL DOOR HARDWARE FOR THE REFRIGERATED COOLER / FREEZER SHALL BE 4. 1 EA WTH/STP 160V 36 X 84 N.GUARD DOOR #4 - REAR EXIT PROVIDED BY THE MANUFACTURER. 5. 1 EA THRESHOLD 425E 36" N.GUARD 3: 1. KOLPAK 0 HY 641 N. McCORKLE PARK ROAD » 1. 1 EA HINGE 780-112HD 83 ALUM HAGER 6. 1 EA SWEEP 101VA 36 N.GUARD TN 38363 PHONE: 800-344-4675, � 2. 1 EA CLOSER 4111 H-CUSH ALUM LCN PARSONS7. 1 EA SEC. LOWER LVRSG-3 DKB 18 X 18 N.GUARD 3. 1 EA PANIC 9975EO-LD 48" SP28 V.DUPRIN HARDWARE PROVIDED: MAGNETIC PERIMETER DOOR GASKET O 4. 1 EA TRIM 990DT US26D V.DUPRIN 1. DOOR 16 NOT USED) CREW ROOM 0 5. 1 EA ALARM LOCK PG21 MSS ALARM 2. THRESHOLD REINFORCED PLASTIC (FRP) # 6. 1 EA LOCKGUARD CLP110 US32D DON-JO 3. PQSI-SEAL DOOR CLOSURE 1. 3 EA HINGE BB1279 4 % X 4 X US26D HAGER 7. 1 EA TREADPLAE 24 X 46 UMCO 4. STATIONARY CHROME DOOR PULL HANDLE 2. 1 EA LOCK ND10S RHO 626 SCHLAGE 5. INTERIOR SAFETY RELEASE HANDLE 3. 1 EA VIEW FRAME LFRA100 24 X 30 DKB N.GUARD 8. 1 EA WTH/STP160V 48 X 84 N.GUARD 6. HINGES - BRUSHED CHROME CAST ALLOY 4. 1 EA GLASS 23 X 29 X 9 CLEAR UMCO 7 A6.0 u OVA 7•i EXTERIOR FACE OF BUILDING GRIND SMOOTH ALL WELDS 1 1/2" SQ. A53 GRADE B STEEL TUBE GUARDRAIL SET INTO CONC. PIER - VERTICAL SPACED AT 3'-4" O.C. MAX. - SEE SITE PLAN FOR GUARD RAIL LENGTH INTERMEDIATE RAILS - 1/2" SO. STL. BARS 0 4" O.C. MAX. 8" DIA. X 18" DEEP CONC. PIER L - J L - J NOTE: PREPARE & PAINT METAL RAIL PER SPECIFICATIONS GUARD RAIL DETAIL 1/2 12=1'-O 1) 2" MULLIONS 9._1» U.N.O W W N N Z I 4. 0 3'-0" 5'-9" LL_ .0 �' -0 W m 0 4y2' � O 0 W INTERIOR WINDOW ASSEMBLY W (STOREFRONT & ENTRANCE SYSTEM) H 1. EXTRA DARK BRONZE ALUMINUM FRAME, Z 2. 1 /4" CLEAR TEMPERED GLAZING 3. 1/2- CORIAN SILL EACH SIDE DOOR SCHEDULE MARK DOOR MATERIAL SIZE TYPE I MATL SIZE 1 ALUM. 3'-0"x7 -0 xl 3 4 A ALUM. NOTE 5 1A ALUM. 3'-0"x7'-0"xl 3 4" Al ALUM. NOTE 5 2 ALUM. 3'-0'x7'-0"x1 3 4" A ALUM. NOTE�- 2A ALUM. 3'-0"x7'-0"xl 3 4" Al ALUM. NOTE 5 3 H.M. 4'-0"x7'-0"xl 3 4" B H.M. 2"JAMB 4"HD 3A H.M. 4'-0"x7'-0"xl 3 4" C H.M. 2"JAMB 4"HD 4 H.M. 3'-O"x7'-0"xl 3/4" B H.M. 2"JAMB 4"HD 5 S.C. WOOD W LAM. 3'-0'x6'-8"xl 3 4" C H.M. 20JAMB & HEAD 6 S.C. WOOD W LAM. 3'-0"x4'-80xl 3 4" D H.M. 2"JAMB & HEAD 6A S.C. WOOD W1 LAM. 2'-6"x4'-8"xl 3 4' D H.M. 2"JAMB & HEAD 7 S.C. WOOD W LAM. 3'-O"x6'-8"xl 3 4" C H.M. 2"JAMB & HEAD 8 S.C. WOOD W LAM. 2 1'12"x8'-O"xl 3 4" C H.M. 2"JAMB & HEAD 8A S.C. WOOD W LAM. 2 1'-Yx8'-0"xl 3 4" E H.M. . 20JAMB & HEAD 9 INSULATED METAL 3'-0"x6'-6"x4" C N/A N� 10 H.M. 3'-0"x7'-O"xl 3 4" F H.M. 27JAMB & HEAD 11 NOT USED 12 NOT USED 13 NOT USED 14 NOT USED 15 NOT USED 16 NOT USED " 1 /4" TEMP. 1 /4" TEMP. GLAZING _ .zf GLAZING R 0 i Lo �X, A 10" STILE Al 10" STILE AT BOTTOM AT BOTTOM R I ' o I `t D DOOR TYPES E Li 0 Of ' .Date:706n8.11 �'•. V c'SrFRFoARGa��`!i THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES y2 OF THE DOCUMENT 4 1 07.28.2023 DATE Lu I - in tr Q N w �IX Lo m �'�•- •/'' w ILA J -i GENERAL DOOR NOTES: a a ui w Z Z ui 1. GC TO INSTALL ACCESSIBILITY DOOR SIGNS WHERE REQ'D BY LOCAL w i 0 CODES - SEE GENERAL NOTE 6, SHEET A1.0 a Ix a 2. DETEX ALARM CONTACT SWITCHES SHALL BE RECESSED INTO THE TOP OF THE DOOR & HOLLOW METAL FRAME ABOVE. J 3. DOORS, DOOR FRAMES, & HARDWARE FOR DOORS 3, 3A, 4, 5, 6, 6A, 7, J o o N ° N 8, 8A, 10, 11, 12, 14, 15, 16 SUPPLIED BY: UNIVERSAL MANUFACTURING o 2 w 2 r o 1-800-821-1414. a 2 a c- a o N 4. DOOR 9 SUPPLIED BY FREEZER/COOLER MANUFACTURER c o o 0 5. SEE ELEVATIONS AND WALL SECTIONS o al v° a o 6. ALL INTERIOR SOLID CORE WOOD DOORS TO HAVE A LAMINATED FINISH, o o 0 3 E •o c AS INDICATED PER DECOR DINGS o a a,- 7. DOOR 8 & 8A - LAMINATED FINISH - VLSONART DOVE GREY" D92-60 ° ° 'N ; ;, 00 8. DOOR 3, 3A, 4 & 15 TO HAVE MAXIMUM U VALUE = SEE SHEET T1.0 Q °' E.- o °' o cv ` ` O ♦f� w 0L c ca N vJ p O° 3 N 0 U ° C O o t _ 2 0 a 11 o 1 0 0 0 0 VI v' C C 7 d Ul O a) � O 'y E V C p c U -E,O O O ° ° x cXIE �, a _ C U B U O U co cuo -1 ~ c o Cl t-v) co 8"r CDn -8 a� ° v7 O U O Q) c Q c mKw E U ��° 73 o °o �a0 S U N0 0-0 O C d ++ o 3: - LL. O O 0-0 O O O L ® U T Q7 '`O Ul C o a o a3 ° c m GLASS VIEWER w/MTL. a w N VIEWING DOOR ON �°W o D o INSIDE N m O 00 N �j N a I CD N U' Nm m B C z co c� 1 /4" c� W TEMPERED GLASS �i m STAfi ! ) OILY R v , m li �+ Ln 0 N ¢ 0 Z C tn 4 I In Z J N h R o o .- o 04 N � ' CV P o 0 0 F NSN#: 40871 175 i A6.0 0 DOOR & HARDWARE CONCRETE TO BE RAISED FOR PROPER WATER RUN OFF 6" DIAMETER STEEL PIPE FILLED w/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE BITUMINOUS JOINT AROUND PIPE TOP OF SLAB OR ASPHALT - CLASS A CONCRETE MIN. COMPRESSIVE STRENGTH 4,000 PSI CAD 28 DAYS NOTES: BOLLARDS REQ'D AT BLDG. CORNERS. FIRE HYDRANTS, WATER METER, GAS METER, SPRINKLER RISER, SHOWN & ALL UTILITIES AT LOCATIONS SHOWN ON THESE DRAWINGS INTERIOR & EXTERIOR. 1 BOLLARD DETAIL A6.1 N.T.S. PORCELAIN TILE HIGH PERFORMANCE CEMENT GROUT LATEX-PORTLAND CEMENT THIN SET MORTAR CONCRETE, ON -GROUND �= .. <° a a RESTROOM AND DINING ROOM 2 FLOORS OVER CONCRETE A6.1 N. i-.S. QUARRY TILE EPDXY GROUT, 100% SOLIDS MODIFIED-PORTLAND CEMENT THIN SET MORTAR CONCRETE, ON -GROUND a a a.. .... . . a d a KITCHEN/SUPPORT 3 FLOORS OVER CONCRETE A6.1 N.T.S. CERAMIC OR PORCELAIN WALL TILE HIGH PERFORMANCE CEMENT GROUT LATEX-PORTLAND CEMENT THIN SET MORTAR CEMENT BACKER BOARD VAPOR RETARDER MEMBRANE WOOD OR METAL STUDS DINING ROOM INTERIOR WALLS 4 OVER WOOD OR METAL STUDS A6.1 N.T.S. - CERAMIC OR PORCELAIN WALL TILE 1/4" GAP FLEXIBLE SEALANT AND COMPRESSIBLE BACK-UP. WHEN REQUIRED PORCELAIN FLOOR TILE LATEX-PORTLAND CEMENT THIN SET MORTAR HIGH PERFORMANCE CEMENT GROUT CONCRETE, ON -GROUND ... ... . . m o a V) o a 4 v °a aTRANSFORMER a s a ,,i a 0 5 DINING ROOM PERIMETER JOINT A6.1 N.T.S. �OF.FCo WALL TILE SCHEDULE -- - 6'-0' V V -- ` o - -- - - - CENTER MAT IN VESTIBULE NON -DRIVE THRU - PEDI MAT _ �CENTIER MAT IN VESTIBULE _ o I PEDIMAT BY CONSTRUCTION __ tO SPECIALITIES _ FINISH: CLEAR ANODIZED -CARPET INSERT: #7325 WROUGHT IRON CONTACT: NATIONAL ACCOUNTS DIVISION PHONE: (888) 424-6287 FAX: (908) 849-4295 I, 4 -0' (. NATIONALACCOUNTS®C-SGROUP.COM OPTIONAL: VERIFY WITH MCDONALD'S CONSTRUCTION DRIVE THRU - PEDI MAT MANAGER 7 PEDIMAT OPTIONAL A6.1 2' -� -� ' ;pate 3-08.11 ��.•13:-oo::�� V Cis • • •. � '•• ••' G�j► RED AR ,r MARK ROOM NAME WALL MORTAR SETTING BED GROUT GENERAL TILE NOTES: 1. REFERENCE: McDONALD'S PROJECT MANUAL - SECTION 093000 2. KITCHEN FLOOR TILE: TILE: CROSSVILLE 6"x6" 'METROPOLITAN QUARRY BASICS ABRASIVE' GROUT: CHARCOAL #47 BY MAPEI KERAPDXY IEG BLACK #10 BY MAPEI (FOR OPTIONAL GREY TILE) COLOR: PURITAN GRAY EXTRA ABRASIVE 57XA (STANDARD) MAYFLOWER RED 31XA (OPTIONAL) - VERIFY W/ MCDONALD'S ACM 3. DINING ROOM FLOOR TILE: MAIN & ACCENT: USE ONLY APPROVED TILE SERIES AND COLORS BY CROSSVILLE AND EUROWEST. VERIFY COLOR AND PATTERN PER INTERIOR DECOR DRAWINGS. A MUST BE PER McDONALD'S USA, LLC: STANDARDS FOR INTERIOR ) FLOOR TILE AND APPROVED TILE LIST. B) MUST MEET THE FOLLOWING: STATIC COEFFICIENT OF FRICTION (PER ASTM F1667-96) LEVEL SURFACES: MINIMUM 0.50 DRY AND WET (McDONALD'S STANDARD) DYNAMIC COEFFICIENT OF FRICTION (PER ANSI A137.1 2012) LEVEL SURFACES: MINIMUM 0.5 DRY AND WET (McDONALD'S STANDARD) 4. TILE TRANSITION AND EDGE PROTECTION: A) TILE BASE (RESTROOM ONLY): SCHLUTER DILEX-AHK SERIES, BRUSHED STAINLESS STEEL. SATIN TILE EDGEPROTECTION (WALL TRANSITION): SCHLUTER-RONDEC-DB, C) TILE CORNER PROTECTION (OUTSIDE CORNER): SCHLUTER-RONDEC -AE, SATIN ANODIZED ALUMINUM. D) SEE INTERIOR DECOR DRAWINGS FOR ALL LOCATIONS. BEFORE FINAL INSPECTION, REMOVE PROTECTIVE COVERINGS AND PERFORM 100 CUSTOMER SERVICE CERAMIC OR PORCELAIN WALL TILE NOTE 4C LATEX-PORTLAND CEMENT THIN SET MEDIUM BED HIGH PERFORMANCE CEMENT GROUT 101 DINING CERAMIC OR PORCELAIN WALL TILE NOTE 46 & 4C) LATEX-PORTLAND CEMENT THIN SET MEDIUM BED HIGH PERFORMANCE CEMENT GROUT 102 WOMEN'S TOILET CERAMIC OR PORCELAIN WALL TILE (NOTE 413) LATEX-PORTLAND CEMENT THIN SET MEDIUM BED HIGH PERFORMANCE CEMENT GROUT 103 MEN'S TOILET CERAMIC OR PORCELAIN WALL TILE (NOTE 4B) LATEX-PORTLAND CEMENT THIN SET (MEDIUM BED HIGH PERFORMANCE CEMENT GROUT 104 SUPPORT N/A - SEE ROOM FINISH SCHEDULE - 105 KITCHEN N A -SEE ROOM FINISH SCHEDULE ---- ____ THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 07.28.2023 DATE 106 107 PRESENTER-1 CERAMIC WALL TILE LATEX-PORTLAND CEMENT THIN SET MEDIUM BED ---- __-HIGH PERFORMANCE _CEMENT GROUT -- - - - ----- ---- ORDER N/A - SEE ROOM FINISH SCHEDULE _ _ _ 108 MANAGER'S OFFICE N/A -SEE ROOM FINISH SCHEDULE ---- ---- 109 CREW ROOM CERAMIC WALL TILE (NOTE 48) LATEX-PORTLANDCEMENT THIN SET MEDIUM BED HIGH PERFORMANCE_ CEMENT GROUT 110 COOLER N/A -SEE ROOM FINISH SCHEDULE 111 FREEZER N/A -SEE ROOM FINISH SCHEDULE ---- ---- 112 COMPUTER CLOSET N/A - SEE ROOM FINISH SCHEDULE ---- ---- 113 CREW ALCOVE N/A - SEE ROOM FINISH SCHEDULE - - - - - --- - -- - - - - _ 114 JANITOR'S CLOSET N/A -SEE ROOM FINISH SCHEDULE - ---- 115 VESTIBULE CERAMIC WALL TILE LATEX-PORTLAND CEMENT THIN SET MEDIUM BED HIGH PERFORMANCE CEMENT GROUT 116 PRESENTER-2 CERAMIC WALL TILE LATEX-PORTLAND CEMENT THIN SET (MEDIUM BED HIGH PERFORMANCE CEMENT GROUT _. 117 CO2 N A -SEE ROOM FINISH SCHEDULE ---- .__._ ---- ui v N Z s a Y in m rn Q �,..�/' uj Go ®® , 7 a to a 3 z 2 `^ O a 0 a a 118 NOT USED 119 NOT USED 120 121 NOT USED NOT USED - - ---- - -- -- - ---------- FLOOR TILE SCHEDULE MARK ROOM NAME FLOOR A MORTAR SETTING BED GROUT 100 CUSTOMER SERVICE PORCELAIN FLOOR TILE NOTE 3 NONE - WALL TILE LATEX-PORTLAND CEMENT THIN SET MEDIUM BED HIGH PERFORMANCE CEMENT GROUT 101 DINING PORCELAIN FLOOR TILE NOTE 3 NONE - WALL TILE LATEX-PORTLAND CEMENT THIN SET MEDIUM BED HIGH PERFORMANCE CEMENT GROUT J E' "" ° 00 Q o (Da a ° � o P ` °� � a °�- - J ° E ° ' o o _ o. .. c U c ° G� .- -- � o o o o ° o a o v ° D �, o ° o o0 7 o ` _ o g �' o a tn ° �, ° (1� o J , v v o o w u o Q L W .2 - . c � o = ° �. E 1-. Q (lI i_ L U 7 71 Q 7 o00 o o =0'3 0 0 W ®�~� c o �' N N 0 0 c .c U a CL ° C- 102 WOMEN'S TOILET PORCELAIN FLOOR TILE NOTE 3 NONE WALL TILE NOTE 4A LATEX-PORTLAND CEMENT THIN SET MEDIUM BED HIGH PERFORMANCE . CEMENT GROUT _ HIGH PERFORMANCE CEMENT GROUT CHEMICAL RESISTANT WATER -CLEANABLE TILE -SETTING EPDXY - 100% SOLIDS INDUSTRIAL -GRADE FINAL CLEANING. 5. TILE CLEANER: DETERDEK, BY FILA SURFACE CARE PRODUCTS - NO SUBSTITUTIONS ALLOWED CAN BE ORDERED BY EUROWEST, CROSSVILLE, OR DIRECT FROM MANUFACTURER: FILA/DETEREK POST INSTALLATION CLEANING REQUIRED ON ALL FLOOR TILE INSTALLTIONS PRIOR TO RESTAURANT TURN OVER. APPLY CLEANER PER MANUFACTURER'S WRITTEN INSTRUCTIONS. REFERENCE: McDONDALDS PROJECT MANUAL -SECTION 09300 TIUNG INTERIOR. 6. GROUT COLOR AND MANUFACTURER AS INDICATED ON SHEET A1.0 AND INTERIOR DECOR DRAWINGS. 103 MEN'S TOILET SUPPORT PORCELAIN FLOOR TILE NOTE 3 QUARRY TILE NOTE 2 NONE - WALL TILE NOTE 4A) LATEX-PORTLAND CEMENT SET MEDIUM BED 104 COVED QUARRY TILE _THIN MODIFIED-PORTLAND CEMENT THIN SET MORTAR MEDIUM BED 105 KITCHEN QUARRY TILE NOTE 2 COVED QUARRY TILE MODIFIED-PORTLAND CEMENT THIN SET MORTAR MEDIUM BED CHEMICAL RESISTANT WATER -CLEANABLE TILE -SETTING EPDXY - 100% SOLIDS INDUSTRIAL -GRADE 106 PRESENTER-1 QUARRY TILE NOTE 2 -- - - COVED QUARRY TILE MODIFIED-PORTLAND CEMENT THIN SET MORTAR (MEDIUM BED --- - - CHEMICAL RESISTANT WATER -CLEANABLE, TILE -SETTING _EPDXY - 100% SOLIDS, INDUSTRIAL -GRADE - -- -- -- 107 ORDER QUARRY TILE NOTE 2 COVED QUARRY TILE MODIFIED-PORTLAND CEMENT THIN SET MORTAR MEDIUM BED CHEMICAL RESISTANT WATER -CLEANABLE TILE -SETTING EPDXY - 100% SOLIDS INDUSTRIAL -GRADE 108 MANAGER'S OFFICE QUARRY TILE (NOTE 2 COVED QUARRY TILE MODIFIED-PORTLAND CEMENT THIN SET MORTAR MEDIUM BED CHEMICAL RESISTANT WATER -CLEANABLE TILE -SETTING EPDXY - 100% SOLIDS INDUSTRIAL -GRADE 109 CREW ROOM QUARRY TILE (NOTE 2 COVED QUARRY TILE MODIFIED-PORTLAND CEMENT THIN SET MORTAR _MEDIUM BED CHEMICAL RESISTANT WATER -CLEANABLE, TILE -SETTING EPDXY - 100% SOLIDS, INDUSTRIAL -GRADE 110 COOLER QUARRY TILE NOTE 2 ` _ 4" ALUM. COVED BASE MODIFIED-PORTLAND CEMENT THIN SET MORTAR MEDIUM BED CHEMICAL RESISTANT WATER -CLEANABLE TILE -SETTING EPDXY - 100% SOLIDS INDUSTRIAL -GRADE 111 FREEZER QUARRY TILE (NOTE 2) 4 ALUM. COVED BASE MODIFIED-PORTLAND CEMENT THIN SET MORTAR MEDIUM BED CHEMICAL RESISTANT WATER -CLEANABLE TILE -SETTING EPDXY - 100% SOLIDS INDUSTRIAL -GRADE 112 COMPUTER CLOSET QUARRY TILE NOTE 2 COVED QUARRY TILE MODIFIED-PORTLAND CEMENT THIN SET MORTAR MEDIUM BED CHEMICAL RESISTANT WATER -CLEANABLE TILE -SETTING EPDXY - 100% SOLIDS INDUSTRIAL -GRADE 113 CREW ALCOVE QUARRY TILE NOTE 2 COVED QUARRY TILE MODIFIED-PORTLAND CEMENT THIN SET MORTAR (MEDIUM BED) CHEMICAL RESISTANT, WATER -CLEANABLE, TILE -SETTING EPDXY_ - 100% SOLIDS, INDUSTRIAL -GRADE 114 JANITOR'S CLOSET PORCELAIN FLOOR TILE NOTE 3 COVED QUARRY TILE LATEX -PORTLAND CEMENT THIN SET MEDIUM BED HIGH PERFORMANCE CEMENT GROUT 115 VESTIBULE PORCELAIN FLOOR TILE NOTE 3 NONE - WALL TILE LATEX-PORTLAND CEMENT THIN SET MEDIUM BED HIGH PERFORMANCE CEMENT GROUT 116 - PRESENTER-2 - --01 - QUARRY TILE NOTE 2 COVED QUARRY TILE MODIFIED-PORTLAND CEMENT THIN __SET __ MO_ ___RTAR MEDIUM BED CHEMICAL RESISTANT WATER -CLEANABLE, TILE -SETTING EPDXY - 100% SOLIDS, INDUSTRIAL -GRADE 117 C02 N A SEE ROOM FINISH SCHEDULE 118 NOT USED 119 NOT USED 120- NOT USED 121 NOT USED _-- - ----------- - ROOM FINISH SCHEDULE NOTE: PROVIDE POSITIVE SLOPE TO DRAIN " SEE A1.0 FOR PARTITION TYPE 1 1 /2 AND ROOM FINISH SCHEDULE FOR WALL FINISH COVED QUARRY TILE BASE 1 1/2 x1 1/2 x3/16 ALUMINUM FRAME AROUND PERIMETER 1 14x1 14x32. N ""16" ALUMINUM / / / BAR GRATE W/ 1 " X 1 /8" CROSS GRATE QUARRY TILED INTERIOR 'n = 4 a CO a - d `' RECESSED MOP SINK. SEE - WATERPROOF MEMBRANE STRUCTURAL DRAWINGS TO BE APPLIED AT SUMP FOR SIZE AND LOCATION AREA AND 1 -0 PERIMETER PRE-FAB MOP SINK BY ADVANCE TABCO AT ADJOINING FLOOR AND AVAILABLE AS AN ALTERNATE OPTION, SEE WALL AREAS P4.1. WHERE PRE-FAB MOP SINK USED, SEE PLUMBING DRAWINGS DEPTH TO BE 8-7/8" TO ACCOMMODATE FOR DRAIN SPECIFICATION FACTORY BUILT MOP SINK DIMS. 8 MOP SINK A6.1 1 1/2 -i'-o MARK ROOM NAME WALLS CEILING * REMARKS GENERAL FINISH NOTES: 1. ALL FINISH SURFACES OF WALL AND CEILING MATERIALS SHALL BE CLASS BAND SHALL HAVE A FLAME SPREAD RATING OF 26 TO 75 AND A SMOKE DENSITY OF 450 MAX. (PER IBC TABLE 803.9). DECORATIVE MATERIALS SHALL BE FLAME RETARDANT AND MEET THE CRITERIA OF NFPA 701. 3. DECORATIVE MATERIAL SHALL NOT CONCEAL EXITS, EXIT LIGHTS, ALARM STATIONS, HOSE CABINETS, AND EXTINGUISHER LOCATIONS 4. WHEN BUILDING TYPE IS A NON-COMBUSTIBLE CATEGORY, ALL PLYWOOD SHALL BE FIRE RETARDANT TREATED. 5. A. FRP OVER CEMENT BD BEHIND 3-COMP SINK TO HGT OF BACK SPLASH B. TILE WAINSCOT TO 6' A.F.F. OVER CEMENT BD. OVER EXT GRADE PLYWOOD (NOTE 4) AT MOP SINKS 6. PROVIDE CEMENT BOARD BACKER OR EQUIVALENT AT ALL TILE LOCATIONS. 7. PROVIDE VAPOR BARRIER BEHIND PLYWOOD AT WALLS AND BEHIND GYP. AT CEILING * SEE CEILING PLAN FOR HEIGHTS & LAYOUTS ** VWC ON EXTERIOR WALL ASSEMBLIES TO BE PERFORATED z cn 3 �. � m c) < (a o w 18 � N - N � � N D O N N � N o = � 12 0° 0 9 g Lo c ^ SUBSTRATE FINISH 100 CUSTOMER SERVICE CEMENT BOARD TILE ** SEE DECOR DRAWINGS TILE AS NOTED ON A1.0 2 x2 ACOUST., PAINTED GYP. BD VERIFY FINISHES WITH DECOR COMPANY 101 DINING CEM BD GYP BD TILE/V.W.C. ** SEE DECOR DRAWINGS FOR EXTENT 2'x2' ACOUST., PAINTED GYP. BD _ PAINTED GYP. BD. VERIFY FINISHES WITH DECOR COMPANY VERIFY FINISHES WITH DECOR COMPANY 102 WOMEN'S TOILET CEMENT BOARD TILE SEE DECOR DRAWINGS FOR EXTENT 103 MEWS TOILET CEMENT BOARD TILE SEE DECOR DRAWINGS FOR EXTENT PAINTED GYP. BD. VERIFY FINISHES WITH DECOR COMPANY 104 105 SUPPORT 1 2" PLYWD NOTE 4 FRP STAINLESS STEEL CORNERS 2'x2' VINYL -FACED LAY -IN 2'x2' VINYL -FACED LAY -IN SEE NOTE 5 FOR WALL FINISH EXCEPTIONS ON co m I Z J m d U) Z � I N v- " ff) 3 z w 0 g m `` O � 0 z I z o o cr O w U 0 �' KITCHEN 1 2" PLYWD NOTE 4 FRP STAINLESS STEEL CORNERS, TILE OVER CEM BD AS NOTED ON A1.0 SEE SHEET A1.0 FOR EXTENT OF CEMENT BOARD SS OR CT 106 PRESENTER -1 CEM BD, 1 2" PLYWD NOTE 4 TILE TILE AS NOTED ON A1.0 2'x2' VINYL -FACED LAY -IN 107 ORDER 1 2" PLYWD NOTE 4 FRP 2'x2' VINYL -FACED LAY -IN 108 MANAGER'S AREA 1 2" PLYWD NOTE 4 FRP 2'x2' VINYL -FACED LAY -IN -'-.-- - - _ 109 - CREW ROOM ---/-_ _ __ _. _�)-_-----_--.. _--- CEM BD GYP BD __---- TILE .W.C. ** _ SEE DECOR DRAWINGS FOR EXTENT __-_- 2'x2' ACOUST. LAY -IN VERIFY FINISHES WITH DECOR COMPANY 110 COOLER N/A PRE-FAB METAL SKIN PANEL PRE-FAB METAL SKIN PANEL BASE SUPPUED BY KES 111 FREEZER N A PRE-FAB METAL SKIN PANEL PRE-FAB METAL SKIN PANEL BASE SUPPLIED BY KES - - 112 COMPUTER CLOSET 1 2" PLYWD NOTE 4 FRP . - __. PAINTED GYP. BD. 113 CREW ALCOVE 1 2" PLYWD NOTE 4 FRP STAINLESS STEEL CORNERS, TILE OVER CEM BD AS NOTED ON A1.0 2'x2' VINYL -FACED LAY -IN SEE SHEET A1.0 FOR EXTENT OF CEMENT BOARD SS OR CT 114 JANITOR'S CLOSET 1 2" PLYWD NOTE 4 CEM BD GYP BD FRP TILE .W.C. _ SEE DECOR DRAWINGS FOR EXTENT PAINTED GYP. BD. 2'x2' ACOUST. LAY -IN WITH HOLD DOWN CLIPS 2'x2' VINYL -FACED LAY -IN EXT GRADE PLYWOOD NOTE 4) SEE NOTE 5B OPTIONAL PEDIMAT. SEE DETAIL 71A6.1. VERIFY WITH MCD CONSTRUCTION MANGER 115 VESTIBULE 116 PRESENTER -2 CEM BD, 1 2" PLYWD NOTE 4 TILE _ TILE AS NOTED ON A1.0 117 CO2 1 2" PLYWD NOTE 4 FRP PAINTED GYP. BD. EXT GRADE PLYWOOD NOTE 4 SEE NOTE 7 118 NOT USED - - - --- c ^ cn 0 119 NOT USED - - - -- - 120 NOT USED 121 NOT USED -- _ _ NSN#: 40871 z Z A6. 1 FINISH SCHEDULES N a I 00 rM I 2'-2"X I C8 4" I 11 -TIER 2'-2"X I -' 8'-4" -TIER 2'-2"X 8'-4" I -TIER I 2'-2"X I 8'-4" —TIER I 2'-2"X I 8'-4"lj -TIER 2'-2"X I CIP 8'-4" I -TIER PANEL POS ORDER MON DOUBLE D/T CL 111'-6 1/2" '1 KITCHEN COVER SHEET. KI.O 1/_ l-o z O 1= d U LJ a w Q 0 re. ' Date- 706n8.1 1 •13: b#-(dA'00'.:k ci SrFR'ED.ARG� THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.1 1.2023 DATE w OG H v Q NLu O M LL �? F_ aaIt N EX m � jt~v0 �,�� Z i w Z w in O m a. a p. U J � p _ N N +' O O �_ O (n ' ` N D C .� c a) U U apo __ a) o a0� CD o p J ao�� pa-0p 0 0 Jo O �, E, ov3�• 0 ohm a V w p 0 �/ c`' O 61 GJ c O a'' Oy O � N Q 0 L U L O C .� a v, C OU C O U O C L U p C U p O p O C r/1 E °�vo�'6 c O C U El N 0 O+ x N O y p C N r N C L LrA rA J C O O N cu O Q C 2 U 0 U j p� p C C n.Nw C O O_ w U+N' _ N -aO U Q N y U:L D_N TE V oo��o�� n O d (n p O U Lp ��m� ago aty ao�rnN�v a N o- ��a��a� � a' w a w n 0 W N z Lu 183 = O V)N O N e N p Uj ^ O N N m m I c� z 0 _j m z W 10 Of zFx V m V) u c m m 0 cn h KEYED NOTES K �; V�z oA 4-,' K� SEATING AND KIOSKS MUST BE 5'-0" CLEAR FROM W 04 ro O 00 a:O N BEVERAGE CELL WALL cV W F Inch K2 CUSTOMER KIOSK & DECOR LAYOUT FOR NSN#: 40871 REFERENCE ONLY. VERIFY KIOSK PLACEMENT PER USRD APPROVED KIOSK REVIEW o zKl w *0 x 'n KITCHEN COVER SHT 99I-rjgfgwmT NMI NOTE: DIMENSION VARIES BETWEEN CLR/FZR & EXT. WALL 2" MIN. - 4" MAX. SEE ARCH DWGS. 15'-5" 3 1 O� 1 /2" 1 187.74 187.74 176.21 00 -� 94.; 188.oa 188.00 (MAC8X ON to i to I BLDG. I 1188.00 188.00 1 ROOF) 00 00 ,I I 0 I o0 94.; 00 0 188.oa 188A0 1 94.; 06 r - I 00 1 ss.00 18s.00 � I 94.: I 189.74 189.74 1 95.; r- I I 01 a°io 175.11 171.01 3'-1 1 /2' 9-- 00 if (� 11 189.74 II - II ELECTRICAL I I I PANELS LL =- J J I - I t---J T. 0 I N INCOMING WATER SERVICE ---n SQic40: w'•e 30.40"o �� II I I , II r I R •p• � 11I u' 1 � a I ( r-� -a O n 23 2.07 `� ' o I I I I I I N R 0 1 0 151.12 IR N 1rn I 1 00 [N I H 0 1-- M U") L0 R I T-- 0) �0 -I 0 p .- c IN to Lo59.0 32.04 Q M 700.02 160.01 37.03 JI I 157.00 191.00 191.01 \_ 222.01 11 ih - - - --- 214.02 I 1 tj I I I 221.01 ' 225.06 226.08 225.04 u12 - 2 225.03 225.05 01.13 M 217.13 2 - 217.14 -11 219.00 �- --- f - 45,02- , L -1220.00 196.05 � 14'-1 1 " 10'-7" 2'-2" 22" 4'-4" 42'-1 " - (HOLD)----------- 64'-2" 32 -6 HOLD -- (HOLD) r 72-PORT PATCH PANEL 68.25" R H CASHLESS SWITCH 81. - --POWER SERIAL HUBS, CABLE GAP ABOVE HUBS STRIP ISP AND CCU • O_ a5.5' I KYM, MULTIPLEXOR, MODEMS THIS SPACE RESERVED FOR- -ANY ADDITIONAL POS EOUIPMENT NON-POS SYSTEMS 79.25' (E LEARNING, SECURITY, MUSIC, ETC.) - UPS (LEFT) CASHLESS UPS (REAR CENTER) _ CASHLESS APPLIANCE (RIGHT) INFO RECORDER (FRONT CENTER) 2 COMPUTER CLOSET RACK 12'-2" COUNTER LENGTH- CUSTOMER 15' 15' I I f • ii'i�o1"I ■ l�rm� 1 MAIN I V V L ---- J 163.00 79.26 1139.04 1 96 163.01 130.00 183.02 99 1 s3.o2F 9.20 12'-9" 2'-8" 1_ 5'-3" 1 L----J - 96.21 69.00 � I • o: 2'-6" 1, 2'-8" 1,2'-2" 1, 3'-7" 1.17" 14'- `I.16kl•i to-014 23 47.06 R 116 23 123.40 125.00 E23- 5.0 117 30 700.09 125.00 4'-0" 122.28 14 -1 1$1.14 \_ I 181.00 143.02 191.02 191.04 219.06 153.04 4'-5" 0" 197.03 1, 2'-6" 2'-11" 9'-7" (CLEAR (HOLD) ,. 43'-0" (HOLD) 0 I 43.21 4'-2" M DRAWING NOTES 1. ALL DIMENSIONS SHOWN ARE TAKEN TO FACE OF WALL FINISH 2 * INDICATES OPTIONAL EQUIPMENT OE'F�0R 3. KES TO VERIFY ALL BLOCKING FOR WALL MOUNTED EQUIPMENT AS I I 5�P•�P�K R y!p9 REQUIRED BY GENERAL NOTE 9 ON A1.0 PRIOR TO INSTALLATION I I op 12'-2" _ I Date:-Td�n8.11 ' 3'-6" 3'-2" _2'-6" 1, 3'-0" t (MOBILE) 3'-0" MI ORDER (PICKUP) 4'-2" - Cli 2. aog Do�ln RED 11 I I 4 N N N I 215.0713 THIS DOCUMENT HAS r I BEEN DIGITALLY SIGNED 19.00 - - - - r� I I I I AND SEALED. PRINTED 219.05 I I 3 9.15 I COPIES OF 1HE 206.01 219.05 II II I DOCUMENT ARE NOT 0 2 181.13 23.10 1.63 II I I I CONSIDERED SIGNED AND I SEALED. THE SIGNATURE I ;� 205.08 46.00 177.03 I I 216.00 51.03 MUST BE VERIFIED ON I I I 163.02 3 -2" 2'-2 - - 2'-8" 1, 3'-0" 9'-5" I I ANY ELECTRONIC COPIES OF 1'HE DOCUMENT 07.28"2023 203.01 IIIIII 111111 I I mm uuu R DATE 201.21 203.03 null o mm r• 9 IIIIII IIII�I 197.0a I I w z 0 o_ 0 w 0 LAJ Of 163.00 a 163.01 207.01 205.09 5 I II 2. I 01 3 --- N c r`°- N p II I 215.04 1 Z 5 a 4 �i f�At - ---- ------------------ 8505 : 1 . �• PIUKUN ORDERING MOBILE (, 3'-0' 2'-6" 3'-2" 3'-6" 4 FRONT COUNTER ELEVATION 2.0 1 /4" = 1'-0" FRONT OF RESTAURANT 7--8" (CENTER OF CHASE) 0 � ■ III �� _ _ - � HAND III ® III ■ I, •SINKIII ,W 8, Jill Eli I 183.02 23.14 25.06 44.45 51.03 23.12 25.95 51.03 21.01 219.05 24.02 45.20 21.01 9.16 51.04 215.02 21.01 46.02 51.04 217.13 216.00 25.01 1216.00 10 �� II tT --- i Q J l7 M Z w ui w 2 in 0 25.07 39.10 - - - °�- M a 26.01 40.00 41.06 _0 10'-0" 2'-7" 1 3'-2" 01 30'-4" (HOLD) _I O c + O a� q V (n C N (n m . v c n o-v v v v- N n 0 rn v>> ova,UDmov d O N U O p o --� �4rUn+lE rpoU oc -- - ICE o N � `N OCa °C a O -C w p U O p 0 O KITCHEN E UIPMENT Q PLAN L�c-arn° y _E cnLc3 Vc g C U C O y 0 c m c ° IC K2.0 U v - O - c O , U (D 6 (U O m c rn "O ° U + 2 c O ° O c (I)0 VI a a) .N r= g w U L O ° T c: 0)p V ° * au N o N U C O 71 'Ll p C1 C-L 0 ; �v O"c°� 3 0 p 0 _ 0 U S N LJ 7 ((n (U U N a O to cc oc- + (n .� a 1 Q 0 tci_) N N N Ld N a = O ^� 04 m QO I IL 11 J (� gal m �_ I I o Z 7E 1� Q o V)CD 1 e O 0 o - • `- ' 0 ff N r o w L) c n - ON 0000 �W'' 4'-0' °fo NSN#: 40871 7 COMPACT OPTIMIZED PREP LINE z Z KZ. U KITCHEN PLAN x = Optional Equipment _VIF Verify in Field _ GC = General Contractor =Relocated Equipment EQUIPMENT SCHEDULE ITEM 0 QTY DESCRIPTION MANUFACTURER MODEL # UL NSF FURNISHED GENERAL REMARKS SPECIAL REQUIREMENTS x Optional Equipment VIF Verify in Field GC General ContractorR R Relocated Equipment EQUIPMENT SCHEDULE _ ITEM 0 QTY DESCRIPTION MANUFACTURER MODEL # UL NSF FURNISHED GENERAL REMARKS SPECIAL REQUIREMENTS } � 1.40 1 SERVICE POD - 30" DECOR SEE PLAN - 2 GC - 187.72 1 FREEZER SHELVING 24" x 42" x 74" H. - 4-TIER ISS SHELVING FSMS/FSMA742442E - 2 KES - Z p U V) w 1.51 1 PICKUP POD - 36" DECOR SEE PLAN - - 2 2 GC GC T - 1.52 - 1.63 1 PICKUP POD - 42" _._ ----- DECOR SEE PLAN - 187.74 2 FREEZER SHELVING 24" x 54" x 74" H. - 4-TIER ----- ---- ISS SHELVING - FSMS/FSMA742454E ------ -- - 2 - KES - -- 1 McDELIVERY PICKUP COUNTER DECOR SEE PLAN - - 2 2 GC KES ---- _ - -----i ---- - - 2.05 1 UNDER COUNTER CART - 24"W x 18"D FRONT COUNTER INTERMETRO UC18-DMS 187.75 2 FREEZER SHELVING 24" x 60" x 74" H. - 4-TIER ISS SHELVING FSMS/FSMA742460E - 2 KES - 9.08 2 UTILITY CHASE - ICE MAKER ON ABS VERSION KES 5"x8"x23" - 2 KES CONCEALS WATER AND CONDENSING UNIT LINES 188.00 10 DUNNAGE RACK 22" x 36" INTERMETRO HP2236PD - 2 KES - 9.15 9.16 1 UTILITY CHASE - FFDT INTERIOR WALL KES 20"x5"x76" - 2 KES KES 4 SECTION CHASE FOR BUYOUT RECEPTACLES, POS, CO2 AND WATER 4 SECTION CHASE FOR BUYOUT RECEPTACLES, POS AND WATER 188.07 1 UNIVERSAL STAGING CART ISS SHELVING WST1384Y - 2 KES - 188.08 1 DUNNAGE RACK 22" x 30" INTERMETRO HP2230PD - 2 KES - 1 UTILITY CHASE - FFDT EXTERIOR WALL KES 20"x5"x76" - 2 188.09 1 DUNNAGE RACK 22" x 48" INTERMETRO HP2248PD - 2 KES - 189.71 2 COOLER SHELVING 24" x 36" x 74" H. - 4-TIER ISS SHELVING FSMS/FSMA742436E - _ 2 KES - 9.18 2 UTILITY CHASE -WALL VERSION KES 4"x4"x82" - 2 KES CHASE FOR BULK OIL LINES, MOUNT AT 2'-0" 9.20 1 UTILITY CHASE - COMBI CELL KES 4"x8"x84" - 2 KES CHASE FOR BUYOUT RECEPTACLES AND WATER 189.74 4 COOLER SHELVING 24" x 54" x 74" H. - 4-TIER ISS SHELVING FSMS/FSMA742454E - 2 KES - 19.00 2 DIGITAL ASSEMBLY CART_ - 48" INT_ERMETRO IMI CORNELIUS MCDDAC-48 621058590LON - - 2 - KES KES - INSTALLATION KIT INCLUDES STAINLESS STEEL CHASE & DATA LINE - - 20.01 2 ______ __ AUTOMATED BEVERAGE SYSTEM 2.0 190.06 1 TWO SHELF WALL KIT - 24" x 60" INTERMETRO SH04-S - 2 KES - 191.00 1 VALANCE SHELVING - 18" x 36" INTERMETRO M 1836C-MP - 2 KES MOUNT AT 6'-8"AFF TO SHELF BOTTOM OTHERWISE NOTED 21.01 3 COFFEE BREWER (THERMAL POTS) _ BUNN-O- MATIC AXIOM-DV-3 E32066 4 KES W/ELECTRONIC CONTROLLER FOR CONVERSION TO LOW OR HIGH VOLTAGE 191.01 1 VALANCE SHELVING - 18" x 48" INTERMETRO M1848C-MP _ - 2 _--UNLESS KES MOUNT AT 6'-8"AFF TO SHELF BOTTOM UNLESS OTHERWISE NOTED 3.10 23.12 23.14 1 _ 1 ESPRESSO BREWER FRANKE FM850 - 4 KES KES - _ _ - _ _ COFFEE CREAM DISPENSER SURESHOT AC11O-PC-51 __ E217698 __ 20 191.02 1 VALANCE SHELVING - 18" x 60" INTERMETRO M1860C-MP - 2 KES MOUNT AT 6'-8"AFF TO SHELF BOTTOM UNLESS OTHERWISE NOTED 1 SUGAR/SWEETENER DISPENSER SURESHOT AC2-GP-1-G38 E217698 18 KES - - --� - H 191.03 1 VALANCE SHELVING - 18" x 30" INTERMETRO M1830C-MP - 2 KES MOUNT AT 5'-O"AFF TO SHELF BOTTOM FOR ABOVE WASHER APPLICATION 24.02 1 JUICE DISPENSER BUNN-O- MATIC JDF-2S - 18 KES - 25.01 4 SLIMLINE ICED BEVERAGE DISPENSER _ BUN_N-O- MATIC TDO-N E32066 4 KES KES TO VERIFY EXACT QUANTITY PER MARKET 191.04 1 - VALANCE SHELVING - 18" x 36" INTERMETRO M1836C-MP - 2 KES MOUNT AT 5'-0"AFF TO SHELF BOTTOM -W/ST STL LINER FOR SALAD EQUIP 25.06 4 SLIMLINE ICED BEVERAGE DISPENSER -SHORT BUNN-O- MATIC TDO-N LP E32066 4 KES KES TO VERIFY EXACT QUANTITY PER MARKET - 25.07 1 INFUSION TEA BREWER - MIS BUNN-O- MATIC ITCB-DV E32066 4 KES PROVIDED WITH BREWER, INSTALLATION KIT AND TDO-N BOOSTER 194.36 4 DRY SHELVING 26" x 100" x 84" H.-4-1IER - MOBILE DENSTOR - - 2 KES - 25.95 4 SLIMLINE ICED BEVERAGE DISPENSER - 2 TIER STAND KES - _ 2 KES _ 195.36 3 DRY SHELVING 26" x 100" x 84" H.-S-TIER- MOBILE DENSTOR - - Z KES - `G � �O R 26.01 1 TEA BREWER TABLE - 36"X36" ISS SHELVING WST1758C - 2 KES - 196.05 1 SAFE - STANDARD BLDG. - RIGHT HINGE NKL BSD4125FGXR-MC - - OWNER 31.03 1 SODA SYSTEM PACKAGE B.I.B.(RECIRCULATING- 3 TOWERS - REMOTE _ MULTIPLEX 50GRO4 E121876 18 KES - 197.00 3 STAINLESS STEEL HAND SINK ADVANCE TABCO 7-PS-61 - 2 GC REFER TO PLUMB. DWGS. FOR DETAILS SOAP & TOWEL DISP. BY OTHERS PROVIDE SIDE SPLASHES (7-PS-11) WHEN REQUIRED BY LOCAL CODE 32.02 1 REVERSE OSMOSIS WATER FILTRATION SYSTEM - TANKLESS EVERPURE ENVI-RO-600 _ EV9337-26 - _ - KES FOR COFFEE MAKER, ESPRESSO MACHINE, AND RAPID BUN STEAMER 197.01 1 HAND WASH TIMER NATIONAL CONTROLS TMD-T1715-120 E53595 - KES y��K ; Date:' 4RI,8.11 Mtn•'•• ; . sJ ov, '• ••' �'�� FRED•ARG� ' 197.03 2 STAINLESS STEEL HAND SINK - ADA ADVANCE TABCO 7-PS-26 - 2 GC REFER TO PLUMB. DWGS. FOR DETAILS, SOAP & TOWEL DISP. BY OTHERS PROVIDE SIDE SPLASHES (7-PS-11D) WHEN REQUIRED BY LOCAL CODE 32.04 1 WATER FILTRATION SYSTEM EVERPURE - - KES - _ 32.05 1 WATER FILTRATION SYSTEM EVERPURE EV9272-24 - - KES FOR COMB[ OVENS AND STAGING CABINET 201.13 1 DRIVE-THRU CASH STAND - 21 " D x 48" W INTERMETRO DT48-8 - 2 KES SOLID WORK TOP, WIRE SHELVES 36.00 2 BULK COKE CHART INDUSTRIES 10667511 - 18 MANU- FACTURER SYRUP LINES BY CHART INDUSTRIES 201.15 1 READY NEXT DRIVE-THRU ASSEMBLY CART - 12" D x 36" W INTERMETRO DTPC-36 - 2 KES - 37.00 1 BULK CO2 - 750 LB. CHART INDUSTRIES CARGO -MAX 750 - - MANU- FACTURER - 201.16 2 DRIVE-THRU ABS CART KES - - 2 KES ASS DRINK STAGING CART WITH TROUGH ---- 201.18 2 -- - CBB STAGING CART - - INTERMETRO MCD-CBB - -- 2 KES201.21 - - -- 37.03 2 CO2 SAFETY SYSTEM SEE RMKS - - - KES SEE MECHANICAL DRAWINGS INCLUDES DETECTOR AND (4) AV ALARMS 1 BLZ FRONT COUNTER TABLE - 30" D x 14" W INTERMETRO MCD1430-BLZM - 2 KES W/ CASTERS AND OVERSHELF 38.00 1 CLEAN IN PLACE PANEL CHART INDUSTRIES 10667431 - 18 MANU- FACTURER MOUNT 6"W x 7"H. BOX O 6'-0" AFF TO BOX CENTER LINE 203.01 1 HEAT TREAT COMBINATION SHAKE/SUNDAE MACHINE CARPIGIANNI K3 SA4203 6 KES SUPPLIED WITH CONE DISPENSER AND 7'-6" LONG CORD 39.10 1 JICE MACHINE - 1400 LB. MANITOWOC IY150ON3/ B970 SA4027 12 KES USE HEADMASTER KIT K00221 THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE COPIES DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 07.28.2023 DATE 203.03 1 CUP/CONE DISPENSER KES - - 2 KES - - - 39.15 2_ 1 ICE - 1000 LB. MANITOWOC IBT1020C-161 SA4027 - 12 2 KES KES CONDENSER: CVDT120_0 CONCEALS WATER AND CONDENSING UNIT LINES 40.00 _MACHINE ICE MACHINE CHASE KES 4"x6"x48" 205.08 1 BIC MACHINE MULTPLEX MA-8-2 SA12070 6 KES 205.09 1 FROZEN BEVERAGE DISPENSER IMI CORNELIUS VIPER 3 SA2128 6 KES _ 41.06 1 ICE MACHINE REMOTE CONDENSER - 1400 LB. MANITOWOC JCT-1500 SA4027 12 KES - 206.01 1 SPECIALTY BEVERAGE STANDOFF SHELF KES KES - 2 KES MOUNT SHELF O 2 -6 AFF - - 41.09 2 ICE MACHINE REMOTE CONDENSER_- 1000 LB. MANITOWOC CVDT1200-263A SA4027 12 KES - 207.01 1 BLENDER - RAIL MOUNT - MCFLURRY - VITAMIX - 056385 - - 8 KES SUPPLIED MOUNTING BRACKETS 43.21 - 44.45 1 OPTIMIZED ORDER ASSEMBLY TABLE KES 90001 E152097 2 KES _ - - 207.09 1 DESSERT BUTLER KES - - 2 KES _ _ 1 MEDIUM RISER SHELF - 31" TO 43" KES KES _ _ - BV36-4 - _ - 2 2 KES KES _ - - FIELD CUT ON BEVERAGE CABINET BY KES INSTALLER _ _ - 211.00 1 DELIVERY TABLET APPLE IPAD - - DELIVERY PARTNER QUANTITY DEPENDENT UPON NUMBER OF DELIVERY PARTNERS 45.01 1 1 BEVERAGE CABINET - 36" WIDE 45.20 MODULAR BEVERAGE CABINET - 10'-0" KES - - 2 KES _ - _ - 213.00 1 TABLE LOCATOR SYSTEM LRS TRACKER PRO - - OWNER _ 214.02 - 1 - TECHNOLOGY RACK BY OWNER BY OWNER OEM - OWNER V.I.F. EXACT LOCATION FOR NETWORK RACK 46.00 46.02 1 CUP DISPENSER VERTICAL 3 CUP KES 2 - KES _ - --_- - 215.00 1 _ POS REGISTER - FRONT COUNTER BY OWNER BY OWNER OEM - OWNER INCLUDES MONITOR AND CPU 1 1 SYRUP BOTTLE RACK - (5) SYRUP PUMPS PRONTO - - - 2 7 KES KES - LOCATED UNDER PREP TABLE OVERSHELF 215.02 4 POS REGISTER - 2 WINDOW D/T BY OWNER BY OWNER OEM - OWNER INCLUDES MONITOR AND CPU 47.06 CHILLED RAIL KES - 215.04 9 POS - KVS MONITOR BY OWNER BY OWNER OEM - OWNER - V o Q CMc LU W_M N Z 5Q 4 to ,n 49.00 1 CO2 FILL BOX - 6 1 /2"W x 18"H CHART INDUSTRIES 8512629 - - MANU- FACTURER SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHT. INSTALLED BY GC 215.07 1 POS REGISTER -DELIVERY BY OWNER BY OWNER OEM _ OWNERre _UJI 216.00 7 POS - VIDEO MONITOR BY OWNER BY OWNER E106786 - OWNER SUPPORTS INSTALLED BY GC IF REQUIRED - MOUNT O 5'-8" AFF FOR APPLICATIONS ABOVE ABS, MOUNT AT 6'-6" AFF 51.03 3 CUP LID HOLDER 3 HIGH S/S KES - - 2 KES - 51.04 2 CUP LID HOLDER SINGLE STACK 8" HIGH FRY BAGGING STATION 36" KES - - 2 KES 217.13 3 MERGE POINT MONITOR (DOUBLE DRIVE-THRU) BY OWNER BY OWNER - - OWNER DRIVE THRMONITORS U SYSTEMUIRED FOR SIDE BY SIDE - 61.00 1 KES F625A E99018 2 KES - - 65.30 1 1 2 3-VAT LOV FRYER - ELECTRIC - F/F/F HENNY PENNY LVE-203 E30993 4 KES - 217.14 1 POS - ORDER MONITOR (DOUBLE DRIVE THRU) BY OWNER BY OWNER E106786 - OWNER SUPPORTS INSTALLED BY GC IF REQUIRED - MOUNT O 5'-8" AFF 66.47 4-VAT LOV FRYER - ELECTRIC - S/S/S/S HENNY PENNY LVE-204 E30993 4 KES - - - - - 217.19 1 WIRELESS HEADSET BASE STATION HME NEXEO HDX _ - OWNER - 69.00 CAPTURE JET PLENUM - FRYER HALTON CJP-F MH27607 2 _ KES ATTACH TO UNIVERSAL EXHAUST HOOD 217.24 1 DANGER POINT MONITOR (DOUBLE DRIVE-THRU) BY OWNER BY OWNER - - OWNER MONITORS ARE REQUIRED FOR SIDE BY SIDE DRIVE THRU SYSTEM 69.01 12 CAPTURE JET PLENUM - GRILL HALTON CJP-G MH27607 2 KES ATTACH TO UNIVERSAL EXHAUST HOOD 73.00 1 UNIVERSAL EXHAUST HOOD 3-VAT FRYER KES UH-50 MH12755 2 KES - 217.26 1 ZOOM TIMER HME ZOOM NITRO - - OWNER - m .�� 'i v` O 79.23 1 UNIVERSAL EXHAUST HOOD FULL-CLAM/4-VAT FRYER KES UH-122 MH12755 2 KES - 219.00 4 POS - RECEIPT PRINTER BY OWNER BY OWNER_ OEM - OWNER -OW - - 0 J h w uw - m 219.05 7 STICKY LABEL PRINTER BY OWNER BYOWNER OEM - OWNER - - - 79.26 2 VENTLESS HOOD FOR COMBI OVEN CONVOTHERM CONOVENT MINI 6.10 E325060 2 KES - 219.06 1 LABELING SYSTEM TRANSACT 9700 - - KES - of 80.00 1 MECHANICAL CHASE KES 9"x18" SGCL E163328 2 KES - 220.00 1 POS - COIN DISPENSER BY OWNER BY OWNER OEM - OWNER - w 80.08 1 MECHANICAL CHASE KES 9"02" S_GCL E163328 2 KES - 221.01 1 POS - OFFICE BY OWNER BY OWNER OEM - OWNER - i c: O CL n °• 81.00 1____ - KES - - _ - _ _ 2 _ KES _ - _ 221.09 1 0/0 EQUIPMENT RACK TRIPP-LITE SRW12USDP - - OWNER AVAILABLE THROUGH POS SUPPLIER 81.01 1 PRODUCT LANDING SHELF - SOLID TOP 222.01 1 TIME CLOCK BY OWNER 8Y OWNER OEM - OWNER - J o o '0 ° w � C .N tai� m ° `° c ° •`-• ° o ,°, ° u, > ; U ° a) ay 0-0 ° ° a� °' o °' c a 3 a) E - o ° Cl CL g ° ° - N y " U :� " C Q' �, ` Qj N o •� ° 0 (/� o c 0, - ° o - a N �++ u ° c Q1 o o 0 0 a r. c o - N o C c c Q' a ° ° o o u, E C O U 0 ° C X , c CU - N c� " ;u n _ ` ° � ~ •� Z,: o o a�'� ° c c V5 u c u ° N o - " ° U m ON C p U cn. �.- o y-- c Q U O V L UJ 0 7 N 7 0 N V o ° S L , 1 o 0-0 a ° ` 0.0 o a ° o � -° (ni O °d v01, aL°y' `-' v a ° o . c »� n� a, & C -C a3 rL N a 82.00 1 LANDING TABLE INTERMETRO TLDP-S - 2 KES - 223.07 1 IWASHER - ELECTRIC _ WHIRLPOOL _ CAE2793BQ - - KES _ - _ _ 85.05 1 FROZEN FRY DISPENSER RAM 280-FP E140753 4 KES - 225.03 1 OFFICE PACKAGE/DESK UNIT DENSTOR 2000-0100 - - KES WORK SURFACE 75% (1) DESK PEDESTAL W/ 2 DRAWERS AND (1) PEDESTAL W/ 3 DRAWERS 91.02 1 WALL MOUNT FREEZER UNIT -SINGLE WIDE -HIGH CAPACITY KES HCWFI SA7329 7 KES AIR-COOLED, SELF-CONTAINED - MOUNT BOTTOM AT 51 " AFF HCWF1.99A INSTALL HARDWARE KIT REQUIRED 225.04 1 OFFICE PACKAGE/ 2-WALL CABINETS DENSTOR 2000-0200 - - KES - - - - 93.00 1 UNIVERSAL EXHAUST HOOD FULL -CLAM GRILL KES UH-43 MH12755 2 KES - 96.21 2 36" NEXT GEN 3-PLATEN CLAMSHELL GRILL - ELECTRIC GARLAND ME-3PX E28898 4 KES - 225.05 1 OFFICE PACKAGE/HIGH WORK SURFACE DENSTOR 2000-0300 - _ - KES W/ (6) L-BRACKETS - WORK SURFACE IS 75" W. - CUT IN FIELD IF REQUIRED 97.08 1 MEAT FREEZER -DOUBLE WIDE -HIGH CAPACITY - RIGHT HAND KES HCMF30B-RH SA6032 5 2 KES AIR-COOLED, SELF-CONTAINED 225.06 1 OFFICE PACKAGE W/3 DRAWER LATERAL FILE DENSTOR 2000-0400 - - KES - 226.08 3 CREW LOCKERS -12" x 12" x 18" (6 HIGH) DENSTOR 3-121278 - 2 KES - 99.01 2 GRILL TOOL ORGANIZER - 43" HOOD KES - - 2 KES - 237.00 1 PIE DISPLAY PRINCE CASTLE 524-MCDC E341354 4 KES PROVIDE WITH S/S PANEL 110. 11 1 OPTIMIZED BREAKFAST TABLE KES OBT - 2 KES - 116.23 2 UNIVERSAL HOLDING CABINET - HIGH DENSITY - 2-SIDED - PIN & SLEEVE FRYMASTER UHCHD6T E44571 4 KES - 700.02 2 MOP SINK GC - - 2 GC - 700.06 1 WATER HEATER - ELECTRIC - 54KW GC SEE RMKS - 2 GC REFER TO PLUMB. DWGS. FOR DETAILS 117.30 1 -- 1 UHC TABLE COPL - 2 SIDED - 51 "D x 34"W - PIN&SLEEVE KES --__ _ AMANA ACP 91011 - MC23MPW2 MCMOC24 - E40456 - 2 4 4 KES KES KES - - - _. 700.09 1 ECONOMY OEP BOX W/MOUNTING HARDWARE ACS OEP-6 E71309 - KES 6" W x 24" D. 700.10 X 1 BULK OIL SYSTEM RTI BI-3F SEE RMKS 4 MANU- FACTURER IF AVAILABLE IN MARKET - ETL ELECTRICAL RATING: 9900762 118.00 WING OVEN PIN &SLEEVE WING OVEN -PIN &SLEEVE --- 118.03 2 - 700.11 1 OEP UTILITY PANEL W/ MOUNTING HARDWARE - STATIC BOX H&K DALLAS - - - H&K DALLAS 2'-4"x2'-4" x4" HIGH BOX 122.27 1 NEXT GEN. UNIVERSAL RADIANT TOASTER - PIN & SLEEVE ANTUNES HRT-5H - 4 KES - - 700.18 IX 1 BULK OIL FILL BOX - 8"Wx10"H RTI - - - MANU- FACTURER SEE EXTERIOR ELEVATIONS FOR MOUNTING HEIGHT, INSTALLED BY GC 122.28 1 NEXT GEN. UNIVERSAL CONTACT TOASTER - PIN & SLEEVEO ANTUNES HCT-5H - 4 KES - SEE SHEET K 2.0 FOR EQUIPMENT , KITCHEN SCHEDULE LAYOUT AND TAG IDENTIFICATION 36 1 ECU TABLE - COPL KES 90165 - 2 KES - 123.37 1 1 BREAKER PANEL- 125 AMP - 1 PHASE - EQUIPMENT MOUNTED KES - - - KES - 123.40 _ PREP TABLE - HD - 2-SIDED COPL - 38"D x 83 1 /2" - PIN & SLEEVE W/REF. KES 91010 - 2 KES 125.00 2 RAPID BUN STEAMER PRINCE CASTLE 625-MFY 4 KES 130.00 -- 131.00 134.02 2 COMBI OVEN - - -- CONVOTHERM MS6102083LCMD1 - 4 KES - 2 BISCUIT OVEN WELLS M4200-4 E6070 4 KES - 1 VEGETABLE SINK KES SK04-4 - 2 KES - - - 137.00 1 36" x 36" x 1 "D. STAINLESS STEEL INSULATED PANELWALL KES - 2 KES MOUNT AT 36"AFF TO BOTTOM OF PANEL z O L I N N El M N O N w N_ �' o J w N m w a N N I'� G N Cn o 139.04 1 COMBI OVEN STAND - DOUBLE_ WIDE KES - - 2 KES - 143.02 1 BISCUIT DOUGH MIXER - 12 QUART UNIVEX SRM12M-1 - 8 KES - 151.12 1 CLEAN DISHTABLE - LEFT HAND - 28.23" KES SK-SPL - 2 KES - 151.20 1 SOILED DISHTABLE - RIGHT HAND - 115.5" WIDE - NC CODE KES ECOLAB INTERMETRO INTERMETRO SK-SPL _ QSR TSC SHSS-4 SW1812-MPS - E5956 - _- - 2 3 2 KES MANU- FACTURER KES- - PROVIDE VAPOR VENT - REQUIRED 152.05 1 1 WAREWASHER C:)w N m m 1 U z =� m in <C (/) Q N �� N N 3 z w z w m w w z J Z A o o 0 O W U L) 153.00 - 153.04 154.00 SCULLERY SHELVING KIT - 3 TIER - 14" x 36" - - - 1 - SMALLWARE WALL ORGANIZER --- 2 KES - - - 1 BRUSH CABINET KES 8047 - 4 KES _ - 157.00 1 TRASH LINER DISPENSER SHELF KES A0053 - 2 KES - 159.03 1 UNIVERSAL PARTS CART - 36" W INTERMETRO MCD-1836UPC - 2 KES - 160.01 4 CHEMICAL SYSTEM ECOLAB - - - MANU- FACTURER - 163.00 2 FIRE EXTINGUISHER - 5 LB. - ABC ANSUL SEE RMKS - - SEE RMKS LOCAL ANSUL AGENT SPECIFIES, SUPPLIES & LOCATES PER LOCAL CODE 163.01 2 FIRE EXTINGUISHER - 6 L - K GUARD ANSUL SEE RMKS - - SEE RMKS LOCAL ANSUL AGENT SPECIFIES, SUPPLIES & LOCATES PER LOCAL CODE 163.02 4 REMOTE ANSUL PULL ANSUL 4835 EX3470 - SEE RMKS CODE MAY REQUIRE LOCAL ANSUL AGENT TO SUPPLY 171.01 - 174.00 175.11 1 WALK-IN COOLER FREEZER FLOORLESS / NORLAKE - BOHN - - MAC8XS6CA E42763 SA4272 7 - KES - - KES - BEACON II SYSTEM 1 -- - --- -- REMOTE CONDENSING UNIT _ 1 COOLER EVAPORATOR BOHN _ ADT104BEB2N6MK SA1525 - KES BEACON SYSTEM II EVAPORATOR _ 176.21 1 FREEZER EVAPORATOR BOHN LET180BEB2N6MK SA1525 - KES BEACON SYSTEM II EVAPORATOR 177.03 1 REACH -IN REFRIGERATOR -SINGLE WIDE BEVERAGE AIR HR1 HC-1 HS SA2651 7 KES - 178.05 _ 181.00 3 REACH -IN FREEZER - SINGLE WIDE BEVERAGE AIR BEVERAGE AIR HF1 HC-1 HS WTR27 SA2651 SA2651 7 7 KES KES - 1 REFRIGERATOR - WORK TOP - 27" WIDE 181.13 1 REFRIGERATOR - SPECIALTY COFFEE- 27" WIDE TRUE TUC-27 MCDCFI SA33040 7 KES RIGHT-HAND HINGED NSN#: 40871 z 1 N KITCHEN SCHEDULE 181.14 183.00 1 REFRIGERATOR - WORKTOP - 48" WIDE TRUE TWT-48 MCD1 SA4065 7 KES - 1 REFRIGERATOR/FREEZER - 2 DRAWER BASE - 30" W X 33" H KES 18012498 SA4044 7 KES -K2* 183.02 4 REFRIGERATOR/FREEZER - 2 DRAWER BASE - 30" W X 30" H KES 18021304 SA4044 7 KES - J 3 z 0 0 z Z) 0 0 _ co I co M 10'-4" 4'-4" 9 10 2.0 2.0 50'-11X" 3 2.0 4'-4" 21'-4" SHEAR WALL "A" _ I_ I 5 3 2.0 A 111'-4" 10'-0" 4 � 2. 28'-4-Y4" 3'-4" 4'-6" 3 5 T2. 2.0 r�? 11'-0y4" L J \ i E 04" 2'-0 -6" 2'-6" _ I F2 N _ 0 1 �-- i=vvic� 9I o 2.0 F1 i i4 8" I INSULATED SLAB "A" SIM. 0 FREEZER SHEAR WALL 0 4-0 14 -9" VERIFY EXACT 3'_p" 2.0I °I SIZE &LOCATION W/ SUPPLIER -- -- - -- -- -- -- -- -- -- I 9Y4 SHEAR = " WALL "B" '- :.�,.,.;.•::.,, {-` �'�`�r 6" CONCRETE PAD UNDER �'� SHEAR WALL "E" REINF: #5 VERT. BARS x A-2 ",: :.., ti ;~..' WASHER (OPTIONAL) & I I 0 16" O.C. W/ DOWELS INTO FOUNDATION WATER HEATER. = o 2.0 AND #5 HORIZ. BARS 0 24 O.C. MAX. I '% •~`: ;'; I , i I ^ I PROVIDE SLAB W/ 180' HOOKS AT ENDS AROUND VERT. Ir m (3) 2x10 REDWOOD "� ��, ::::` '� BLOCKOUT AT REINF. (SEE 8/S2.1) SLEEPERS TYP. ON I ':�:'';:; �:'::.: I I INTERIOR COLUMNS = �I I ALL FOUR SIDES OF : • : I FREEZER TO PROVIDE THERMAL BREAK I i I N F3 N I 9Y4" I I I ROLLING SHELVING TRACK 57'-44" I VERIFY EXACT SIZE &-0" I 3 LOCATION W/ SUPPLIER 2.0 2 I I 2,p FLOOR SLAB IN THIS AREA SHALL BE LEVEL WITHIN 1 /4" TOLERANCE AT ELEV. NOTED of 1 i RECESSED MOP SINK SEE 8/A6.1 AND 6/S2.0 F. 1 . L COORDINATE FREEZER CONCRETE OTHERWISE SLAB SHALL BE REPLACED AT FOR ADDITIONAL DETAILS EDGE DIMENSIONS W/ FREEZER THE EXPENSE OF GENERAL CONTRACTOR I I DWGS & McDONALD'S I I CONSTRUCTION MANAGER - - I I 2" I I 7'-°)�" ' -` /F •' �: 00 i i o 5" CONCRETE SLAB W/ FIBERMESH I OR 6x6-W2.OxW2.0 WWF. T/SLAB 0 'n EL 0'-0". PROVIDE MIN. 15 MIL 4 2,p 6" CONCRETE PAD RECESSED MOP SINK VAPOR BARRIER UNDER SLAB (LAP » JOINTS 6 MIN.). SEE SOILS REPORT I 2. UNDER ELECTRICAL SERVICE. VERIFY PAD SEE 8/A6.1 AND 6/S2.0 I FOR SITE PREPARATION MEASURES = DIMENSIONS MATCH FOR ADDITIONAL DETAILS PRIOR TO POURING FOINDATIONS AND F2 = �± 3 SUBMITTED MDP. ANY ADDITIONAL INFORMATION. F2 I i I N 2.0 I = = CONTROL JOINT SEE SHEAR WALL "D" REINF: #5 VERT. BARS 5 -to 15'-1" '-0" v 1/S2.1 FOR DETAILS 0 16" O.C. W/ DOWELS INTO FOUNDATION 2.0 I ! HORIZ.AND #5 S I � 4 W/ 180' HOOKS AT ENDS AROUND VERT. o V REINF. (SEE 8/S2.1) = I I SHEAR WALL "C" o I 3 SIM. I 3 = 0 E///I//////////Z////-//777//XZZZ/////////////VZ 2. ih I I V) IIAXXXXXXXXXXXXXXXXXXXXXXxxxxxXXXXXXXXXXXXXXVZI 1A111 .11111xllllzllllllzll11111117771711 7717 %.. 3 2.0 31'-8" 35'-8 NOTES: 1. TOP OF FOOTING 0 EL (-1'-4") UNLESS NOTED OTHERWISE. 2. SEE SHEET S4.0 FOR GENERAL STRUCTURAL NOTES. 3. PROVIDE POSITIVE DRAINAGE TO ALL FLOOR DRAINS/SINKS (MIN. 6" BEYOND DRAIN) SEE PLUMBING DRAWINGS FOR EXACT LOCATIONS 4. SEE SHEETS S2.1 & S3.2 FOR WALL REINFORCEMENT DETAILS. 5. SEE 3/S2.1 FOR TYPICAL CORNER BAR DETAILS. 6. SEE 1 /S4.0 FOR CMU JOINT REINFORCEMENT. � FOUNDATION PLAN 1.0 1 /4"=1 ' -0" 4 3 4 3 2.0 2. 2.0 2.0 4'-0" 4'-0" 24'-4" 38'-8" SHEAR WALL "C" ie 37'-0 111'-4" (0/0 FOUNDATION WALL) INDICATES TYPICAL 8" CMU WALL REINFORCEMENT: #5 VERT. BARS 0 32" O.C. GROUTED SOLID FULL HEIGHT W/ DOWELS INTO FOUNDATION. PROVIDE MINIMUM (3) #5 VERT. BARS AT ALL CORNERS & MINIMUM (2) #5 VERT. BARS AT EACH SIDE OF ALL OPENINGS (ONE EACH CELL). INDICATES 8" CMU SHEAR WALL REINFORCEMENT U.N.O.: #5 VERT. BARS 0 32" O.C. GROUTED SOLID FULL HEIGHT W/ DOWELS INTO FOUNDATION. PROVIDE (2) #5 VERT. BARS AT WALL ENDS (ONE EACH CELL). PROVIDE #5 HORIZ. BARS 0 48" O.C. MAX. IN GROUTED CELLS W/ 180' HOOKS AT ENDS AROUND VERT. REINF. (SEE 8/S2.1). SEE PLAN FOR SHEAR WALL "D" AND SHEAR WALL "E" REINF. INDICATES FOUNDATION WALL 0 DOORS. SEE 5/S2.0 FOR THRESHOLD DETAIL FOOTING SCHEDULE MARK SIZE (WxLxT) REINFORCING F1 5'-0"x5'-0"x1'-2" (6) #5 E.W.-BOT. F2 5'-0"x11'-0"x2'-6" (5) #6 L.W.-TOP & BOT. #6 0 12" O.C. S.W.-TOP & BOT. F3 8'-0"x19'-0"x2'-6" (8) #6 L.W.-TOP & BOT. #6 0 12 O.C. S.W.-TOP & BOT. NOTES: 1. REINFORCEMENT IS TO BE SPACED EVENLY WITHIN THE FOOTING. PROVIDE SUPPLEMENTAL REINF. AT COLUMN ANCHOR BOLTS. 2. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS OTHERWISE NOTED ON STRUCTURAL FOUNDATION PLAN. 3. NO FOOTINGS SHALL BEAR ON ROCK. UNDERCUT ROCK A MINIMUM OF 2 FEET BELOW BOTTOM OF FOOTING & REPLACE WITH STRUCTURAL FILL. 4. DIMENSIONS FOR SHEAR WALL FOOTING LENGTHS ARE APPROX., SEE PLAN. COLUMN & BASE PLATE SCHEDULE MARK MEMBER SHAPE BASE REMARKS Cl HSS7x5x5/16 A EXTEND TO ROOF C2 HSS7x5x5/16 A EXTEND TO ROOF C3 HSS7x5x5/16 B BRACED FRAME NOTE: SEE DETAIL 2/S2.1 FOR BASE PLATE & ANCHOR ROD DETAILS 4 J 2•L 29-6" 4'-0" 4'-8" 01 Kol z 0 f VI 0 w a 0 +Ltttti I llLt, dOP r„ r r � • . STATE OF 1111 llt tt1��`` Date: 2023.08.09 15:31:55-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES 4 OF THE DOCUMENT 07.28.2023 DATE W H V in `c Q N G � ul a o 5 l7 � 0 J w co W ® tA JIto Z w w w vino a a ° U � O m ° O N-a O 00 ° �°� U •c o_ao I. os a v o v, v->> s J a00-0o *'jtZ J N �. ° O .y✓ H �. ffAAt U C N c N E 0 0 O a� oo °crna o c '; ". v U O O N v p V O p O C o tLoc, voc Ncc°:ay° vo�'v�E-c i ° C U C ° 0 0 ° Or x N ID Co, O t N _ cSIE `O r• J c� o v FD FD O VQ�c:r�Uy, w O •N O c 41 wo.. a N N c V "y-• N : � •V O y_ C go 0 C1, 0 7 Ual 7 O L) -0 moo � o_ o vo30000° d 7� d o W 0 0+L N Z m Ix- QL g � c + V) a 12 �o 8a Zi N a OD G N n 0 N m m 0 m 3� QQ 0 Z Z w J V) V) Q o V) o U3 04 v o n 0 00 N CN NSN#: 40871 si 0 • FOUNDATION PLAN 50'-11X" 10'-4" 4'-4" 11'-4" 4'-4" L1 I (COORDINATE `t W/ MANUF.) SHEAR W LL "B" rMACUNIT 925# 1 m CONT. ANGLE 3 SEE 4 S3.0 .I FORD AILS N m �4 " V) J a w U R co x_ PZ x P.O. R 10 6'-0" 6'-0" o I I M L) 00 I� -8" 2'-6" " . CLR. o i1 e) Q MECH. UNIT WT.= 878# 59-,*w I - 21'-4" SHEAR WALL "A" SHEAR WALL "A" L1 (® o) I R.D. I ONT. ANGLE SEE 1 /S3 0 FOR DETAI I i� I EXHAUST �Alsl R N I WT.= 100 1 Lo I•- _ I U SEE 8/L3.2 FOR ANGLE ME UNDER EQUICURBS & ROOFNG EDGES. SEE 9/FOR CURB CNCES, TYP. I J LADDERin 1 w 3 _r WT.= 100# R N R m I co r- STANDARD LINE 0 JOIST o I -' BRIDGING (O 12' 0" SPACING MAX) CR SS BRACE SECOND TO END R.D. 0 BAY AT EACH BL END I ® ® I M 31'-8" NOTES: 1. SEE SHEET S4.0 FOR GENERAL STRUCTURAL NOTES. 2. SEE SHEETS S2.1 & S3.2 FOR WALL REINFORCEMENT DETAILS. 3. R.D.: ROOF DRAINS. 4. P.O.: ROOF CURB PORTAL OPENING - COORDINATE W/ MECHANICAL DRAWINGS. 5. METAL DECK SHALL BE ATTACHED TO ALL SUPPORTS W/ %" DIAMETER PUDDLE WELDS ® 6" O.C. AT ALL PERIMETER SUPPORTS & ® 12" O.C. ELSEWHERE. PROVIDE A MINIMUM OF (5) #10 TEK SCREWED SIDELAP CONNECTIONS PER JOIST BAY OR AS SHOWN ON PLAN. 6. SEE 1 /S4.0 FOR CMU JOINT REINFORCEMENT. 7. SEE 4/S3.2 FOR ROOF POINT LOAD ON JOIST DETAIL 8. SEE 5/S3.2 FOR LINTEL SCHEDULE. 9. COORDINATE LOCATION OF ROOF TOP UNITS WITH MECHANICAL DRAWINGS. DIMENSIONS FROM EDGE OF EXTERIOR WALLS TO MECHANICAL EQUIPMENT HAVE A TOLERANCE OF f1'-0" U.N.O. ALL EQUIPMENT SHALL BE FIELD LOCATED SUCH THAT PENETRATIONS DO NOT INTERFERE WITH ROOF FRAMING. 10. SEE 1 & 2/S3.1 FOR CONDENSER FRAME DETAILS. 11. DRAG STRUT LATERAL LOAD IS WIND CONTROLLED. FRAMING PLAN 1 /4"=1'-0" CANOPY, SEE L ARCH. DWGS. FOR DETAILS. MECH - WT.= UNIT LE2 2820# - - - L1 4'-0" J A B 111'-4" » 10'-0" 1 10'-0" 3'-4" I 2 3.0 SIM. 3 I I B3 (BTM/PLATE +9'-4") B3 (BTM/P TE +9'-4-) �- BRACED FRAME SEE 1/S2.0. PROM E (2) ROWS OF PUDDL WELDS (36/7 PATTERN) ALONG FRAME 1 _ - N JOIST MANUFACTURER TO fli 0 DESIGN THIS JOIST AS D G r rn STRUT TO RESIST LATERAL o FORCE ALONG FULL LENG -, OF TOI I CHORD = 31.5 (SEE NOTE 11). PROVIDE 2) ai ROWS F %"0 PUDDLE WELDS (36/7 PATTERN) ALONG D G "J 1 " STEEL joisrs ® 6'-0" O.C.-U.N.O. SEE 1 /S3.2 1 2"x20 GA. WIDE RIB METAL DECKIN . SEE NOTES BELOW FOR ASTENING REQUIREMENTS. C D E ol �4" 15'-0Y4" 11'-QY4" 8'-3" 1 34'-4" 1 '-01 o I I 3 0 I CANOPY, SEE W ARCH. DWGS. o FOR DETAILS I I I t B4 (BTM/PLA E +9'-4") B2 (BTM/PLATE +9 -4) B1 (TM PLATE +9 -4 - - 1 3.- 3 R.D. SHEAR W "E" I N N j± 6 � in Eli, 1 � " MECH. UNIT LE2 CONT. ANGLE SEE 4/S3.0 :► WT.= 540# .� FOR DETAILS I. STATE OF SEE 8 S3.2 FOR ANGLE FRAME .. QLomoUNDER •' EQUIPMENT CURBS O OF + OPEN N EDGES.EE9 3.2 FOR .04 w STRUT LENGTH. CURB LEARANCES, TYP. g I I m Date:2023.08.09 15:32:14-04'00' w R N U THIS DOCUMENT HAS w I ao r oo BEEN DIGITALLY SIGNED 3'-6" 5'-0" 5'-8" 5'-8" c i AND SEALED. PRINTED w m ( o COPIES OF THE DOCUMENT ARE NOT EXHAUST F EXHAUST FAN o RIDGE LINE ATTAC COL. TO ROOF I R CONSIDERED SIGNED AND WT.= 150 WT.= 15� a PER ETAIL 3/S3.2 00 SEALED. THE SIGNATURE co MUST BE VERIFIED ON A R% 5'-8" 5'-9y4" 5'-8" 5'-8" 5'-04" N M ANY ELECTRONIC COPIES _�- Q [KA_ o OF THE DOCUMENT I /IT\ I I co 0 :fll /N I I07 28 2023 INDICATES TYPICAL WALL VERTICAL REINFORCEMENT. SEE SHEET S1.0. INDICATES SHEAR WALL REINFORCEMENT. SEE SHEET S1.0. I I I I I I I I SHEAR WALL "C" 38'-8" SHEAR WALL "C" 111'-4" (0/0 8" CMU WALL) cn - 4 w DATE O � w.. w ID 1 2'_8" 13' 8" (COORDINATE MANUF.) 5 EXHAUST FAN N o 10 3.0 I H WT.= 150# v 3 + + in c -F _ NDENSE k=260 ONDENSE ._ ONDENS =2so 5 _c•1/ 3- w w 4 g a ( I Q � z N w cm M o-', Q 4 - I R I I � R.D. I (® ®1 L1 I CANOPY, SEE J, ARCH. DWGS. FOR DETAILS. T 4'-0" BEAM SCHEDULE MARK MEMBER SHAPE SUPPORT REMARKS B1 HSS16x4x1/4 LSV + 1 4"x7"xCONT. PLATE 1/2" END PLATE & BEARING PLATE SEE 1O/S3.2 & 6 S3.2 B2 HSS16x4x5/16 LSV + 1 4"x7"xCONT. PLATE J1 n 1/2" END PLATES SEE 1O/S3.2 B3 HSS16x4x5/16 LSV + 1 4"x7"xCONT. PLATE � & BEARINGPLATE PLATE SEE 1 & 6 S3.23.2 B4 HSS16x4x1/2 LSV + 1 4"x7"xCONT. PLATE 1/2" END PLATE & BEARING PLATE SEE 1O/S3.2 & 6/S3.2 4 6 -0 ( to Q AL V W er! P.O. I c 0 rn M w tn J m I as a 3 z 3'_�w w in o CLR. SHEAR W "D" o a � a R I R CONT. ANGLE I � 00 SEE 1/S3.0 R 6 �j 3 o-v'�°w�c` DETAILS 3.0 I jo �i o`-oo`-oo • o � av� ;uv ° a •� o 's J a`00-0 �aa C o ai y� c 00, L1 _ a U, T a ° U L� O � y U � �Q1 +�l �o C1 QI Ql d M N = O •O pN 'D 33= cO o,a C N w.�° o p 01 , ° c ` U ° C -++ c .L. 1 CANOPY, SEE L 1 � e, o � o o Oc o ARCH. DWGS. _ ° 3. FOR DETAILS. 3.0 "�'cc0am° 3 2 'o Esc w► O c U C O O O ° O r X += y y V C Nt w 3.0 CQIL ollow cu s'!!o°� O O 24'-4" 4'-0" 4'-8" O 0� o 2 a N y �.`.6 or °000°' o `v 0:30:3oa�V U0°�� O,2-0 p ; Cy._�o O ° 000, O T +_'o of C N � N DU) h N 00 1- a;w C+L+ %j +L+ a �0 o eo li Z 04 Q. N C N 4j O O N N m m I JOIST SCHEDULE MARK LOAD JOIST REMARKS J j 20/0 SPECIAL SEE 1 /S3.2 J2 20/0 SPECIAL SEE 1 /S2.0 & 1 /S3.2 Z 0 m z m � m L& cn 00 C:)N 9 o N NSN#. 40871 S 1 o 2 FRAMING PLAN IN Y" COL CAP PLATES EXTEND COLS 1 ABOVE DECK BEARING ,dK JOIST BEARING `F EL. +13'-6" HSS TO HSS TYP 3/16 DENOTES LINE OF ACTION CONCRETE FILL NOT SHOWN FOR CLARITY T/SLAB EL. 0'-0" SEE 2/S2.1 FOR A36 PLATE WASHER OL T FOOTING SEE PLAN o� w� WmWzW J TACK WELD NUTS TO BOTTOM END OF ROD Q SEE PLAN PLATE TO>___E� METAL DECK —\ HSS HSS5x5xY4 (SLOPED) ' � I \ ANGLE / �\ TO HSS 3 16 ul Ln ?r.y \ / 1 \ / 1 \ / 1 \ I \ � I \ , I \ , I DENOTES LINE OF ACTION 1 \ I / \ I \ I \ I , \ 1 � \ / \, S a W z \ / 1 o tiN\ cn m I / \ I ' - - - - - - - 1 �5°• HSS TO Z ;;�..` HSS TYP 3/16 co C+i r g a W I z J U cn x 41 v - id d u u v 1 d11 � SEE S1•.0 FOR j v FOUNDATION .v 4 Q v d 4* .d R X"x6"xO'-6" JOIST TO 1 /4 V 2 \ANGLE PLATE TO 1 /4 V 4 1 /2 JOIST L6x6AxO'-9" COAT COLUMN, BASE PLATE, & ANCHOR RODS W/ ASPHALTIC PAINT BELOW TOP/SLAB BASE PLATE ON Y4" SETTING PLATE ON �4" NON -SHRINK GROUT. SEE COLUMN & BASE PLATE SCHEDULE ON SHEET S1.0 & 2/S2.1. ANCHOR ROD W/ 1Z"x"x" A36 PLATE WASHER & 2 HEAVY HEX NUTS AT BOTTOM END. SEE FOUNDATION PLAN FOR DIMENSION FLOATING SLAB RIGID INSULATION —� R •t q d a I SUBBASE (SEE NOTE ON DRAWING S1.0) S�4=�l eS2 SEE 3/S2.0 FOR ADDITIONAL INFORMATION COMPRESSIBLE JOINT FILLER. SEE ARCH. DINGS. FOR THRESHOLD. CONCRETE SLAB \ SEE PLAN OILI T SLAB EL. 0'-0" ` 00 a T FOOTING SEE PLAN #4 DOWELS 0 16" O.C. l' 0 DOORS TYP. FREEZER/COOLER ENCLOSURE (3) 200 REDWOOD SLEEPERS W/ %"W POWDER ACTUATED FASTENERS 0 4'-0" O.C. (ALTERNATE TO REDWOOD IS CEDAR) T SLAB d' .c A. EL. 0'-0" .a B FTG EL. -0'-9 1 /4" 8" (2) #5 CONT. CONCRETE RECESSED SLAB 0 SIDEWALK SEE SITE PLAN FOR DETAILS GROUT MASONRY SOLID BELOW TOP/SLAB TYP. - #5 BAR W/ STD HOOK 0 16" O.C. ALTERNATING SIDES SEE PLAN FOR REINFORCEMENT DETAILS CONT. Xi" COMPRESSIBLE JOINT FILLER 0 PERIMETER OF SLAB g o in 4 �3 CONCRETE SLAB SEE PLAN cn ot T/SLAB �Q EL. 0'-0" o� - GROUT MASONRY SOLID BELOW T/SLAB TYP. MASONRY WALL SEE ARCH. DINGS. FOR EXTENT DOWEL W/STD HOOK TO MATCH VERT. REINF. SIZE & SPACING (ALTERNATE SIDES). SEE ARCH. FOR FINISH CONT BOND BEAM W/ (1) #5 BTM GROUTED SOLID 8" NOMINAL CMU FOUNDATION WALL PAVEMENT, SIDEWALK, OR FINISH GRADE ob T FOOTING SEE PLAN - . #5 0 12" O.C. z U.N.O. W ! N W in 3" CLR. 2'-0" CONT. (3) TYPICAL IStE FTG SCHEDULE #5 0 BOTTOM AT SHEAR WALLS NOTE: FOOTING SHALL BE PLACED BELOW MAX. FROST DEPTH OR AS REQ'D TO ATTAIN ALLOWABLE SOIL BEARING CAPACITY. 3 SECTION MOP SINK (GRATING, DRAIN, WATERPROOFING, FINISHES, & UNDER -SLAB GRANULAR BASE NOT SHOWN) SLAB EDGE BEYOND %"xlh" PERIMETER LEDGE FOR GRATING & ITS FRAME 2'-0" (2) #4 CLOSED HOOPS AROUND RECESS (3) #3 U-BARS E.W. OL T SLAB EL. 0'-0" r .. . _ I I. sin 8" VAPOR BARRIER CONT. BOND BEAM W/ (1) #5 TOP ,._ mf%-r r 1.. GROUTED SOI mK T/SILL SEE ARCH DWGS CONT. BOND BI W/(1)#5B07 GROUTED SOLID Aik T/SLAB EL. 0'-0" T/ FOOTING Y SEE PLAN SUBBASE (SEE NOTE ON DRAWING S1.0) SEE 3/S2.0 FOR ADDITIONAL INFORMATION 4 SECTION 2.0 3/4„ _ 1,_0„ BRACED FRAME SECTION 5 SECTION 6 SECTION r7 NOT USED S2.0 3/4„ = 1'-0„ S2.0 3/4„ _ 1'-0„ SEAL WELD g" END SEAL ATE N.S. & F.S. I" MIN. THRU ATE T, 81 BRACED FRAME DETAIL 2.0 N.T.S. 9 SECTION 2.0 3/40$ = 1 '-0„ GROUT SOLID AFTER SLEEPER INSTALLATION GROUT MASONRY SOLID BELOW TOP/SLAB TYP. PAVEMENT, SIDEWALK, OR FINISH GRADE SEE 3/S2.0 & 9/S2.0 FOR ADDITIONAL INFORMATION GROUT SOLID AFTER SLEEPER INSTALLATION SEE ARCH. — DWGS. FOR THRESHOLD Y SEE PLAN SUBBASE (SEE NOTE ON DRAWING S1.0) #4 DOWEL 0 16" O.C. 3/4" = 1 ' —0" SIDEWALK. SEE SITE PLAN FOR DETAILS. GROUT MASONRY SOLID BELOW TOP/SLAB TYP. #5 BAR W/ STD. HOOK 0 16" O.C. ALTERNATING SIDES SEE ARCH FOR FINISH DOWELS W/ STD. HOOKS TO MATCH VERT. REINF. SIZE & SPACING. ALTERNATE HOOK DIRECTIONS & ROTATE TO FIT IN FOOTING. GROUT MASONRY SOLID BELOW TOP/SLAB TYP. z 0 a It U) 0 NOW I I It ••f R. . SFM►TE t� •: .. Date: 2023.08.09 15:32:31-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 07.28.2023 DATE w D v < o Q N G IL H Q NN - Z 3 l7 � T v W M o W ui J mo a a 3 z a rro a- 0 02!v6 O0 amu, v�>> J a ` o dv c A ao 0e o �;NO v�vsoo_a ® ° vc o .a+= V•p 0 0 0 oc N c cam+ a rA v �vo;'v,Ecc f O COU0c.'X�0 y U c O t O y c U o Cu O JQ O ` V, o (!1 c a) O O tw Cw U•N y .0 O •U 0 y N (� v On m mod ° Vto 0 ° rn a0 2 U C L O a) O` •0 O z c y•_ U !L o F0 3 o.c o° o U or- inCL =O 7 f011 a, 2 O O�OL �t a HSS COLUMN W/ BASE PLATE ON Y4" CENTERLINE COLUMN SETTING PLATE ON -Y4" NON SHRINK I I &FOOTING 80 �i 8 N GROUT. SEE COLUMN & BASE PLATE SCHEDULE FOR ANCHOR ROD CONFIG. ; I ; COAT COLUMN, BASE PLATE, & x Z W o I ox CL o � N j ANCHOR RODS W/ ASPHALTIC o � N I PAINT BELOW TOP/SLAB cv o FILL BLOCKOUT W/ CONCRETE i i Y4 " ISOLATION JOINT AFTER PLACEMENT OF COLUMN " N C) & BASE PLATE GROUT I I 5 PROJECTION EXCEPT N li 6" AT BRACED FRAME m CONCRETE SLAB SEE PLAN i i COLUMNS m T SLAB : 0 ' 1. SEE 2/S2.1 FOR J ANCHOR ROD W 3" MIN / HEAVY HEX NUT #;;f.4. A36 PLATE WASHERS m 3 Z 7 AT BOTTOM END T FOOTING 0 .•.. . • - � I:.` • t SEE PLAN c) W SEE FOOTING :.:. .. - •..; %. r'- 'I 'IJ':. _' .o :. W: `.'. �.:. Q 0 m SCHEDULE FOR REINFORCEMENT .'.'.::� . ^ :; : :+ t► I� " ' ii, '. .m• o : W , •.: a = Q In • •, !. J IL W N V) TACK WELD NUTS TO BOTTOM ENDS " 3 CLR. N 0 -' c OF RODS O 00 SEE PLAN & SCHEDULE o NSN#: 40871 11 SECTION / „ SS2,eO 2.0 3 4„ ,-0 = 1 ILL' W U) FOUNDATION SECTIONS DRILL & EPDXY #4 DWL. AT EA. CORNER & AT 18" O.C. AROUND PERIMETER OF PAD W/ SIMPSON "SET—XP" ADHESIVE (2N2" EMBED.) #4 CONT AROUND Z FILL W/MASTIC w 3 PERIMETER W WWF 6x6—W2.OxW2.0 M E 2 1 3 0 cr W.W.F. OR o FlBERMESH I OR REBAR. v a w TOOLED JOINT 1 g" LAp w N 2x4 KEY W.W.F. OR FlBERMESH °' w N 15 L w rx 3 w to ° " » " A36 PLATE q COLUMN & PLATE . . (L COLUMN & PLATE � 15 » HSS COLUMN Ip► HSS COLUMN V w � OR REBAR. a < --k--- 4..----� 5 �" WASHERS WASHERS" o• .> ip .. e if c p •. 'p.n P e .e,d. a f� ° (At 1/4 5/16 O OOeO O P .' 00 Of e ® O : O O o OOoo eQ Q oO .O O o 00 o �e a oD.e ° Q O°o O OO°o0 1 e .o O .Q .o O OO°O 'O O 00 °O °Q o O B C D 4 5 �I A e eQ 0oeQQQ OQQeQ sQ �Q°OQQ°O °O Z40 °O°O °°O°QO OQ Q00 O O rVAPPORARRIER 8" 2" HIGH DENSITY 2»4 �'4" BASE PLATE W/ " 1h" BASE PLATE W/ UNDER 6 " TYP INSULATION FOR ' 19-2~ 1%8"O HOLES & TYP. 1'-4" 2%d"0 HOLES & c SLAB. SEE PLAN. 6" DEEP PADS %"0x1'-2" (MIN. 0'-9" 17�"0x2'-6" (MIN. 2'-0" CONTROL JOINT CONSTRUCTION JOINT EMBED.) ASTM F1554, EMBED.) ASTM F1554, SAWCUT MAX. NEXT MORNING SLAB DEPRESSION CONCRETE PAD BASE PLATE A G36 ANCHOR RODS AS BASE PLATE B G36 ANCHOR RODS AS �i AFTER SLAB IS CAST SHOWN ON 11 /S2.0. SHOWN ON 1 /S2.0. CONTROL JOINTS SHALL BE IN A SQUARE PATTERN OF 400 SQ. FT. AND/OR THE LENGTHSHALL x WIDTH. ALIGN OBE CONTROLJOINTS W CENTER LINES. COLUMN �f STATE OF 1 SLAB ON GRADE DETAIL 2 BASE PLATE DETAILS >>lllrr�l� S2.1 N.T. S . S 2. 1 N.T. S . Date: 2023.08.09 15:32:46-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND #2 TIES ® 8" O.C. HOOKED EACH END AROUND VERT REINF WHERE A SEALED. THE SIGNATURE WALL SEGMENT BETWEEN 2 OPENINGS OR BETWEEN 2 CONTROL JOINTS MUST BE VERIFIED ON OR BETWEEN AN OPENING & A CONTROL JOINT IS 2'-8" OR LESS ANY ELECTRONIC COPIES T/WALL OF THE DOCUMENT SEE PLAN FOR SEE PLAN 07.28.2023 300b 300b 01 VERT REINF. DATE (2'-0" MIN) 0 6 (2TYPICAL ) TYPICAL row S$ U—BLOCK OR STEEL (1) #5 T&B IN LINTEL ABOVE BOND BEAM AT OPENING TYP. SEE TOP OF WALL v LINTEL SCHEDULE. m SEE PLAN FOR CAF— HORIZ. REINF. Q N o 2'-0" MIN 0 � o (2) #5 FULL Z a BARS SAME SIZE & SPACING AS HEIGHT AT EACH SIDE OF REINF AT CMU VERT CONTROL JOINTS: I �o ��- �/� �` w ADJACENT BARS OPENING TYP. TERMINATE HORIZ JOINT REINF o �? tO AT THE JOINTS BUT CONTINUE w„ vwi °d 5 6 HORIZ REINFORCING STEEL Z w ui in REINF THRU THE JOINTS. w 2 o 3. a � 0 a CONT. (1) #5 T&B N IN BOND BEAM INTERSECTIONS w BELOW OPENING TYP. � � •� o � N CORNERS w T SLAB f . ° o-'-0O2'.c°`o •3- TYPICAL CORNER BAR DETAIL EL.. o -o n. N v° 7 7 CONT BOND BEAM W/ 16" MAX WALL DOWELS TO MATCH SIZE & (1) #5 BOTTOM AT FIRST 2 J a o° -v a o o ' ° d c TYP. SPACING OF VERT. REINF. TYP. COURSE ABOVE SLAB cr J ° 0. 3 CL `T HOOK AT BOTTOM OF FOOTING. •• 9 0 2 L C 0 c � v o "vu J O c p O°ca lV c'''+'rn O p O 3 c� 3 CORNER BAR DETAIL 4 NOT USED 5 CMU WALL REINFORCEMENT U 0 c c 0 a� — U c O n 0 L °� O O ° c S2.1 N.T.S. S2.1 3 4" _ 1'_p» S2.1 N.T.S c E„aU v //\ C C .6 N Ni � � O 7'y E'"' C N y V c N t N V y •N v y G �O 0 a N N w ff/ •0 O O y N Q 00 7 0 0 7 W 7 Q y 0-0 U 4" TYP. FOR SPACINGSEE NO CONTROL JOINTS AT SHEAR WALLS ' � w a T WALL 0 000p00 SEE PLAN B v �, O •= -00, c a o 0, 30 1. IOU 00 r o�a��a� oc.L.aiL F- o.3� a 2 VERT BARS HZ_ EA. END, U.N.O. o0. w U) STD. 180' HOOK z Sri o caN 00 1 ino AROUND N o VERT BARS w � o ^' N m WALL DOWELS TO MATCH m ow SIZE & SPACING OF c z VERT. REINF. TYP. HOOK Z cV AT BOTTOM OF FOOTING. z N J w N T SLAB $,_ EL. Of. m 3 Z w TIFTG Q m SEE PLAN 0Lc QICKU J 04 t r ZZ CV CO m �J�ii 04 N 0 4 n NSN#: 40871 6 NOT USED 7 NOT USED s SHEAR WALL REINFORCEMENT S2el S2.1 3�4f, _ ,_0„ S2.1 3�4f> _ ,_of, S2.1 3/4f, _ ,_O„ DETAILS 1 Ohl HO MASC SECTION 3/4„ = 1'-0" CONT. L4x4xV4 W/ WO SIMPSON "TITEN HD" ANCHORS 0 24" O.C. INTO GROUTED SOLID MASONRY (MIN EMBED = 4J") DECK TO ANGLE 5/8 6 METAL DECK 2 1 2" LAP MINIMUM s STEEL JOIST JOIST BRIDGING PER SJI SPEC. L4x4xV4 FIELD WELDED TO BOTTOM OF CONT. L4x4 AT DECK BEARING AND 77g� ANCHORED W/ (2) VO SIMPSON "TITEN HD" ANCHORS INTO GROUTED SOLID MASONRY (MIN EMBED 7 SECTION 1 3/4„ = 1'-0" P PLATE (TREATED) W/ HD" ANCHORS 0 32" O.C. / (1) #5 TOP & BOTTOM FOR SIGNAGE LOCATION. )FACTURER'S RECOMMENDATION. CELLS USED FOR ATTACHMENT. �YTE TO ATE 1¢"x6)fi"x10" W/ (2) X%6" 1`0 GROUTED SOLID CMU. FILL T JOIST BEARING W/ GROUT. JOIST BEARING EL. +13'-4" IW/(1)#5T&B f JOIST BEARING + GROUTED SOLID R EXTERIOR FINISHES T MASONRY SEE ARCH. DWGS. CONT. SLOPED 2x TOP PLATE (TREATED) W/ VO SIMPSON "TITEN HD" ANCHORS 0 32" O.C. (MIN EMBED = Vk-) CONT. BOND BEAM W/(1) #5 T&B GROUTED SOLID MASONRY WALL SEE ARCH. DWGS. FOR EXTENT. SEE PLAN FOR REINFORCEMENT DETAILS T JOIST EL. VARIES CONT. BOND BEAM W/ (1) #5 �— T&B GROUTED SOLID ALIGNING W/ BOND BEAM AT JOIST BEARING + 3 COURSES ABOVE GROUTED SOLID SEE ARCH. DWGS. FOR EXTERIOR FINISHES CONT. BOND BEAM W/ (1) #5 T&B GROUTED SOLID AT FIRST COURSE BELOW JOIST BOTTOM CHORD + 2 COURSES ABOVE GROUTED SOLID SEE 1 /S3.0 FOR ADDITIONAL INFORMATION HSS BEAM W/ CONT. Y4" PLATE BTM W/ h"0x6" HEADED STUDS 0 32" O.C. TOP h"0x,%" THREADED STUDS 0 32" O.C. ALONG BEAM. VERIFY CONNECTION W/CANOPY MANUFACTURER SECTION 2-12 3/4„ = 1 ,—O„ SEE 4/S3.0 FOR ADDITIONAL INFORMATION HSS BEAM W/ CONT. Y4" PLATE STM W/ 1¢"OW HEADED STUDS 0 32" O.C. TOP X-OXW THREADED STUDS 0 32" O.C. ALONG BEAM. VERIFY CONNECTION W/CANOPY MANUFACTURER SECTION 3/411 = 1'-0„ 2-12 T MASONRY gL SEE ARCH. DWGS. t GROUT CELLS SOLID AT ALL TFYPASTENERS FOR CANOPY SYSTEM, R co JOIST BEARING EL. +13 -4 METAL CANOPY SYSTEM & ATTACHMENT BY OTHERS. SEE ARCH DWGS FOR DETAILS. (CANOPY NOT PRESENT AT SIM. CONDITION) SEE PLAN T/MASONRY OL SEE ARCH. DWGS. SEE ARCH. DWGS. FOR SIGNAGE LOCATION. INSTALL PER MANUFACTURER'S RECOMMENDATION. I GROUT SOLID ALL CELLS USED FOR r ATTACHMENT. J T JOIST / r, EL. VARIES R co GROUT CELLS SOLID AT ALL FASTENERS FOR CANOPY SYSTEM, TYP. METAL CANOPY SYSTEM & ATTACHMENT BY OTHERS. SEE ARCH DWGS FOR DETAILS. SEE PLAN SECTION 3/4" = 1'-0" SECTION 3/4" = 1'-0" T/MASONRY SEE ARCH. DWGS. GROUT SOLID COURSE ABOVE ANCHORS TYP. GROUT CELLS SOLID AT ALL FASTENERS FOR CANOPY SYSTEM, TYP. JOIST BEARING$, EL. +13'-4" METAL CANOPY SYSTEM & ATTACHMENT BY OTHERS. SEE ARCH DWGS FOR DETAILS. T/MASONRY SEE ARCH. DWGS. al0 �,\011111iy, �. 40 •.� i '► XTATE OR ` Date: 2023.08.09 15:33:04-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 07.28.2023 DATE w or N v D o ¢ N to o u- F- C1 N - Z to V' tJ5 ow -�� W W% V1 J/`Z W iZw i tntwo O tea. a U 0 �+ O v r-00` oa C 0. 1111 Cc • o a.,w0 E' o v a `o vvv ao Lo a� o LD3:)0 _ ay w 0- O U C N 0 0 0 C O� O L y e p a O C rL N c 2+ CO Cam •- 0 v C a ® U _; O C v t v p U O `O O C O == 2!, 0 v c v� �vov'v,Evc v c0'F v00 O rr 4) . v O 0)V C v= v _ C j � ` U y .-J co0v �VS2 DCNo v �: 4 c O o.v,Nwcw�_ N O 'U O _ = N O O 7 (n 7 V c U Oug�� vm► a0 o m rnU)Q� UO Cl 0 0.0 0 3 v o b 01 3 0 0 N a 0 j in v U U allL 0+=. 0 0 d QL F a3.° c mr �o &j 6o ti Z =N a O0 04 z � ^ o _ O cV m C� Z J � m Z W p J p z m Q L01 C) m m c Q 0-c� rn cv v — O co to 8 I N N =a I N to 81 NSN#: 40871 S3oO FRAMING SECTIONS m (COORDINATE WITH MECH. VARIES) 6'-0" (MAX.) a:, L2x2As AT EA. o c COL. (TYP.) 1 L (GALVANIZED) N 1 r (2) 2x2xY4" PL BETWEEN BASE PL AND ANGLE BELOW. TYP. (2)L4x4xY4" OR (2) ANGLES FROM JOIST TO JOIST AT NEW STAND. TACK WELD TO BOTTOM OF TOP CHORD STEEL JOIST SECTION 3/4" = 1'-0" a O N (2) L4x4xV4" OR (2) ANGLES FROM JOIST TO JOIST AT NEW STAND. TACK WELD TO BOTTOM OF TOP CHORD EXISTING STEEL JOISTS TO REMAIN SECTION 3/4" = 1'-0" 8" ,MAX. (TYP.; 4 12" MAX. TYP. W6x9 AROUND PERIMETER OF FRAME (GALVANIZED) ATTACH TO INTERSECTING W—BEAM WITH L3x3xY4 WITH No FILLET WELD 3 SIDES HSS 2& x 216 x Y4 COLUMN WITH 8"x8"xi¢" STEEL PL. TYP. (GALVANIZED). THRU BOLT TO DBL ANGLE SHAPE BELOW W/ (4) %" DIA. A325 BOLTS, TYP. WELD COL. TO TOP OF JOIST. CUT PART OF THE DECK AS REQUIRED. 18'-0" (COORDINATE WITH MECHANICAL. VARIES AT MAC UNIT) 6'-0" (MAX.) 6'-0" (MAX.) 1 /4' 1 /4 TYP. III 1 /4 TYP. 8" (2) 2x2xY4" PL BETWEEN BASE MAX. 1 /4 TYP. PL AND ANGLE BELOW. TYP. (TYP. 6'-0" (MAX.) L2x2xNe AT EA. \ COL. (TYP.) 1 L (GALVANIZED) 1 L2x2A8 AT EA. COL. (TYP.) (GALVANIZED) co CUT PART OF THE DECK AS REQUIRED. (2) L4x4x44" FROM JOIST TO JOIST AT NEW STAND. STEEL JOIST SEE PLAN VARIFY W/ MANUF. MORE INFORMATION SEE 1 /S3.1 2 SECTIO�-�C 3.1 3/4" = 1 2 12" MAX. TYP. W6x9 AROUND PERIMETER OF FRAME (GALVANIZED) ATTACH TO INTERSECTING W—BEAM WITH L3x3xY4 WITH %j FILLET WELD 3 SIDES HSS 2Nj x 2V2 x Y4 COLUMN WITH 8"x8"xlj" STEEL PL. TYP. (GALVANIZED). THRU BOLT TO DBL ANGLE SHAPE BELOW W/ (4) %" DIA. A325 BOLTS, TYP. WELD COL. TO TOP OF JOIST. CUT PART OF THE DECK AS REQUIRED. AT NEW FRAMING, ATTACH TO STEEL BEAMS NOT JOISTS�;�Typ. 1 /4 W6x9 BEAM HSS ZNkx2%xXCOLUMN WITH 8"x8"xv2" STEEL PL. TYP. (GALVANIZED) 1/4 1/8 TYP. TACK WELD ANGLES —<AT BOTT. OF JOIST 1 /8 TOP CHORD AS REQ'D FIELD INSTALLED L3x3Xeo" MEMBER TO TRANSFER CONCENTRATED LOAD TO PANEL POINT NOT USED 3/4„ = 1,-O" z 0 F a it 0 N W 0 F- 0 �11t11111!/// Date: 2023.08.09 15:33:22-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 07.28.2023 DATE w w M H v Q N G 1 a04 �Z in 51 �/ 0 M T � W .-. W � Z W W Z W a a v U � ' O v c N o 1'0 O 0.2 c: v L O G ++ U a aai aai > j .w ° a .Q,) L o ° S a Lo v -°° a o 8 v v E;, .. _ av m a � c � ° v c- a� � � "i M vE.-v yo w n.. U .+ c c0 Oo'3+.°yam ® � U cO c v — U c L O 0 .L+ t O O v° c 71 .L+U .+ 4) v v C C Ol O.y E U c p C U ?C O v 0 N° v U c L s v J ~ C O O C�vv�°cmw O O.13 77 N - cw V+y-' v�130O.00y—aci ° 0 03 IA 7 p U c U° L.L QQ c o �� a 3 cwa 8 0°0°0 ot v 7 ( c0 N v 0 7 N v U U �` E . y� O ._ L O v v v a3w cZc m 8o t 80 z Sri a co 04 cl p N ^ _ O C N N m I C.� z_ 0 J m �Z � V Lc o�� I N r- Q c n C) 00 N � $ NSN#: 40871 S3. 1 N FRAMING SECTIONS ei SLOPE TOP CHORD SLOPE TOP CHORD o w _ 1 4 ANGLE TO 0 �� 0 0 1 /4 JOIST TYP. Y4" COL CAP PLATE N 00 o DECK TO ANGLE CONT. ANGLE. FEND COL ®� PUDDLE WELDS 5/8 6 SEE 4 S3.0 / i ABOVE DECK LWEBS METAL DECK t°o rx :14 T/ JOIST OL TO BE DESIGNED i = EL. VARIES JOIST J 1 & J2 PROFILE TO ALLOW FOR 16" HSS COL DUCT TO PASS THROUGH. ,i SEE 4/S3.0 FOR I NOTES: L4x4x 1 /4 FIELD LOCATE, ANGLE 0 ADDITIONAL CUT, & WELD TO JOISTS COLUMN 1 /4 M i INFORMATION 1. ALL JOISTS SHALL BE DESIGNED FOR THE FOLLOWING NET UPLIFT: 150 MPH, 31 PSF. & HSS COLUMN i i CMU WALL NOT 2. ACTUAL JOIST CONFIGURATIONS TO BE DETERMINED BY JOIST MANUFACTURER. i i� SHOWN FOR CLARITY 3. SEE 4/S3.2 AT ALL CONCENTRATED LOAD LOCATIONS FOR MECH FRAMING & ROOFdm q» OPENINGS. [STEEL PROVIDE ACCESS IN CMU 4. JOIST MANUFACTURER TO PROVIDE JOIST DESIGNS FOR LOADS INDICATED ON S4.0 JOIST FOR ATTACHMENT. GROUT PLUS ALL MECH LOADS INDICATED ON ROOF FRAMING PLAN. SOLID AFTER INSTALLATION. JOIST PROFILE AND NOTES N.T.S. LINTEL SCHEDULE MARK MEMBER SHAPE BRG. REMARKS L1 (2)L5x�x9(a LLV 10 8STEEL GALVANIZE LINTELS 8" GROUT SOLID 8x16 BOND BEAM W/ (2)#5 BTM. BOND BEAM U—BLOCK LINTEL —7 FACE OF REINFORCE & FULLY GROUT FULL HEIGHT MIN 2 CELLS AT OPENING JAMBS 8" .ND REINF N 2'-0" FACE OF OPENING s \ LINTEL DETAILS 3• N.T.S. s1 ROOF TOP UNIT CLEARANCES 1 /4" = 1'-0" 8" BEAR -DOUBLE LINTEL 6'-4" CLEAR w 6 M U OUTLINE OF CURB —j PROVIDE (2)2x8 VERTICAL UNDER CURB. SEE HEADER AND HANGER SCHEDULE FOR CONNECTION INFORMATION. NOT USED N.T.S. WALL REINF CONTINUES ABOVE BEAM (2) Xt"Ox6" HEADED STUDS WELDED TO TOP OF BEAM AT BEARING IN FULLY GROUTED CELLS. CONTINUE STUDS ALONG BEAM LENGTH AS NOTED IN OTHER SECTIONS. WF OR HSS BEAM - Y4" END PLATES • AT HSS BEAM Ate_ STOP BEAM BOTTOM PLATE " FROM JAMB 1 4 1/4 BEARING PLATE SECTION N.T.S. 12" 70, IF WF BEAM — WELD BAR TO WEB; IF HSS BEAM — WELD BAR END TO 6 2» FACE OF END PLATE. #5 x 3'-0" GRADE 40 (WELDABLE) BAR vv I OR NELSON DEFORMED BAR ANCHOR IN I GROUTED CMU iki I ; 1 4 N 3 WF BEAM 114V 3 TO PL { 1 4 3 HSS BEAM I 1/4 3 TO PL CONTINUE FULL —HEIGHT REINF & GROUT AT END OF BEAM. REINFORCE & FULLY GROUT ALL CELLS ABOVE & BELOW BEAM BEARING BEARING PLATE (TYP.) XZ"x6"x1'-2" W/ (2) Y0x6" HEADED STUDS R 10" SECTION A —A BEARING PLATE DETAILS N.T.S. �2 R cc ULLAK FILL WALL BLOCKOUT AT JOIST BEARING W/ GROUT 10" JOI TO 2'-6" MIN. P E LAP SPLICE #5 x 3'-0" G DE 40 (WELDABLE) BAR OR ELSON JOIST SEAT DEFORMED BAR NCHOR WELDED 10 COL.\ .\ v 11 JOIST BEARING ------.--- -- I ----..------ EL. 13 —4 ----a----- I -°--a-_--- III. BOND BEAM CMU WALL ; I i REINF III COL CAP PLATE X"xfhNi " HSS TO PLATE HSS COL SECTION 3/4" = 1'-0" PLATE TO COLUMN PLATE T&B TO COLUMN 3/16 10 SECTION 3.)= 3/4„ BOND BEAM EACH SIDE. SEE WALL SECTIONS. COL CONTINUES TO ROOF BEAM TO PLATE HSS BEAM B PLATE SEE PLAN XZ"x5"x2'-0" END PLATE W/ N4"0 A325 BOLT TOP (BOLT FOR ERECTION PURPOSES ONLY) CONCENTRATED LOAD CONCENTRATED LOAD TYP. FIELD INSTALLED L2x2xV4 (OR SIZE DETERMINED BY JOIST MANUFACTURER TO TRANSFER CONCENTRATED LOAD TO PANEL POINT JOIST DETAIL AT POINT LOADS 3/4„ = 1'-0" FOR RTU/CURB ATTACHMENT TO FRAMING, SEE 11 /S3.2. FIELD WELD ANGLE FROM CONCENTRATED LOAD AT TOP CHORD TO PANEL POINT AT BOTTOM CHORD (SEE 4/S3.2 FOR DETAILS) ROOF OPENING le SEE PLAN L4x4xY4 TYP. CE1 F JOIST �OF JOIST II. ROOF FRAMES REQUIRED 0 ALL OPENINGS LARGER THAN 1'-0" OR AS NOTED SEE PLAN $ DETAIL 0 ROOF OPENINGS 3. 3/4„ = 1,-O„ ELEVATION 4—#10 METAL SCREWS 0 EA. SKEWED STRAP TO CURB 2—#10 METAL SCREWS 0 EA. VERTICAL STRAP TO CURB 2"x 12" 20 GA. ANCHOR STRAP (4 STRAPS PER SIDE — 2 SKEWED 0 45') 2—#10 METAL SCREWS 0 EA. SKEWED STRAP TO ANGLE 1—#10 METAL SCREWS 0 EA. VERTICAL STRAP TO ANGLE ANCHOR STRAPS TYP. PREFAB ROOF CURB ROOF FRAMING - HVAC UNIT _GASKET PER MANUF. RECOMMENDATIONS -UNIT SUPPORT RAIL %"x3' METAL SCREW W/ GALVANIZED WASHER (4 PER SIDE) PREFAB ROOF CURB (ROOF TOP UNIT) 11 SECTION 0 ROOF CURB 3. 3/4" = 1'-O„ dSKffi • •., `��i i' STATE OF Date: 2023.08.09 15:33:42-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 07.28.2023 DATE w D H v D �in ~ N 0 ui Li- H Q 0v�i l7 'T LU ®, J J 1� Lu J cyo Z W W 3 a 0 a 0 00 0.`O`° ao c ,. • V o L Q a;� ' 0 0 S J a`pv Sao v � 3 � E•o� m .• 0 U C y O a U C 0 0 E; p L N v/ ;~"'°gip a N o pO3+-°aci� ® U C 1,O C QI — V cc -0 O Z7 r N p O p c 0 tsv:_, yoc //� ° c c2' ay v V♦ 0, v O F. E- a ccO'c Co°o 0x+_ N U O L O V ro- [a� C .�+ V _0�. V = :r,,. •N O y C ON d N . C w 5 N O V° N N O 0 7 N 7 0 0 U c Ua N ` O C aci o �Cv G o6; oo` L 3 p a ov 8 � N � 00 q y 0 0 d1 y U U a.c fA O p„ 0 0 y 0 y I— a3v- c� y a Wo wo cl z M a co Ncq — N O O N N m 0 z 0 m Z Z W m 0 Q0� (R n, i N a_ O U N 04 00 ��+ N NSN#: 40871 S3.2 DETAILS STRUCTURAL GENERAL NOTES: ,,, Df31GN AND LOADING 1. THE STRUCTURAL DESIGN OF THIS BUILDING WAS BASED ON THE DESIGN CRITERIA: A. 2020 FLORIDA BUILDING CODE, 7TH EDITION (2018 INTERNATIONAL BUILDING CODE) B. FLOOR: LIVE LOAD: 100 PSF C. ROOF: LIVE LOAD: 20 PSF DEAD LOAD: 15 PSF D. BUILDING RISK CATEGORY. II E. SNOW: GROUND LOAD: 0 PSF F. WIND: BASIC WIND SPEED: 140 MPH ULTIMATE WIND EXPOSURE: C INTERNAL PRESSURE COEFFICIENT: f0.18 MWFRS - SEE PRESSURES PER ASCE7 COMPONENTS & CLADDING - SEE TABLE THIS SHEET DESIGN BASE SHEAR = 67 K G. SEISMIC: IMPORTANCE FACTOR: 1.00 SITE CLASS: D (ASSUMED) Ss = 0.058g, S 1= 0.032g Sds = 0.062g, Sd 1 = 0.051 g DESIGN CATEGORY: A SPECIAL REINFORCED MASONRY SHEAR WALLS: R = 5, Cs = 0.012 STEEL ORDINARY CONCENTRICALLY BRACED FRAMES: R = 3.25, Cs = 0.017 DESIGN BASE SHEAR = 10 K ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE H. FLOOD LOAD: N/A I. SPECIAL LOADS: N/A FOUNDATION NOTES 1. THE FOUNDATION DESIGN OF THIS BUILDING WAS BASED ON THE FOLLOWING CRITERIA: A. ALLOWABLE SOIL BEARING CAPACITY = 2500 PSF (PER SOILS REPORT). 3. UNIVERSAL ENGINEERING SCIENCES, INC. SOILS REPORT NO. 2024046 DATED JUNE 13, 2023. C. ANY FILL REQUIRED BELOW SLABS ON GRADE OR FOOTINGS SHALL BE COMPACTED IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN THE SOILS REPORT. 2. ALL EXTERIOR FOOTINGS SHALL EXTEND BELOW THE MAXIMUM ANTICIPATED DEPTH OF FROST. 3. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER OF RECORD IMMEDIATELY IN THE EVENT THAT THE SOILS CONDITIONS ENCOUNTERED VARY FROM 'OSE SHOWN ON THE BORING LOGS. 4. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY A SOILS TESTING LABORATORY PRIOR TO PLACEMENT OF CONCRETE. CONCRETE AND REINFORCING 1. ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE "AMERICAN CONCRETE INSTITUTE BUILDING CODE" (ACI 318) AND WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301). 2. NORMAL WEIGHT CONCRETE (145 PCF) SHALL OBTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI FOR FOUNDATION WALLS AND 3500 PSI FOR FOOTINGS AND SLABS -ON -GRADE. 3. ALL CONCRETE SUBJECT TO EXTERIOR EXPOSURE SHALL BE AIR ENTRAINED AS RECOMMENDED BY ACI 318. 4. TEST CYLINDERS SHALL BE MADE AND TESTED AS OUTLINED IN CHAPTER 16 OF ACI 301. ALL COMPRESSIVE STRENGTH TEST RESULTS SHALL BE AVAILABLE ON THE SITE FOR REVIEW BY THE INSPECTOR. 5. REINFORCING BARS SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ALL REINFORCING AND ACCESSORIES SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 315 AND ACI 315R. 6. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT AT POSITIONS SHOWN ON THE PLANS AND DETAILS. PLASTIC COATED ACCESSORIES SHALL BE USED IN ALL EXPOSED CONCRETE WORK. 7. THE GENERAL CONTRACTOR SHALL CHECK WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND THE SUB -CONTRACTORS FOR OPENINGS, SLEEVES, ANCHORS, HANGERS, INSERTS, SLAB DEPRESSIONS AND OTHER ITEMS RELATED TO THE CONCRETE WORK AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION. 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC360 "SPECIFICATION FOR STRUCTURAL STEEL". SEISMIC DESIGN OF STRUCTURAL STEEL STRUCTURES SHALL CONFORM TO AISC 341. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: A. ANCHOR RODS F1554, GRADE 36 B. HIGH STRENGTH STRUCTURAL BOLTS A325-N U.N.O. C. STRUCTURAL SHAPES (W. WT) A992 D. STRUCTURAL SHAPES (M, S. C, MC, PLATES) • A36 E. STRUCTURAL SHAPES (HP) A572 F. STRUCTURAL TUBING (HSS) A500 GRADE B G. STRUCTURAL ANGLES A36 3. ALL WELDING ELECTRODES SHALL BE E70-XX. ALL SHOP AND FIELD WELDING SHALL BE MADE IN ACCORDANCE WITH A.W.S. D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION" AND SHALL BE MADE BY CERTIFIED WELDERS. 4. STRUCTURAL STEEL EXPOSED TO WEATHER, INCLUDING LINTELS, SHALL BE GALVANIZED. SHOP DRAWINGS 1. SHOP DRAWING SUBMITTALS SHALL CONSIST OF A MINIMUM OF 2 REPRODUCIBLES OF EACH DRAWING. 2. SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR TO VERIFY THAT SUBMITTAL IS COMPLETE PRIOR TO SUBMITTING TO ARCHITECT/ENGINEER. 3. DRAWINGS CREATED BY THE McDONALD'S CORPORATION CANNOT BE REPRODUCED AND/OR USED AS A SHOP DRAWING SUBMITTAL 4. SHOP DRAWING SUBMITTALS SHALL INCLUDE THE FOLLOWING: A. CONCRETE MIX DESIGN B. REINFORCING BARS C. STRUCTURAL MASONRY D. STRUCTURAL STEEL E. STEEL JOISTS & CALCULATIONS* F. METAL DECK G. CANOPY SYSTEM & CALCULATIONS* *INDICATES SHOP DRAWING SUBMITTALS TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER UCENSED IN THE PROJECT STATE. SPECAL INSPECTIONS 1. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1705 OF IBC AND THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER SECTION 1705. THE FOLLOWING AREAS OF WORK REQUIRE SPECIAL INSPECTIONS IN ACCORDANCE WITH THE LISTED IBC SECTIONS/LOCATIONS AND OTHER PUBLICATIONS: A. SOILS - SECTION 1705.6 PER TABLE 1705.6. B. CONCRETE - SECTION 1705.3 PER TABLE 1705.3. C. STEEL OTHER THAN STRUCTURAL STEEL - SECTION 1705.2. D. STRUCTURAL STEEL - AISC 360-10, CHAPTER N. E. MASONRY - SECTION 1705.4. AND PER TMS402/AC1530/ASCE5 AND TMS402/AC1530.1 /ASCE6, TABLE 1.19.2. LEVEL B QUALITY ASSURANCE. SAWN LUMBER 1. ALL GRADES OF LUMBER INDICATED ON STRUCTURAL DRAWINGS SHALL BE RATED BY THE SOUTHERN PINE INSPECTION BUREAU (SPIB), OR THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). LUMBER GRADES SHALL BE AS FOLLOWS, WITH A MAXIMUM MOISTURE CONTENT OF 19%: A. SOUTHERN PINE NO. 1. B. DOUGLAS FIR -LARCH NO. 1. C. HEM -FIR NORTH NO. 1 2. BOLT HEADS AND NUTS BEARING ON WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 3. MINIMUM NAILED CONNECTIONS FOR WOOD FRAMING MEMBERS SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE OR IBC TABLE 2304.9.1, IF NO OTHER CRITERIA IS GIVEN. 4. CONNECTORS SHOWN ON THE DETAILS ARE MANUFACTURED BY SIMPSON STRONG -TIE. WRITTEN APPROVAL BY ENGINEER REQUIRED FOR SUBSTITUTIONS. SHEATHING 1. ALL SHEATHING SHALL CONFORM TO THE APA - THE ENGINEERED WOOD ASSOCIATION DESIGN SPECIFICATIONS. SHEATHING SHALL BE CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. 2. WALL SHEATHING SHALL BE 5/8" DENSGLASS GOLD TYPE X SHEATHING. FASTEN TO SUPPORTS WITH 1" TYPE S BUGLE HEAD SCREWS ® 8" O.C. AT ALL PANEL EDGES AND 8" ON CENTER AT INTERMEDIATE SUPPORTS, U.N.O. 3. WOOD SHEATHING SHALL BE 15/32" (1/2" NOMINAL) APA RATED SHEATHING, EXPOSURE 1, 32/16, U.N.O. SHEATHING SHALL BE FASTENED TO SUPPORTING MEMBERS W/ 8d COMMON NAILS (FOR WOOD) OR #10 SCREWS (FOR LIGHT GAGE METAL) ® 6" O.C. AT PANEL EDGES AND ® 12" O.C. AT INTERMEDIATE SUPPORTS, U.N.O. SHEATHING SHALL BE TONGUE & GROOVE OR PROVIDE SIMPSON "PSC" PANEL CUPS, MIN. ONE CUP PER SIDE TO ALLOW FOR EXPANSION. 4. REFER TO DRAWINGS FOR SPECIAL SHEATHING OR NAILING REQUIREMENTS. THE SHEATHING SHALL NOT BE USED AS A NAILING EDGE. MASONRY CONCRETE BLOCK DESIGN AND CONSTRUCTION SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES," TMS 402/ACI 530/ASCE 5 AND "SPECIFICATIONS FOR MASONRY STRUCTURES" (TMS 602/ACI 530.1 /ASCE 6) 1. MASONRY MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: A. HOLLOW LOAD BEARING CONCRETE BLOCK: ASTM C90. MINIMUM COMPRESSIVE STRENGTH = 1900 PSI AT 28 DAYS. B. MORTAR: ASTM C270, TYPE S. MINIMUM COMPRESSIVE STRENGTH = 1800 PSI AT 28 DAYS. C. MORTAR: ASTM C270, TYPE M. MINIMUM COMPRESSIVE STRENGTH = 2500 PSI AT 28 DAYS. (USED FOR BELOW GRADE WORK) D. GROUT: ASTM C476. MINIMUM COMPRESSIVE STRENGTH = 2000 PSI AT 28 DAYS E. MASONRY JOINT REINFORCEMENT: ASTM A82 GALVANIZED F. MASONRY PRISM STRENGTH: f'm = 1500 PSI 2. PRIOR TO DELIVERY OF MASONRY UNITS TO THE JOB SITE, FURNISH TO THE OWNER AFFIDAVITS FROM AN APPROVED TESTING LABORATORY CERTIFYING THAT ALL UNITS CONFORM TO THEIR RESPECTIVE ASTM REQUIREMENTS. 3. GROUT ALL CAVITIES CONTAINING REINFORCEMENT IN LIFTS NOT TO EXCEED 5'-4". 4. LABORATORY PREPARED MIXES SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM C270. FIELD MORTAR SHALL BE TESTED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH ASTM C780 TWO SETS OF THREE MORTAR CUBES SHALL BE TAKEN DIRECTLY FROM THE MIXER FOR EACH DAY OF MASONRY WORK. TEST THE CUBES AT 28 DAYS. ACCEPTANCE OF THE MORTAR SHALL BE AT THE DISCRETION OF THE ENGINEER. ALL COMPRESSIVE STRENGTH TEST RESULTS SHALL BE AVAILABLE ON THE SITE FOR REVIEW BY THE INSPECTOR. 5. CALCIUM CHLORIDE AND/OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE INCLUDED IN MORTAR OR GROUT MIX, EXCEPT WHEN APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. NO ANTI FREEZE COMPOUNDS SHALL BE USED TO LOWER THE MORTAR'S FREEZING POINT. 6. NO EXTERIOR MASONRY SHALL BE LAID WHEN THE OUTSIDE AIR TEMPERATURE IS LESS THAN 40 DEGREES FAHRENHEIT, UNLESS THE RECOMMENDATIONS SPECIFIED BY THE "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" TMS 402/ACI 530/ASCE 5 AND "SPECIFICATIONS FOR MASONRY STRUCTURES" (TMS 602/ACI 530.1 /ASCE 6) FOR COLD WEATHER CONSTRUCTION ARE STRICTLY FOLLOWED. 7. THE MASONRY CONTRACTOR SHALL PROVIDE BRACING TO WITHSTAND HORIZONTAL PRESSURES AS REQUIRED BY THE BUILDING CODE AND LOCAL ORDINANCE. STEEL JOISTS 1. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE SPECIFICATIONS. PROVIDE ALL ACCESSORIES NECESSARY FOR COMPLETE INSTALLATION OF ALL STEEL JOISTS, INCLUDING BRIDGING, AS REQUIRED BY THE DRAWINGS AND THE STEEL JOIST INSTITUTE SPECIFICATIONS. METAL DECK 1. ALL METAL DECK SHALL BE DETAILED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH THE STEEL DECK INSTITUTE SPECIFICATIONS. 2. ALL METAL DECK SHALL BE CONTINUOUS OVER THREE OR MORE SPANS, EXCEPT WHERE STEEL LAYOUT DOES NOT PERMIT. 3. METAL ROOF DECK SHALL BE 20 GAUGE, 1 1 /2" DEEP, TYPE B. 36/7 FASTENER LAYOUT WIDE RIB METAL DECK, PAINTED. 4. METAL DECK SHALL BE ATTACHED TO ALL SUPPORTS W/ 5/8" DIAMETER PUDDLE WELDS 0 6" O.C. AT ALL PERIMETER SUPPORTS AND ® 12" O.C. ELSEWHERE. SEE THE ROOF PLAN FOR SIDELAP CONNECTIONS AND ADDITIONAL NOTES. MISCELLANEOUS ANEOUS 1. ALL DIMENSIONS ON STRUCTURAL DRAWINGS TO BE CHECKED AGAINST ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS BY THE GENERAL CONTRACTOR AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES, AND FOR SAFE CONDITIONS ON THE JOB SITE. 3. DO NOT SCALE THE DRAWINGS. CONCRETE BLOCK JOINT REINFORCEMENT: ALL CONCRETE BLOCK WALLS TO RECEIVE THE FOLLOWING JOINT REINFORCEMENT: LADDER TYPE JOINT REINFORCING WITH SIDE AND CROSS RODS WITH WIRE SIZE (W2.8 OR 3/16"0) SPACED 16" O.C. VERTICALLY (O 8" O.C. AT STACKED BOND, AT OPENING UNTELS AND SILLS, AT FOUNDATION WALLS, AND AT PARAPETS). (HOHMANN & BARNARD 220 "SUPER HEAVY DUTY" OR EQUAL WHERE NO MASONRY VENEER OCCURS AND 270 LADDER EYE -WIRE "SUPER HEAVY DUTY" AT MASONRY VENEER.) SIMILAR FOR CONCRETE BRICK PRODUCTS. CONCRETE BLOCK JOINT REINFORCEMENT NOT USED NOT USED NOT USED 7 NOT USED NOT USED COMPONENTS AND CLADDING WIND PRESSURE (PSF) V = 140 MPH (EXPOSURE: C) TA 10 SF 50 SF 100 SF WALLS 4 +42.8/-46.3 +38.3/-41.9 +36.3/-40.0 5 +42.8/-57.2 +38.3/-48.2 +36.3/-44.5 ROOF 1 +17.4/-68.1 +16.0/-57.6 +16.0/-53.2 it +17.4/-39.1 +16.0/-39.1 +16.0/-39.1 2 +17.4/-89.7 +16.0/-76.3 +16.0/-70.6 3 +17.4/-122.3 +16.0/-95.5 +16.0/-83.9 1 NOTES: LOADS BASED ON ASCE 7 SECTION 30.4. 2. PLUS & MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD & AWAY FROM THE PROJECTED SURFACES, RESPECTIVELY. 0. \`0+ O1 Nq-'� .o 4 WIND PRERSURE TABLE 3/4" = 1'-0" 0 w a 0 �flllllIi 1111�� Date: 2023.08.09 15:34:02-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 07.28.2023 DATE w GC D H V <o 00 Q N 00 Li. H Q eq Z in W0 _ eh orJco J 1� W W J � Z W W w 0 a w a 0 l v1-0oyo` f7i o _ ._ o vaa�u N3'3t, J3' aoc�o '20 Ova°'°2 v LD3..0Eo � U)� .. v o 2 U C � L P U v ° v L O a N c o ® 0 C:.o O N 00 O p° C O t t v.; v o C '^ •' a��uya v !q E v O E U C 00°'oy,cx, ° (ay V C y r N c U � +�� C`ov� .: O 'Vl o C Cwl v°-. C)° U C N Cl Cal Cl L �►' O w U C °rvio° Q v°°�'°E C�0 UoU�ao cU o C ' v 3°0°0: R' y n o j f�i! U U F- c ai _cCt a � �o � 60 � �3z SMi�Ki a 5Ci � . cl o Cl N m I 0 z m� 0 Z Z W m m G m U. N �- g N CO 00 ` 1 N n a 1 a NSN#: 40871 S4*0 3i STRUCTURAL NOTES HAMS 2'-0" x 1'-0" 16'-0" DEEP FIG. (TYP.) 6" _\ I/ S5.0 r— -------------------------------------- — ir-- -- --------------------------1 �y w 6'-0" A.F.F. UNLESS DRAIN IS TIED TO SEWER (SEE CIVIL FOR \ DRAIN LOCATION) SLOPE 4 FT. i 1++ 6" DIA. GUARD POST TOP 4' X ; W A.F.F. (2'-0" DIA. CONC. FOOTING 2'-4" DEEP) (TYP. 7 LOC'S) I I 6" CONC. SLAB W/ I I I � FlBERMESH OVER 6" �-- f w COMPACTED GRANULAR BASE �l I l I 1" DIA. DRILLED HOLE INTO CONC. SLAB FOR CANE BOLT (TYP.) I I � I w I I I INSULATED WATER MIXED WATER LINE W/JOSAM LEVER TYPE FREEZEPROOF HOSE BIB 6'- F Or �— —---------- ------------------ 7— 1 4 I I/ I I S5.0 I I a .i' L— --------------- ---?r �w--- 11 16'-0" 8" CMU W/#5 BARS 0 24" O.C. VERT. GROUTED SOLID & STD. DURO-WALL REINF. 0 8" O.C. _ VERT., PROVIDE 1 J5 BAR 0 EA END, CORNER AND EA. SIDE OF ALL OPENINGS (TYP.) PLAN — TRASH ENCLOSURE 5.0 1 /4"=1'-0" d CONCRETE CAP 06 -j R 0 I 12" CHAMFER (TYP. 0 CORNERS) SEE CIVIL T POST Ilk SEE PLAN 6"0 STANDARD WT. GALV. SCH 40 PIPE, CONC. FILLED (SEE PLAN FOR HEIGHT AND LOCATIONS) OR GATE POST CONCRETE PAD OR PAVING (SEE CIVIL) T/SLABAdN •d 'a` EL. 0'-O" e CONCRETE ENCASEMENT POST FOUNDATION DETAIL 3/4"=1'-0" 2 i i� S5.0 N /-6 T/POST & GATE ELEV. 6'-0" ALEMRE 1610-BL HYDRAULIC GREASE FITTING, TYP. 0 EA. HINGE 1"x6" TREX BOARDS BOLTED TO FRAME, COLOR AS SELECTED BY MCDONALD'S PROJECT MANAGER 6"0 STANDARD WT. GALV. SCH 40 PIPE, CONC. FILLED (PAINT PMS 123) METAL COLLAR, WELD TO POST (TYP.) SLOPE TOP OF CONCRETE AT POST FOR DRAINAGE -6 T/SLAB ELEV. 0'-0" r r Tn DROVIDE 8" UCH (TYP.) J � S5.0 L2"x2"yY4" STEEL ANGLE FRAME AND DIAGONAL BRACES — GRIND WELDS AND CORNERS SMOOTH — PRIME AND PAINT WITH 2 COATS RUSTOLEUM IFi i r------------------ I I I I I I I I I I B/FOOTING I I ELEV. (-)2'-4" MIN. L-I r - — — — — — — — — — — — — — — — — — — I I I I I I I I I I B PIPE FOOTING I I I III EL.EV. -4'-0" MIN. FRONT ELEVATION 1 /4"=1 ' —0" r. G.C. TO PROVIDE 8" BOLT & EYE LATCH (TYP.) L2"x2"xY" STEEL ANGLE FRAME AND DIAGONAL BRACES - GRIND WELDS AND CORNERS SMOOTH - PRIME AND PAINT WITH 2 COATS RUSTOLEUM CANE BOLTS I I CANE BOLTS I I I I s5.o i I I I 1 " DIA. DRILLED HOLES I I I I 1 " DIA. DRILLED HOLES --------------1 I I r-------------------------------- I I I I ---------- ------------- � I I 2'-0" DI. MIN. CONC. r FOOTING (TYP. EA. PIPE) I I T MASONRY PRE -FINISHED METAL EL. 6'-0" -.0- COPPING SNAPPED OVER CONT. TREATED 2x8 TOP CONT. METAL CLEAT PLATE ANCHORED TO CMU CONT. BOND BEAM W/ (1) #5 W/ 1i"Ox8" + 2" HOOKED CONT. T&B GROUT SOLID. ANCHOR BOLTS 0 32 O.C. PROVIDE 2-#5x30"x30" CORNER BARS. NEW 8" CMU WALL. SEE PLAN FOR REINF., GROUT CORES WITH BARS SOLID FULL HEIGHT oo CONT. BOND BEAM W/ (1) #5 ES5 CONT. T&B GROUT SOLID, Vl �E COMPRESSIBLE JOINT FILLER o NEW SLAB, SEE FINISH GRADE PLAN FOR REINF. OR PAVEMENT HOOK DIA. CANE BOLT W/4" HOOK COLLARS (TYP.) BOLT DETAILS N.T.S. a c d" I I I I I I I I I I I I I J ---------------- � I I I I I I I I I I I I I I I AS APPLICABLE T SLAB o EL. O'-0" V METAL COLLAR TO d `'6 FIT OVER 6" DIA. 1 L POST, GREASE 1 GROUT MASONRY SOLID AREA BETWEEN BELOW GRADE TYP. POST AND HINGE d z d '4 .. o d d a d a o . a 4• o• W-- d— — d— N 4 1" WELD ANGLE 3" CLR. ALEMITE 1610-BL TO FRAME SEE PLAN TYP. HYDRAULIC GREASE FITTING, DRILL & TAP #5 DOWELS W/ STD. HOLE (TYP. EA. POST) , ' 1 HOOK BARS 0 16" O.C. (ALTERNATING SIDES.) 4 WALL SECTION 6 HINGE DETAILS 5 00 3/4„=1,-0„ S5.0 N.T.S. HOOK �4" DIA. CANE BOLT W/4" HOOK COLLARS (TYP.) 16 GA. SHEET METAL PL, BOLT TO PANELS LEFT BOLT SHOWN, RIGHT BOLT SIMILAR METAL COLLAR TYP. WELD BOTTOM COLLAR TO POST, BOLT TOP COLLAR TO GUARD POST z O a_ R' CMU BLOCK w 0 k�ra�1111 i i illit `4�. , 5K•K�e 4 i 9MTE OF y� '••;eCOR10�;•' Date: 2023.08.09 15:34:37-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 07.28.2023 DATE w ix D H v o � Q N C LL r_ M N �Z Ln w 17 w V W .-. l7co uj V1 J tv0 Z W Z W 2 in O a a U r o C N ��OOOC ,O ° c �++ O i U o.aaivai°��>> J o a� °v o �, o. � o_ w v�3�Ewwm V .� 0. �.=Zvtvco+a o cv 3•' ° ® V O c N o yt � o � o o C o L t ° 2 V v c E�c r v V Co � X •., O N V V N N= N _ c U t U Co � J C� O ° P U C 4;i5 (OJ-0 , '~ O v O.c N 0 ID Z vDNc I l 0 V c 4) 0, O V.y C� o y V G Q p O N 0 N CO 7 4a1 7 w N 0 V ° a N ` O oo;0000a " °' ='� 00 C 0 0 a j ai V U r o o o r_ 0= a H 0. Caim �o 8 z M � N 04 00^ c N x o O N m m Z J m 3 Z W p m Q �� m s I _jt; to _ z c) 00 N NSN#: 40871 S5,oO DUMPSTER DETAILS 1 3 4 y'M h ....... ...... ._._... .. ....... ...... .-... ..ram^- �4 ICU - -~ 4 / 17031 S.F. ---- ---� ........... P2 f ,� �6 1 I ROOF ACCESS ?1=ROOF= PLAN 41-0 DRAWING NOTES i _ ! T _ ..... �_ Al 71 'Ile E/EF ( I I 1 I.._..........._. _ - - - -00 CFM I 33 'ti r� !, 1� I I M5 -J - - - M4 EF CD 2 �17 A_ -- — --- ----- ROOFTOP EQUIPMENT LOCATIONS SHOWN ARE GENERAL. ACTUAL LOCATIONS SHALL BE COORDINATED WITH THE STRUCTURAL DRAWINGS. �,1OF OPENINGS FOR ROOFTOP UNITS AND EXHAUST FANS SHALL BE COORDINATED THE MANUFACTURER. ROOF OPENINGS FOR PIPE PORTALS SHALL ONLY BE LARGE ENOUGH TO ALLOW PIPE AND CONDUIT PENETRATIONS. PIPE PORTAL CURB SHALL BE FILLED WITH AS MUCH BATT INSULATION AS POSSIBLE. PRIOR TO INSTALLING THE TOP OF THE EQUIPMENT PLATFORM, INSIDE OF THE PLATFORM SHALL BE INSULATED WITH AS MUCH BATT INSULATION AS POSSIBLE. RD-2 1,034 S.F. f� 0 KEYED NOTES Fm_l I ARROW INDICATES DIRECTION OF EXHAUST FAN HINGE SWING (TYP.) F-16"O ALUMINUM EXHAUST DUCT FROM EXHAUST FAN (EF-5). PROVIDE PORTALS M2 PLUS PLASTI-FLASH WITH C-126 CAP (OR EQUAL) FOR ROOF PENETRATION. TERMINATE DUCT A MIN. OF 24" ABOVE FINISHED ROOF WITH GOOSENECK. ROUTE PVC CONDENSATE DRAIN PIPING TO ROOF DRAIN AND TERMINATE WITHIN 6" M3 OF PRIMARY ROOF DRAIN BODY. PROVIDE U-TRAP AT ROOFTOP UNIT CONNECTION. SLOPE PIPE ® X" PER FT. (MIN.) TOWARD DRAIN. REFER TO SHEET M4.0 FOR ADDITIONAL INFORMATION. Fm4] PROVIDE HAIL GAURD FOR RTU-1 PROTECTING CONDENSER COIL FROM GREASE. F M5 EXHAUST FANS WITH WINDBAND EXTENSION AND/OR RAISED CURBS TO PREVENT DIRECT GREASE BLOW ONTO CONDENSER COIL OF UNIT RTU-1. F61 NOT USED FM 7] NOT USED Fm_81 NOT USED Fm 9 ROOF PIPE PORTAL FOR MAC UNIT 10 ROOF PIPE PORTAL FOR CONDENSING UNITS Fill ROOF PIPE PORTAL FOR ROOFTOP UNITS (TYP. 3 LOCATIONS) 1551 [Ml]2 NOT USED 13 NOT USED ®1 ARROW INDICATES DIRECTION OF AIRFLOW FOR CONDENSING OR ROOFTOP UNIT AIR INTAKE (TYP.) REFRIGERANT PIPING SUPPORT AS REQUIRED. PROVIDE ROOFTOP BLOX MODEL F15 RTB-01 (OR EQUAL) AND ALL NECESSARY ACCESSORIES FOR PROPER PIPE AND CONDUIT SUPPORT. PROVIDE GALVANIZED PIPE SHIELD TO PROTECT INSULATION AT ALL SUPPORTS. P1 NOT USED PLUMBING VENT THROUGH ROOF (SEE PLUMBING DRAWINGS). PROVIDE PORTALS P2 PLUS PLASTI-FLASH WITH C-126 CAP (OR EQUAL) FOR ROOF PENETRATION. FP 31 PRIMARY ROOF DRAIN WITH DOME STRAINER (SEE PLUMBING DRAWINGS) (TYP.) FP41 OVERFLOW ROOF DRAIN WITH DOME STRAINER (SEE PLUMBING DRAWINGS) (TYP.) [P5] AREA OF ROOF SERVED BY ROOF DRAIN (TYP.) �1 �l RD-3 I 3 _ ! 3 i LA.) � I ��' I I j ! M11 z O F- d 0 (n W 0 uj 0 w %X0\\,• JOSE'PH p ii�i *'• No. 8g / '* = •/'lily ��• STATE OF rrrrili�� 2023.08.11 12:09:36-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11 /2023 DATE CU CU ! ! or 7 I— e 2 ! I 3.0 �(^ o � ---- -- -- — d N Cc) � WF;q N1 O +: i I � z in � LO / l J w W / Q Z w LL / P5 1 10 w 2 in 0 —4 a n a a / 1,027 S.F. 3 00 Lam' J "O O y N _- - 0 0 0 0 0 0 0 -- - ---------- - - --- -- ` ` U O O 7 ++ D cu O "0 o O o ai�a�C U C N U N O C L j Q♦ I� O w U iL.., O C O� d N V// Cp 0 0*3, O C': -O ® O C Ql C;C .0 U O V O O O O t 0: O O C /� N C c _cn O O 7 p E V C C U C O p� 0 O J~ C N O O N U C U? O L a y•N� 0_CD V.N. Q v O U L N 0 Q 7 N 7 O y U V U CDL O � C V1 O ul 0-0 3„ c pO. o `O O O p O i a +T y ! O w 0 C Nao; fn `2 0 c� o��PIPE PORTAL SCHEDULE SEQUENCE OF OPERATION a MANUFACTURER CURB DIMENSIONS CURB TYPE CAP TYPE (QTY) SERVES THERMOSTAT SETTINGS RTU-1 SETPOINTS cw N o &o RPS 12"x12"x11 "H RC-2A N18 (1) THROUGH MODE FAN COOLING HEATING z 0 w 0 8 Y Cn N RTU-3 OCCUPIED ON 75'F 7VF _ N o w N CU-1 UNOCCUPIED AUTO 90'F 55'F a N c ri RPS 43"x12"x13"H RC-2A N18 (3) THROUGH HUMIDITY CU-3 HUMIDITY SETPOINT (FOR DEHUMIDIFICATION UNITS ONLY) 60% p N RPS 12"x12"x13"H RC-2A N18 1 RTU-1. RTU-2 & RTU-3: m { } CU-4 1. OCCUPIED MODE SHALL BEGIN AS FOLLOWS: m • RTU-1: 1.5 HOURS BEFORE OPEN # • RTU-2: 1 HOUR BEFORE OPEN • RTU-3: 30 MINUTES BEFORE OPEN z 2. ROOFTOP UNIT FAN SHALL RUN CONTINUOUSLY DURING C) OCCUPIED MODE 3. ECONOMIZER SHALL BE OPEN DURING OCCUPIED MODE m m 3 z w py (OUTDOOR AIR THROUGH ROOFTOP UNITS SERVES AS MAKE—UP En AIR FOR THE KITCHEN EXHAUST SYSTEM) — REFER TO E3.2 12 00 FOR HOOD/FAN INTERLOCK DETAILS. <[ cG m 4. UNOCCUPIED MODE SHALL BEGIN ONE (1) HOUR AFTER STORE cn o V) CLOSES Q # & E In 5. DURING UNOCCUPIED MODE, ECONOMIZER IS CLOSED AND (— HEATING, COOLING AND FAN OPERATE IN AUTO MODE (ON 0 o DEMAND) N w v a s 04 0 CD 00 o t rn F V� o NSN#: 40871 z Ili 0 m 1 '00 U) ROOF PLAN W 3. 4. 5. 1AC 4 (BELOW CI Q DUCTWORK PLAN 1 4 =1 -0 DRAWING NOTES ALL DUCTWORK SHALL BE RUN BETWEEN OR THROUGH THE JOISTS UNLESS NOTED OTHERWISE. DUCTWORK DESIGNATED WITH (B.J.) SHALL BE RUN BELOW THE JOISTS. DUCT SIZES SHOWN ARE INTERNAL FREE AREA DIMENSIONS UNLESS NOTED OTHERWISE. ALL SHEET METAL DUCTWORK SHALL BE EXTERNALLY INSULATED. INSULATION IS NOT SHOWN FOR CLARITY. SEE MECHANICAL NOTES FOR INSULATION REQUIREMENTS. CARBON STEEL KITCHEN EXHAUST DUCTWORK SHALL BE EXTERNALLY INSULATED. INSULATION NOT SHOWN FOR CLARITY. SEE MECHANICAL NOTES AND DETAILS FOR INSULATION REQUIREMENTS. RETURN AIRFLOW VOLUME SHOWN ON PLAN IS FOR DUCTWORK SIZING PURPOSES WHEN THE UNIT IS IN RECIRCULATION (UNOCCUPIED) MODE. DIFFUSERS IN DINING ROOM ARE SPECIFIC TO THE DECOR PLAN SHOWN. DIFFERENT CEILING LAYOUTS MAY REQUIRE A DIFFERENT DIFFUSER TYPES, QUANTITIES, LOCATIONS AND FINISHES/COLORS. KEYED NOTES I-M 1 18x20 SUPPLY AND 11x30 RETURN DUCT DROPS FROM ROOFTOP UNIT (RTU-2) FM2] 20X60 SUPPLY AND 15X60 RETURN DUCT DROPS FROM ROOFTOP UNIT (RTU-1) F3 20X60 SUPPLY AND 15X60 RETURN DUCT DROPS FROM ROOFTOP UNIT (RTU-3) [M4] PROVIDE SHEET METAL DUCT AT ALL DRAFTSTOP WALL PENETRATIONS (TYP.) (WHERE REQUIRED BY CODE.) M5 6"0 ALUMINUM DUCT FROM EXHAUST FAN UP THROUGH ROOF FM 6 EXTERNALLY INSULATE EXHAUST DUCT FROM FAN TO ROOF PENETRATION FM7 STEADY STATE SPEED CONTROLLER FOR CEILING MOUNTED EXHAUST FAN. STEADY STATE SPEED CONTROLLER SHALL BE INSTALLED OVER SUSPENDED CEILING FOR ACCESS. DO NOT INSTALL OVER AREAS WITH DRYWALL CEILINGS. MECHANICAL CONTRACTOR TO PROVIDE 12"x4" LOUVERED RETURN AIR BEHIND EACH MENU BOARD. TITUS MODEL M8 #23RL (OR EQUIVALENT). REFER TO DETAILS ON A3.1 FOR ADDITIONAL INFORMATION. P91 BUILDING AUTOMATION SYSTEM LOCATION. SEE LIGHTING CONTROL DETAILS ON SHEET E4.1. 10 MOUNT AIR CURTAIN TIGHT TO CEILING Fill MOUNT AIR CURTAIN WITH BOTTOM OF UNIT AT TOP OF DOOR FRAME MOUNT AIR CURTAIN WITH BOTTOM OF UNIT ABOVE DOOR FRAME AND TOP OF SWITCHGEAR TO MEET 3'-0" 12 MINIMUM SWITCHGEAR'S CLEARANCE REQUIREMENT FOR DIFFUSERS INSTALLED IN DRYWALL CEILINGS, VOLUME DAMPER IS INTEGRAL TO DIFFUSER AND ADJUSTABLE 13 AT FACE OF DIFFUSER (SEE NOTE 18 UNDER "VENTILATION SYSTEMS" ON DRAWING M4.0 AND AIR DEVICE SCHEDULE ON DRAWING M4.1) F114FOR DIFFUSERS INSTALLED IN DRYWALL CEILINGS, INSTALL HIGH -EFFICIENCY TAKE -OFFS WITH VOLUME DAMPER IN FULL -OPEN POSITION TO FACILITATE BALANCING AT FACE OF DIFFUSER. NONCOMBUSTIBLE WALL CONSTRUCTION BEHIND TYPE I KITCHEN HOODS. REFER TO SHEET A1.0 FOR MORE 15 INFORMATION. HSET DIFFUERS (S-4) FOR VERTICAL AIR THROW PATTERN (TYP.) GENERAL CONTRACTOR SHALL PROVIDE ADDITIONAL T-BAR FRAME TO PROPERLY LOCATE DIFFUSER AS SHOWN. F117 AIR STREAM FROM DIFFUSER SHALL COVER ENTIRE DOOR FRAME OPENING. VENTILATION CALCULATION - 2020 FBC - MECHANICAL, 7TH EDITION UNIT AREA SERVED AREA Fr (Az) CFM/PERSON (Rp) CFM/FTZ (Ra) PEOPLE OR PEOPLE/1000 FTz (Pz) UNCORRECTED REQUIRED O/A CFM (Vbz) Ez* Eu** REQUIRED O/A CFM (Vot)*** ACTUAL O/A CFM REQUIRED EXHAUST CFM ACTUAL EXHAUST CFM RTU-1 PRESENTER 330 5 0.06 5 45 0.8 1 0.9$ KITCHEN 1 711 1 7.5 1 0.18 1 18 - 0.8 308 314 1500 0 RTU-2 SUPPORT MANAGER'S OFFICE - CREW ROOM 614 62 0 5 5 0.12 0.06 0 1 _ 5 74 9 _ 0.8 0.84 - - - - - - 0.8 0.8 100 0.06 31 ORDER 150 5 0.06 8 47 0.8 - - 160 190 400 0 RTU-3 DINING 1322 7.5 0.18 93 932 0.8 0.91 - - VESTIBULE 1 62 0 0.06 0 4 0.8 - - VESTIBULE 2 42 0 0.06 0 3 0.8 - - WOMEN'S 136 0 0.06 0 8 0.8 - - MEN'S 122 1 0 1 0.06 0 7 0.8 - - 954 1048 1200 0 EF-1, 2 & 3 KITCHEN 711 - 0.7 - - - - - - 98 2405 EF-4 WOMEN'S 136 - - - - - - - - MEN'S 122 - - - - - - - 00 200 00 F200 200 400 EF-5 JANITOR'S CLOSET 20 - 0.7 - - - - - - 0 75 * Zone Air Distribution Effectiveness Based on ASHRAE 62.1 Table 6.2 for Ceiling Supply of Warm Air Above Space Temperature and Ceiting Return (FMC Table 403.3.1.1.1.2) *" Ventilation System Efficiency Based on ASHRAE 62.1 Table 6.3 and Section 6.2.5 (FMC Section 403.3.2.3 MZ) *** Corrected Required O/A Intake Required for System Calculated Based on ASHRAE 62.1 Section 6.2 (FMC Section 4033) UNIT RTU-1 RTU-2 RTU-3 EF-1 EF-2 EF-3 E F-4 EF-5 TOTALS AIR BALANCE SCHEDULE SUPPLY At RETURN AIR OUTDOOR AIR EXHAUST AIR 7200 5700 1500 1600 1200 400 6000 4800 1200 14800 1 11700 1 3100 1350 S75 480 400 75 2880 PRESSURE 1500 400 1200 -1350 -575 -480 -400 -75 220 NOTES 1. BALANCING TOLERANCES ARE AS FOLLOWS: HOODS: 0% TO +10% OUTDOOR AIR: 0% TO +10% SUPPLY AND RETURN AIR DIFFUSERS: -10% TO +10% TOILET EXHAUST AIR: -10% TO +10% 2. BALANCE ROOFTOP UNIT SUPPLY AND RETURN AIR PRIOR TO TURNING ON EXHAUST FANS. 3. EXHAUST HOODS SHALL BE BALANCED WITH A 4" VANE ANEMOMETER. 4. RTU BLOWER TO RUN CONTINUOUSLY DURING OCCUPIED HOURS. REFER TO SEQUENCE OF OPERATIONS ON M1.0 AND E3.2 FOR HOOD/FAN INTERLOCK DETAILS. HEATING SCHEDULE EQUIPMENT INPUT (kW) OUTPUT (BTU/HR) REQUIRED HEAT (BTU/HR) ROOFTOP UNIT (RTU-1) 26 88,738 67,100 ROOFTOP UNIT (RTU-2) 7 22,184 23,600 ROOFTOP UNIT (RTU-3) 26 88,738 77,700 TOTALS 59 199,660 168,400 15 1 x., JOSEP& � , " * No. 96r2, - 7 * ,70% STATE OF •:g S a. • ? ii� • OR{D•..G�```� NALV THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11 /2023 DATE W f1" H V fY �N o a NLU g -z 5 kn mV W ... ..J h W z W W w 2 O a r- a a O T U O N O _ N N O N 0 0 0 O 0 aW vvv p U Q N N� 7 � ` a 2� 1 0 0 J CL S a o ` O v � mfn {- °- o U C N U _ N N C U p-U N O C4 70 �cvo'ca NC 0 0 3� v a)® C O O 4)U C O O C V♦ U O o o0'_1 0Uio pO ..� x ...-. N U C N O - C 2 J~ C N O us) \mV o oF v C: U)o O U C N O 77 N N.ma y_ Ow U cc X, 2. v E U 7 0 M ~ O y n O U � , 0 N (2 O N C - L N+L.+„'"" d.. O li C ; w.� C 2'-w v O O O�Q O o e .''O- U N C N' U OU aU d 7 7 N CO a O m 0 2 � L •" O°c:ai�c a p w Y r7 z 3 I PO 8 in " 0 N N ¢� ^O } O 04 m C.� z a m 0 W Z_ p (� Z J c o NLn N Fr 0 W 0 0 C) 00 W w W F CV M o cn Ol NSN#: 40871 z 0M tj 1 *2 N DUCTWORK PLAN LIQUID & SUCTION FOR COOLER EVAPORATOR (APPROX. 40 FT. RUN) 1 \ MECHANICAL PIPING 1.4j— —174 =1 —0 DRAWING NOTES REFRIGERANT PIPE SIZES SHALL BE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. KEYED NOTES FM, REFRIGERANT LIQUID AND SUCTION LINES UP THROUGH ROOF TO CONDENSING UNITS (TYP. 6 PLACES - SEE DETAIL 3 ON DRAWING M3.0) ABS ICE MACHINE APPROX. 35 FT. RUN) z O H d V 1n W 0 W Q !Y ``` %%111111111/// `�� PAL JOSEpHA i�� No. 862�1' r "0. STATE OF •4` O RIO P••G�2`� THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11 /2023 R5, w o� v 0 Ix F- in o Q N uj C LL. - Z �go� InM t7 100 eh m V' W 00 „ Ln J .Z W Z CL w 44i tth 0 a a � m � y ° U O N N v C r+ L o• o_ v a� y > J n 0 uvv ap w ° of _O O U c U +y+ Q y o w iJ C 0+ C OV O u C# O O O ® C O '0 i C O -c O y 0 C InO a �'`w. C C y O O O o y U c Y/ L ° C U'� O O O p X toLu C+ N N t N c y \L v °.Q c•jv cOiD L U° N 0 c V° O y- L D C CO 7 UPI 7 0 N U 0 Uy L ao Q LL •; w` C N •; � U 0 0 0 ® 0 3 0.0 D v L W N V 0 C w 0 N 0 7 (n 0.2 V y ar y tr- a3 c m a �o z p I t9. Y �n0 ifi " m F- G N ~ [V 2 N O CV m m I 0 _Z E3 J m 3 c3 z 0 m12 °D it L c 0 m aL o m I a r O O N� M 0 W W1 O 2 U G N N w f-n o NSN#: 40871 0 z w M 1• 4 to MECH. PIPING PLAN co 0 E OD N M m 7t E E rn O EO 0 E rn CD N N 3098.8 mm [122'1 u-� KITCHEN EXHAUST HOOD TAG: KH-1 (SEE KITCHEN EXHAUST HOOD SCHEDULE) SCALE: V= V-0" 1 8' - 4„ [2540] CEILING 24" HEIGHT [610] A.F.F. 36" 33" [914] [838] FRY COOKING GRILL COOKING SURFACE SURFACE 52" [1321] 60" [1523] 26„ [838] [660] 9„ [229] ID 17„ [433] 5 7/16" [138] 1" HIGH TEMP BLANKET INSULATION 3" [76] SPACE ,1" HIGH TEMP BLANKET INSULATION . REAR CONSTRUCTION COMPLIES WITH NFPA 96 68" [1 /26] 50" 18" [ 12701 [457] rrrr�rrrrrrrrrr _ aA 18 5/8" [473] 23" [582] 12" nl ipT n1A O" in KITCHEN EXHAUST HOOD TAG: KH-2 (SEE KITCHEN EXHAUST HOOD SCHEDULE) SCALE: X"=1'-0" 9,1 226] [153] 8'-9„ 2667 CEILING HEIGHT A.F.F. 24" 610 11 36" 33" 914 838 FRY COOKING GRILL COOKING SURFACE SURFACE 17" 433 6 1 /4" 162 10" 254 1" HIGH TEMP BLANKET INSULATION 3" [76] p SPACE 1" HIGH TEMP BLANKET INSULATION REAR CONSTRUCTION COMPLIES WITH NFPA 96 61 1 /2" 1561 43 1 /2" 11. .4 18" 110�- 457 �r r r rat r r r r r r r r r r 7" nl i^T f11A 7-. /A* 1 r% KITCHEN EXHAUST HOOD TAG: KH-3 (SEE KITCHEN EXHAUST HOOD SCHEDULE) SCALE: X"=1 '-O" 9„ 226 153 MaDQNALD'S CORPORATION M. OAK BROOK, ILUN018 b021 9QvIp.IID. EXHAUST HOOD: IIH SERIES MLINQF, ID. HKD SERIAL E '-$512341 M/kUK RQUIP.110. 011:500104 MFO LATE Unlit smamm cum ExFp31i5r AiR# aw. E%NAusl AN4kow, i tENDiTH OF moues fPltlltDt tlA4rrnj of CFK* OF ., #1408 lEN6TH 1KlDUD:T N15614 LJ }4MAWEV, ; te61 149 021 t 143 03,31 I'll (12J) 8�f 12"(8�31Qj tet(1di.51. t517. (14-�j 1.83 T?S (33e.fi) Ia2 (12-9) i3 2;12.2j FOR USE OVEIi EOIM(IiEKIAL OU OR ELECTRIC COONING 15910fMEN'f LIP 1"k14dwr am PC&T UPPED 1pLAM OF 230E0 COOKER IMY W "P M 4WF 011*4 33` " m) 4A UNtCtEAPAWE FROM iCOOKNO 9"ACE To r-AOkt LOWER .EDGE OF NE>'OD 41rf 08.4j+Rm) Mt4WM C.EARP MCE FROM GQOfSi`AG StiRF4CE T8 FRONT LaWEDi Ease Of NOOO -2 M! dI7,1Bram) Mlrr 4 SM HOOD OVERHAFTG FROM EDGE Of CCOCKNQ SUW. ACE -16 g4"011116Mh1) MiA*Mj FRONTlHOOD SETW.X FROM EDGE OF CcOKNC# SURFACE' - MESE° ► OM ARE UNT!V FOR DIRECT REM MOLWTM ON ACC` STOLE SURFACE kI0, Q% MAY Ile INSTALLED WITH DUCTS OR ESP DEtECTLY ON 70P. OF HDaDS AS01EM®LY WNE N A GRU IS OPEEi M UN0E►1 THE HOWm C'KT LION SIDE PANEL {REiMONA8LR1 0;Rr►N7ED3RAL) MUST so MOkIFITW s, r Vii1mH PQ OF hOO.O %AOACEr4T TO THE ORS FI[ TeR S AU 0 1' JdE Ff LI�IQEEII Wff41 F>t?EF$ TEST � TO IaL 1b4E $'*ANg#RDS. 4" use WVAIiWS MOOM kEV4E OMLL OR FOR, USE WMAWOR MODE). C842 GRU ONLY TWASOVABLE SOESidWS WHA 8E INDFWDUMLY MM&D AS FODJ.UTA+ ! uH SERDESl NILL f H or UI THEE* W= ARE USt20,FOR CONPUAWEW th OBO, SOCA. Ali 28=1 PER NER3ZO -THESE HOODS MUST N INSTALIAO PER NfPA9Ei c �to IrAmk r 4©0'r ptHAUIBT No01Ei'WITI OUT EXHAi1RTMII P91 O (DOA' D ETA I L UL LABEL 2 SCALE: NONE 16x8 TRANSITION TRANSITION FLANGE HOOD TOP OPENING UL LISTED HIGH TEMPERATURE FLEXIBLE CERAMIC GASKET FASTEN DUCT TO HOLD TOP W/ 1/4" STEEL NUTS do LOCKWASHERS D ETAI L HOOD CONNECTION SCALE: NONE DRAWING NOTES 2 1. 16 GA. STAINLESS STEEL MATERIAL USED FOR HOOD CONSTRUCTION 2. FILTER BAFFLE: UL FILE R14372, VOL. 1, SEC. 1 UL CONTROL NUMBER 51-65 MEA-446-92-M 3. EXHAUST HOOD: UL FILE MH 12755, VOL. 4 UL CONTROL NUMBER 781-1 4. UTILITY CHASE AND RACEWAY: UL FILE E163328, VOL.1, SEC.3 5. HIGH TEMP GASKET: UL FILE MH12755, VOL. 2, SEC. 1, ILL. 9 6. HOOD CONSTRUCTION COMPLIES WITH NSF STANDARD 2 7. HOOD PERFORMANCE TESTED IN ACCORDANCE WITH UL 710 8. UL 300 AND NFPA 17A COMPLIANT R-102 WET CHEMICAL SYSTEM INCLUDED WITH HOOD INSTALLATION 9. ANSUL CONNECTIONS AND STARTUP BY APPROVED ANSUL REPRESENTATIVE 10. REFER E3.2 FOR HOOD/FAN INTERLOCK DETAILS 11. CAPTURE JET PLENUMS ARE TO BE ATTACHED WHEN CALLED OUT PER KITCHEN SCHEDULE. z O CL U LEI 0 LLI Q lirlill�� JOSEPHA * �� '7k _ � No. 96� — eP ��• STATE OF /10NAVC THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11 /2023 DATE Lu V D �11 0 to LLJ Q N � ILL F Q Cif H` 0 M Cf CO ��► V W Go fLd Y ,Lu z J tD w ui w 2 th O oc a a O U QF :5 ° N 0 0) 0 0 ° �_ ° v V 0 0 °�o 11 0 a v � O 0-0 V a p L c,3 criE of o 0 _ O 02 N i b in +-� N +J O = p O 04 cv0o,a N cn o '00 ° c� y -+� C 0 � Ql c 00 U p 0 �Lv• vvc U O C E Cn O -6, .N U C ° c U C O y 0 co N U C p L O O -1 ` i O /o �, -J C U .2 N C O UL c Q O L I N T ID a rn E U0 0O c U C N O c ` OT7 v+g vim" v,a o c o c"_ o o ;0-0o°c yvmc C: O N 0 :3CO N U OU a0 a ° rn laJ L O.L.. 0 O N N F a3 C N in m ? N O Eli Z p w wN I 0 w � ]C 0 D-�/I N N o N N � 0 o O N CV m m Ca Z 0 m Z w Q 0 2 � m Q c o m L a7 L� Z 99 n 0 o O .- �— Nw 00 o W von FCD o Dr1 in o NSN#: 40871 d z W • 0 in EXHAUST HOODS KEYED NOTES: 22 GMIN. STEEL KEYED NOTES: KEYED NOTES: m U AC UNIT HOUSING 1. SHEET METAL DUCT DROP /1. REFRIGERANT LIQUID LINE 4-#10 METAL SCREWS HVAC UNIT 1. PROVIDE BATT INSULATION 1 (SUPPLY, RETURN OR 2 1 " WIDE x 14 GA. OR x 2 1 2. REFRIGERANT SUCTION LINE ® EA. SKEWED STRAP GASKET PER MANUF. FOR TEMPERATURE SENSORS EXHAUST) () WITH 1" THICK EXTERNAL TO CURB RECOMMENDATIONS INSTALLED IN HOLLOW CAVITY 2. FOAM GASKET BETWEEN DUCT 12 GA. ASTM A-653 GALV. FOAM INSULATION (ARMAFLEX 2-#10 METAL SCREWS WALLS 2 AND CURB STEEL ANGLE. UTILIZE (2) MIN. BY ARMACELL OR EQUAL) 0 EA. VERTICAL STRAP UNIT SUPPORT RAIL 1 2. 2x4 ELECTRICAL BOX 3. ROOF CURB 3 3. STAINLESS STEEL CLAMP PER CORNER. 4 TO CURB 3. SENSOR (TEMPERATURE, 4. ROOF LINE 4. APPLY WEATHERPROOFING %"x3' METAL SCREW W/ 2 HUMIDITY OR CO2) 3 5. 6" FACE-TO-FACE CANVAS FASTEN CLIP VERT. LEG TO 5 OVER FOAM INSULATION 2"x 12" 20 GA. GALVANIZED WASHER (4 3 4. MOUNT SENSOR(S) BETWEEN FLEXIBLE CONNECTION 22 GA. STEEL HOUSING 7 (ALUMAGUARD BY POLYGUARD ANCHOR STRAP (4 PER SIDE) 4'-0" TO 4'-6" A.F.F. z 4 6. 2" EXTERIOR INSULATION ' WITH (5) #10 SAE GRADE 6 OR EQUAL) STRAPS PER SIDE - O (SUPPLY AND RETURN) 2 MIN. SHEET METAL 5. WRAP FOAM INSULATION OVER 2 SKEWED 45') PREFAB ROOF CURB - a_ SCREWS PER CLIP. FASTEN _ _ PIPE PORTAL NIPPLE AND (ROOF TOP UNIT) Of 5 CLIP HORIZ. LEG TO 8 STAINLESS STEEL CLAMP 2-#10 METAL SCREWS _____ ANCHOR STRAPS 4 cn I -BEAM RAIL WITH (1) Ya"0 6. RESTART FOAM INSULATION ®EA. SKEWED STRAP ------ --- TYP o SAE GRADE 2 MIN. THRU IMMEDIATELY AFTER PIPE TO ANGLE BOLT CENTERED ABOUT LEG PORTAL PENETRATION 1-#10 METAL SCREWS PREFAB ROOF 7IL 7. INSULATE BOTTOM OF ROOF 0 EA. VERTICAL STRAP Xo CURB 6 PORTAL CURB (MIN. R-19) TO ANGLEROOF FRAMING ISOLATOR PADS BEYOND(MIN. 4 PADS PER UNIT)8. PIPE HANGER ____ 9 9. LIGHT GAUGE GALVANIZED ° o ° I -BEAM STEEL PROTECTIVE SHIELD (SEE STRUCTURAL DWGS) ELEVATION ui D ETAI L , D ETAI L r2 D ETAI L 3 SECTION DETAIL D ETAI L s DUCT DROP INSTALLATION 3.0 A/C UNIT TIE -DOWN 3.0 REFRIGERANT PIPE INSTALLATION M3.0 ROOFTOP E4 REMOTE SENSOR INSTALLATION 3.0 SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE EQUIPMENT SECUREMENT DETAIL 3.0 SCALE: NONE _................._ ...... ,....... Y _ ..� ( �- 4 KEYED NOTES: KEYED NOTES: ��`JOSEP 11,/..i I 5 3 1. EQUIPMENT STAND PER STRUCTURAL 1. EQUIPMENT STAND PER STRUCTURAL ``�G•.�ti'�� SEE NOTE M2 ON SHEET M1.2 DRAWINGS DRAWINGS 1 2. 6'-6-'a"x3'-8y4"x2'-9%"H CONDENSING UNIT 2. 34"x247i3"x25)a"H CONDENSING UNIT I 3. FASTEN CONDENSING UNIT TO TOP OF 3. FASTEN CONDENSING UNIT TO TOP OF RTU-1 _ 7 I 5 • No. 96 * " PLATFORM AND SEAL FASTENER PLATFORM AND SEAL FASTENER _ PENETRATIONS WITH UV RESISTANT 5 5 PENETRATIONS WITH UV RESISTANT' I.d o e .,1 SEALANT. REFER TO DETAIL 2, THIS SEALANT. REFER TO DETAIL 2, THIS ��•,• STATE OF DRAWING. DRAWING. �'. '�[oR�oP.•.`�.`�. 4. OUTLINE OF SERVICE CLEARANCE ` ( _ 10 4. OUTLINE OF SERVICE CLEARANCE - - - - - - - - '�i//IONAL��`` - - - - - - - EXTENDING 3'-O" FROM CONDENSING UNIT 2 3 2 i EXTENDING FROM CONDENSING UNIT ON PLENUM/1/111111 % 2 ALL SIDES ON ALL SIDES ` 5. CONDENSER AIR INTAKE 5. CONDENSER AIR INTAKE (BOTH SIDES) - - - - -" 6. CONDENSER FAN OUTLET CANVAS I 6. CONDENSER FAN OUTLETS ON TOP OF UNIT F- '- _ - - --- `° ` - M -` mq_ �- '� 7. DISCONNECT SWITCH FURNISHED WITH UNIT 7. DISCONNECT SWITCH PROVIDED BY COLLAR THIS DOCUMENT HAS 1 _ _ ELECTRICAL CONTRACTOR _ _ BEEN DIGITALLY SIGNED 8. PROVIDE PIPE SUPPORT AS REQUIRED i (TREATED LUMBER IS NOT ACCEPTABLE) C 8. PROVIDE PIPE SUPPORT AS NECESSARY AND SEALED. PRINTED I--rr.- 8 9. MULTIPLE PIPE PORTAL MANUFACTURED BY (TREATED LUMBER IS NOT ACCEPTABLE) r COPIES T THE v 0 9. MULTIPLE PIPE PORTAL MANUFACTURED 24"x26" o DOCUMENT ARE NOT I RIPS OR EQUAL BY RPS OR EQUAL N CONSIDERED SIGNED AND -E_ - y - - - - - - - - - - - - - _ _ _��-..�-..��:� _ ._ _ _, v..W. W - .ee .a 10 2 x28 x38 H CONDENSING UNIT CONDUIT SIZES: 9,. " " D. THE SIGNATURE - - -�� - (1 ) �Ia„ TO EVAPORATORS 1 .��. �o- _ MUST BE VERIFlED ON 9 (1) Na WITH TWO (2) 8 CONDUCTOR LV 4 7 I 3 1 6 CONDUITPER CONDENSING ANY ELECTRONIC COPIES OF THE DOCUMENT NIT) SIZES ( 08/11/2023 CLASS II CABLES TO THE � � � ) TAKEOFF 3 I 6 EVAPORATORS ' 4 UNIT 7 I 1 6 (1) 31'a" POWER DATE I � (1) �a" TO ICE MACHINE L.�..�..�. �.. ...........�. w,� L. _m _ - - (1) -'4" CONTROL w rm O O O O ° REFRIGERANT PIPING SIZES: -- w SEE MANUFACTURER'S INSTALLATION 6 REFRIGERANT PIPING SIZES: D INSTRUCTIONS FOR RECOMMENDED (PER CONDENSING UNIT) REFRIGERANT PIPE SIZING 9 8 ICE MACHINE - Xi" LIQUID, N'a" SUCTION 1 •_8•• 1'-6" 1 •_gD Li (CU-3 CONDENSING UNIT) I- D ETAI L 6 D ETAI L 7 ICE MACHINE - "LIQUID, X1" SUCTION DETAIL s � w a o LL F; N BOHN MAC 8X UNIT (CU-4) 3.0 REMOTE CONDENSER UNIT (CU-1, CU-2 & CU-3) 3.0 RTU-1 SUPPLY DUCT DROP DETAIL M3.0 - ? N q SCALE: Xz"=1'-0" SCALE: X"=1 '-0" SCALE: JL"=1 '-0" �: �= o m � � V W M ®® 00 J J r W J KEYED NOTES: • 1. UPBLAST EXHAUST FAN (SEE EXHAUST FAN a- a 3 a 1 SCHEDULE) KEYED NOTES: _ _ Lj 2 `^ 0 6'-0" MIN.--- 2. HINGED CURB CAP FOR CLEANING ACCESS 1. OUTLINE OF ROOFTOP UNIT -- a a a (FURNISHED WITH FAN) 2. ROOF CURB 3. SUPPLY AND RETURN AIR DUCT DROPS -� _ 3. GREASE TRAP (FURNISHED WITH FAN) 4. ROOF OPENING 3 1 `� � ° 4 4. NEMA 3R DISCONNECT SWITCH (FURNISHED 1 ° N WITH FAN) 4 i ° w o 5° 0 L O ° O o 5. 12" HIGH CURB EXTENSION (FURNISHED WITH r� w U o 1 20 0 o z FAN)o 3 2 6. 18" HIGH CURB (FURNISHED WITH FAN) - _ _ _ f -'T� rj c o - - ` •o 'v u a. O c 5 7. TWO (2) LAYERS OF 1Xi" THICK DUCT WRAP I I I _ °_ 'o ; V' a TO MEET ASTM E2336 INSTALLED PER c N ---_ MANUFACTURERS INSTRUCTIONS (SEE I i i +- Q oc co U MECHANICAL NOTES FOR INSULATION 7 s L0° c ° °SPECIFICATION) .._` 0o 8. 16 GAUGE BLACK IRON (CARBON STEEL) OR ° o 18 GAUGE STAINLESS STEEL DUCTWORK _' E a N ° -- - - - -- WELDED LIQUID -TIGHT -� _ O 7 .O U UTLINE OFC _ - - - 9. 5-GORE BLACK IRON (CARBON STEEL) RADIUS C U L OELBOW , ° �\ 17 10. 12"x6" ACCESS DOOR AT ALL CHANGES IN DIRECTION 4'-0"CD Q 16 11. STAINLESS STEEL FASCIA PANEL TO PROTECT r� z, �-_ y„/,� Q aN ,N o DUCTWORK AND INSULATION - 1 12. BACKSHELF TYPE EXHAUST HOOD (SEE RTU - 2 (4-TONS) .. KITCHEN EXHAUST HOOD SCHEDULE) �....,_-,,,.••. ......_:: ° _ 13. COOKING APPLIANCE (SEE KITCHEN DRAWINGS) 1 _ o 14. REAR WALL CONSTRUCTION SHALL CONSIST OF � �° O 9 8 10 CERAMIC TILE OR MIN. 22 GAUGE STAINLESS = c - e � I 3 ° O o M - o+,O•'�Oc W O N O 1 M N N� 7 V] N U U STEEL OVER %" TYPE X GYPSUM BOARD OR 4 1 CEMENT BOARD FROM FLOOR TO CEILING rn AND EXTENDING 24" TO EACH SIDE OF THE .. d d. ° C +L+ N HOOD INSTALLED ON NON-COMBUSTIBLE WALL L (REFER TO SHEET A1.0 FOR MORE _ __- _- .---_.: :...... cfl W IN _ rv.. , o -- - INFORMATION. o w rn 14 11 15. 2x10 LIGHT GAUGE STEEL FOR SUPPORT E _. - ' " € V_(D j 3 of N o N co BLOCKING FOR HOOD AND RACEWAY 3 - o (COORDINATE INSTALLATION WITH HOOD -- ---.-. _ __.. -.__.. _.._ -- _-. -- __-- .-.- _._I �!_ cv n o } INSTALLER) 1 I 16. STRUCTURAL FRAMING FOR ROOF OPENING r. I ! O (SEE STRUCTURAL DRAWINGS) III 17. TRANSITION TO FLEXIBLE CONDUIT UNDER _ _-_ 2 i ! r ' m m 15 - - - KEYED NOTES. 12 ROOF PENETRATION WHERE ALLOWED BY CODE. .- �-----I-' � •�• ( 1. 22 x46 x27 H PLENUM BOX - 18. ROOF PIPE PORTAL, RPS-N 1$(1) RC-2A I ( 2. 24"x48" PERFORATED DIFFUSER ' Z / 12x12x1 1 H. 3. 2" THICK EXT. INSULATION. ' , > p j 0 - 4. DUCT SUPPORT WITH ATTACHMENT AT TOP OF ' G J o - JOIST OR UNISTRUT SUPPORT WHERE DIRECT 13 ATTACHMENT TO JOIST IS NOT POSSIBLE. m z w P> TYPICAL 4 PER PLENUM BOX. 5'-2 11/ 2" w o 1' , < c�3 0 z w oOfN I I o o RTU-1 ,20 TONS) 8c _.,. o W _ CIn o En RTU - 3 (15 -TONS) NSN 40871 SECTION s ,0 SECTION „ z0 KITCHEN EXHAUST HOOD INSTALLATION 3.0 ROOF OPENINGS 3.0 SUPPLY (S-1) PLENUM INSTALLATION 3.0 = M 3• SCALE: Xi"=1'-0" SCALE: XZ"=1'-0" SCALE: Jai"=1'-0" DETAILS MECHANICAL NOTES GENLRAI 1 : ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH 2O20 FLORIDA 20. ALL OUTDOOR AIR INTAKES SHALL BE LOCATED A MINIMUM OF 10 FT. BUILDING CODE - MECHANICAL 7TH EDITION, ALL LOCAL CODES AND HORIZONTALLY FROM ANY SOURCE OF CONTAMINATION SUCH AS EXHAUST ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. FANS, PLUMBING VENTS, WATER HEATER FLUES, ETC. WHERE A CONTAMINANT SOURCE IS LOCATED WITHIN 10 FT. OF AN INTAKE, THE INTAKE OPENING 2. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR SHALL BE LOCATED A MINIMUM OF 2 FT. BELOW THE CONTAMINANT SOURCE. TO INSTALLATION. 21. ALL ROOFTOP CONDENSING UNITS THAT DISCHARGE HORIZONTALLY SHALL BE 3. ALL MATERIALS, FIXTURES AND EQUIPMENT USED SHALL BE IN ACCORDANCE ORIENTED SUCH THAT THE DISCHARGE DOES NOT BLOW IN THE DIRECTION OF WITH McDONALD'S SPECIFICATIONS. SPECIFICATIONS ARE CONTAINED WITHIN AN OUTDOOR AIR INTAKE. THESE DRAWINGS AND THE McDONALD'S PROJECT MANUAL. ANY CONTRACTOR IN NEED OF A COPY OF THE McDONALD'S PROJECT MANUAL SHALL CONTACT COMMERCIAL KITCHEN EXHAUST SYSTEMS: THE McDONALD'S AREA CONSTRUCTION MANAGER. ANY VARIANCE FROM THE 1. ALL METAL DUCTWORK USED FOR THE CONVEYANCE OF GREASE -LADEN AIR McDONALD'S SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE SHALL BE CONSTRUCTED OF MINIMUM 18 GAUGE STAINLESS STEEL OR 16 ENGINEER -OF -RECORD. GAUGE CARBON STEEL (BLACK IRON). 4. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING 2. ALL GREASE EXHAUST DUCTWORK JOINTS SHALL BE EITHER TELESCOPING OR AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. BELL TYPE. BUTT -WELDED JOINTS ARE PROHIBITED. 5. SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OF WORK. 3. ALL GREASE EXHAUST DUCTWORK SEAMS AND JOINTS SHALL BE CONTINUOUSLY WELDED WATER -TIGHT ON THE EXTERNAL SURFACE OF THE 6. PRIOR TO BUILDING TURNOVER, A COMPLETE START-UP, TEST, ADJUST AND DUCT SYSTEM. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER. BALANCE SHALL BE PERFORMED ON ALL MECHANICAL SYSTEMS. THIS WORK 4. ALL GREASE EXHAUST DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A SHALL BE PERFORMED BY A CERTIFIED TEST AND BALANCE CONTRACTOR. A ASTM E2336 LISTED AND LABELED GREASE DUCT ENCLOSURE SYSTEM. CERTIFIED TEST AND BALANCE CONTRACTOR CAN BE FOUND BY VISITING: INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND THE HTTP://WWW.AABCHQ.COM/DIRECTORY MANUFACTURER'S INSTALLATION INSTRUCTIONS. HTTP: //WWW. N EBB.ORG/DI RECTORY. HTM HTTP://WWW.TABBCERTIFIED.ORG/SITE/CONTENT/CONTRACTORS/SEARCH 5. ACCESS PANELS SHALL BE PROVIDED AT ALL CHANGES IN DIRECTION OF THE GREASE EXHAUST DUCTWORK SYSTEM. ACCESS PANELS SHALL BE INSTALLED 7. UPON COMPLETION OF THE PUNCHLIST, THE MECHANICAL CONTRACTOR AND IN ACCORDANCE WITH THE INSULATION MANUFACTURER'S INSTALLATION TEST AND BALANCE CONTRACTOR SHALL SUBMIT REDLINED OR AS -BUILT INSTRUCTIONS AND SHALL BE LABELED AS FOLLOWS: "ACCESS PANEL - DO DRAWINGS ALONG WITH THE TEST AND BALANCE REPORT AND ALL EQUIPMENT NOT OBSTRUCT". OPERATION AND MAINTENANCE MANUALS TO THE McDONALD'S AREA CONSTRUCTION MANAGER. A MINIMUM OF TWO (2) COPIES SHALL BE 6. ALL HORIZONTAL GREASE EXHAUST DUCTWORK SHALL BE INSTALLED WITH A PROVIDED, ONE (1) FOR REGIONAL RECORDS AND ONE (1) FOR THE MINIMUM Y4" PER FOOT SLOPE AND SHALL BE PITCHED BACK TOWARD THE RESTAURANT. HOOD. 8. ALL PENETRATIONS OF FIRE -RATED WALLS SHALL BE FIRESTOPPED WITH AN 7. UPBLAST KITCHEN EXHAUST FANS SHALL BE LOCATED A MINIMUM OF 6 FT. APPROVED AND LISTED FIRESTOPPING SYSTEM. FROM ANY PARAPET WALL OR ADJACENT STRUCTURE AND SHALL TERMINATE A VENTILATION SYSTEMS: MINIMUM OF 40 INCHES ABOVE THE FINISHED ROOFING MATERIAL. 1. ALL SHEET METAL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN REFRIGERANT PIPING: ACCORDANCE WITH LOCAL CODES AND SMACNA STANDARDS. 1. ALL REFRIGERATION WORK SHALL BE PERFORMED BY A CERTIFIED REFRIGERATION CONTRACTOR. 2. ALL DUCTWORK DIMENSIONS ARE INTERNAL FREE AREA DIMENSIONS AND SIZED FOR 0.1" W.C. PER 100 FT. OF DUCT. 2. ALL REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TUBING OF TYPE L IN ACCORDANCE WITH ASTM B 88 AND ALL JOINTS SHALL BE SOLDERED. 3. ALL SHEET METAL DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA TABLES FOR 2" W.C. AND SHALL BE SUPPORTED WITH AN APPROVED 3. ALL REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH A MINIMUM 1" HANGER AT INTERVALS NOT EXCEEDING 10 FT. FOAM PIPE INSULATION. PIPE INSULATION INSTALLED OUTDOORS SHALL BE PROTECTED WITH AN APPROVED WEATHERPROOFING MATERIAL. 4. ALL DUCT DROPS INTO THE BUILDING SHALL BE INSTALLED WITH FLEXIBLE CONNECTIONS TO ISOLATE THE DUCTWORK SYSTEM FROM NOISE AND 4. ALL SUSPENDED REFRIGERANT PIPING SHALL BE SUPPORTED AS FOLLOWS: VIBRATION. FLEXIBLE CONNECTIONS SHALL BE TESTED IN ACCORDANCE WITH UL 181 AND LISTED AS CLASS 0 OR CLASS 1. 5. ALL DUCT DROPS INTO THE BUILDING SHALL BE OFFSET AS NECESSARY TO MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING COPPER TUBING s14 6 FT. 10 FT. COPPER TUBING >1)z 10 FT. 10 FT. ALLOW FOR THE CLEAR INSTALLATION OF THE EXTERNAL DUCTWORK INSULATION. 5. ALL REFRIGERANT PIPING SHALL BE SIZED PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 6. ALL DUCTWORK BRANCHES SHALL BE SUPPLIED WITH A VOLUME DAMPER FOR BALANCING. VOLUME DAMPER SHALL HAVE A 2" OFFSET TO ACCOMMODATE 6. PRE -CHARGED LINESETS ARE NOT PERMITTED AS LINES WILL MOST LIKELY EXTERNAL INSULATION. NEED TO BE CUT TO FIT THE APPLICATION AND REFRIGERANT WILL NEED TO BE RECLAIMED. 7. TAKE -OFFS FROM RECTANGULAR TO ROUND DUCT SHALL BE DUCTMATE STRAIGHT -SIDED OR CENTER HIGH -EFFICIENCY TAKE -OFFS WITH A 2" DAMPER 7. ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE STAND-OFF TO ACCOMMODATE FOR EXTERNAL INSULATION. HANGERS. PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR EQUAL. 8. ALL DUCTWORK JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS SHALL BE SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), TAPES, ETC. ALL 8. ALL REFRIGERANT PIPING SYSTEMS SHALL BE PRESSURE TESTED FOR LEAKS SEALANT MATERIALS SHALL BE LISTED IN ACCORDANCE WITH UL 181A OR PRIOR TO START-UP. ALL LEAKS SHALL BE REMEDIED PRIOR TO BUILDING 181 B. TURNOVER. 9. ALL SUPPLY AND RETURN SHEET METAL DUCTWORK LOCATED WITHIN THE CO2 DETECTION EQUIPMENT: CEILING SPACE SHALL BE EXTERNALLY INSULATED. INSULATION SHALL BE 2" 1. THE CO2 DETECTOR SHALL BE HARD -WIRED TO PREVENT TAMPERING AND THICK MICROLITE XG-100 BY JOHNS MANVILLE OR EQUAL. SHALL BE INSTALLED AT 12" A.F.F. WITHIN A 5 FT. RADIUS OF THE CO2 STORAGE TANKS. 10. ALL SUPPLY AND RETURN SHEET METAL DUCTWORK LOCATED OUTSIDE OF THE BUILDING SHALL BE INTERNALLY LINED WITH A 1" THICK FIBERGLASS (MIN. 2. ONE (1) AUDIBLE AND ONE (1) VISUAL ALARM SHALL BE INSTALLED A R-4.2) AND EXTERNALLY INSULATED WITH A 2"THICK RIGID POLYSTYRENE, MINIMUM OF 7 FT. A.F.F., IN PLAIN SIGHT IN THE SAME ROOM AS THE CO2 POLYURETHANE OR PO LYISOCYAN U RATE BOARD (MIN. R-8 FOR CLIMATE ZONES STORAGE TANKS. 1 THROUGH 4), OR A 3" THICK (MIN R-12 FOR CLIMATE ZONES 5 THROUGH 8). INTERNAL FIBERGLASS INSULATION SHALL BE LINATEX BY JOHNS MANVILLE 3. ONE (1) AUDIBLE AND ONE (1) VISUAL ALARM SHALL BE INSTALLED A OR EQUAL. EXTERNAL RIGID BOARD INSULATION SHALL BE THERMAPINK BY MINIMUM OF 7 FT. A.F.F., AT THE BACK OF THE KITCHEN AND IN PLAIN OWENS CORNING OR EQUAL. SIGHT FROM THE MAIN SIDE OF THE PREP LINE. 11. ALL EXPOSED SPIRAL DUCTWORK SHALL BE INTERNALLY INSULATED TO CONDENSATE PIPING: PREVENT CONDENSATION (MIN. R-4.3). INTERNAL INSULATION SHALL BE 1- 1. CONDENSATE PIPING SHALL BE GALVANIZED STEEL, COPPER OR PVC. THICK SPIRACOUSTIC PLUS BY JOHNS MANVILLE OR EQUAL. 2. PVC PIPE SHALL BE PAINTED WITH WATER BASED LATEX PAINTING TO RESIST 12. ALL DUCTWORK PENETRATIONS THROUGH FIRE -RATED WALLS, BARRIERS OR DEGRADATION FROM ULTRAVIOLET EXPOSURE. PARTITIONS SHALL BE PROTECTED WITH A FIRE DAMPER. THE PERIMETER OF 3. PIPE SUPPORTS SHALL BE RPS MODEL PMP-2 OR EQUAL. QUANTITY AS THE FIRE DAMPER SHALL BE FIRESTOPPED WITH AN APPROVED AND LISTED REQUIRED DEPENDANT UPON PIPING MATERIAL. FIRESTOPPING MATERIAL. 13 ALL EXTERIOR SHEET METAL DUCTWORK SHALL BE EXTERNALLY WRAPPED WITH 4. PIPING SHALL BE SUPPORTED AS FOLLOWS: AN APPROVED WEATHERPROOFING MATERIAL TO PROTECT AGAINST WATER PENETRATION AND CORROSION. SIDES AND TOP OF EXTERNAL WEATHERPROOFING SHALL BE ALUMAGUARD 60 MIL UV BARRIER BY POLYGUARD OR EQUAL. BOTTOM OF EXTERNAL WEATHERPROOFING SHALL BE VAPORGUARD 5 MIL MEMBRANE BY POLYGUARD OR EQUAL MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING COPPER PIPE 12 FT. 10 FT. GALVANIZED STEEL 12 FT. 15 FT. PVC 4 FT. 15 FT. 14. ALL FLEXIBLE DUCTWORK, METALLIC AND NONMETALLIC, SHALL CONFORM TO 5. CONDENSATE PIPING SHALL SLOPE A MINIMUM OF 713" PER FOOT. THE FOLLOWING: A. 2" THICK INSULATION (R-6.0) 6. CONDENSATE PIPING SHALL BE SIZED BASED ON THE FOLLOWING: B. INTEGRAL VAPOR BARRIER C. LISTED AND LABELED UL 181, CLASS 0 OR CLASS 1 D. INSTALLED IN ACCORDANCE WITH: i. SMACNA STANDARDS, ii. AIR DIFFUSION COUNCIL INSTALLATION GUIDELINES, AND/OR iii. MANUFACTURER'S INSTALLATION INSTRUCTIONS 15. FLEXIBLE DUCTWORK SHALL NOT PENETRATE WALLS. SHEET METAL DUCTWORK IS REQUIRED AT ALL FIRE -RATED AND DRAFTSTOP WALL PENETRATIONS. 16. ALL COVERINGS, LININGS AND ADHESIVES (TAPES, ETC.) SHALL HAVE A FLAME -SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE -DEVELOPED INDEX NOT GREATER THAN 50. 17. DUCT -MOUNTED SMOKE DETECTORS SHALL BE INSTALLED IN SYSTEMS WITH DESIGN CAPACITY GREATER THAN 2,000 CFM. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF SMOKE DETECTORS. DUCT -MOUNTED SMOKE DETECTORS ARE NOT REQUIRED WHEN THE BUILDING IS PROTECTED THROUGHOUT BY AREA SMOKE DETECTORS CONNECTED TO A FIRE ALARM SYSTEM WHERE THE FIRE ALARM SYSTEM IS DESIGNED TO SHUT DOWN THE ROOFTOP UNITS. 18. ALL SUPPLY AIR DIFFUSERS SHALL BE INSULATED TO PREVENT CONDENSATION. 19. ALL AIR DEVICES LOCATED IN DRYWALL CEILINGS SHALL BE SUPPLIED WITH AN INTEGRAL VOLUME DAMPER ACCESSIBLE FROM THE AIR DEVICE FACE TO FACILITATE BALANCING. TOTAL TONS SERVED BY PIPE MINIMUM PIPE SIZE <20 TONS �4'" >20 TONS, <40 TONS 1" >40 TONS, <125 TONS 1" LEGEND ABBREVIATIONS OTEMPERATURE SENSOR ACM AREA CONSTRUCTION MANAGER ®T AVERAGING TEMPERATURE SENSOR B.J. BELOW JOISTS CO2 SENSOR FOR ROOFTOP UNIT BSI BEVERAGE SYSTEM INSTALLER DEMAND CONTROL VENTILATION HS HUMIDITY SENSOR DCV DEMAND CONTROL VENTILATION OT THERMOSTAT E.A. EXHAUST AIR OSMOKE DETECTOR EC ELECTRICAL CONTRACTOR KH 2 EQUIPMENT TAG FAC FIRE ALARM CONTRACTOR R-1 DIFFUSER INFORMATION FOB FLAT ON BOTTOM 1750 CFM LINE 1: TAG LINE 2: AIRFLOW 18"o LINE 3: NECK SIZE FOT FLAT ON TOP FPC FIRE PROTECTION CONTRACTOR = SUPPLY AIR DUCT (VERTICAL) GC GENERAL CONTRACTOR I.D. INSIDE DIMENSION RETURN OR EXHAUST AIR DUCT Lj (VERTICAL) KEI KITCHEN EQUIPMENT INSTALLER 19 ROUND DUCT (VERTICAL) KES KITCHEN EQUIPMENT SUPPLIER S® STEADY-STATE SPEED CONTROLLER M.A. (S) MIXED AIR - SUMMER PLAQUE DIFFUSER (SHADED AREA M.A. (W) MIXED AIR - WINTER --=r- -- j DESIGNATES BLANK -OFF PANEL LOCATION) MC MECHANICAL CONTRACTOR MCD CP MCDONALD'S CENTRAL PURCHASING LINEAR SLOT DIFFUSER O.A. OUTDOOR AIR O.D. OUTSIDE DIMENSION LOUVERED FACE DIFFUSER 0/0 OWNER/OPERATOR PC PLUMBING CONTRACTOR CEILING -MOUNTED EXHAUST FAN R.A. RETURN AIR SPIN -IN COLLAR WITH VOLUME DAMPER RC REFRIGERATION CONTRACTOR VOLUME DAMPER S.A. SUPPLY AIR IIIIIIIIIIIIII FLEXIBLE DUCTWORK S.P. STATIC PRESSURE TAB TEST AND BALANACE CONTRACTOR PERFORATED FACE DIFFUSER SHEET METAL TEE WITH CAP wI a 0 jOSEp�yA No.91A'.,. ^ ��0- STATE OF •ZilOR 10 � IP16NALV�G�� THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11 /2023 DATE w N v D N o r Quj N O 6L H eh N - Z v=i t7 LO �.^ 0 rn m tJ W _j ~ w z ui z w i in O a a a T U O S O N N m Lvc U ao v • o awe Co ` �o v a0pv00Q)o O N 3 O N rn o� L a OU C N U O +�-• +-' N 0 N M� O N E- O- O O N .- :" o N c 001.+ 0 o c� c o o o : +t c o�-0 c _c p c you Ncc+�v(n VI o C°.cNoL)o + X N O y U C U O (u c U L 0 � V O J~ C N O O 0) w U¢ E 4 U, 0 U p v N w O ay N;U- cam' 0_ u7 0 U 0 y N aa, 2!, OE U oQvu>>oao L O Q # C N - U vo30oo 00 T �_._r GENERAL REQUIREMENTS MECHANICAL PERMIT HOT WORK (WELDING) PERMIT (IF APPLICABLE) REFRIGERATION PERMIT (IF APPLICABLE) PLUMBING PERMIT ELECTRICAL PERMIT FIRE SPRINKLER PERMIT (IF APPLICABLE) FIRE ALARM PERMIT IF APPLICABLE CONTRACTOR COORDINATION REQUIREMENTS HEATING & AIR-CONDITIONING ROOFTOP UNITS, INTAKE AND RELIEF ROOF CURBS GAS PIPING AND GAS PIPE KIT (NOT APPLICABLE) CONTROLS WIRING POWER WIRING CONDENSATE TRAP CONDENSATE PIPING (IF APPLICABLE) DUCT -MOUNTED SMOKE DETECTOR GENERAL EXHAUST SYSTEMS EXHAUST FANS __ROOF CURBS CONTROLS (WHERE APPLICABLE) POWER WIRING TEMPERATURE CONTROLS BUILDING AUTOMATION SYSTEM _ REMOTE SENSORS (RH AND/OR TEMPERATURE) CONTROLS WIRING (WHERE APPLICABLE) POWER WIRING DUCTWORK AND ACCESSORIES GALVANIZED SHEET METAL DUCTWORK EXTERNAL INSULATION INTERNAL INSULATION (IF APPLICABLE) WEATHERPROOFING (IF APPLICABLE) SPIN -IN COLLARS FLEXIBLE DUCTWORK VOLUME/BALANCING DAMPERS FIRE DAMPERS (IF APPLICABLE) FIRESTOPPING (IF APPLICABLE) AIR DEVICES AND ACCESSORIES PLUMBING SYSTEMS WATER HEATERS HOT AND COLD WATER PIPE VENTS AND INTAKES (NOT APPLICABLE) THERMOSTATIC MIXING VALVE POWER AND CONTROL WIRING KITCHEN EXHAUST SYSTEMS McDONALD'S BACKSHELF EXHAUST HOODS CANOPY EXHAUST HOODS (IF APPLICABLE) _ BLACK IRON DUCTWORK_ STAINLESS STEEL DUCTWORK (IF APPLICABLE) ALUMINUM DUCTWORK (IF APPLICABLE) UL LISTED DUCT WRAP FIRE -RATED DUCT ENCLOSURE (IF APPLICABLE) EXHAUST FANS ROOF CURBS CURB EXTENSIONS CONTROLS (WHERE APPLICABLE) POWER WIRING FIRE SUPPRESSION SYSTEM KITCHEN EQUIPMENT COOLER/FREEZER EVAPORATOR COILS CONDENSATE PIPING REMOTE CONDENSING UNIT (MAC) ROOF CURBS REFRIGERANT PIPING POWER WIRING CONTROL WIRING PIPE PORTALS ICE MACHINES WATER SUPPLY PIPING REMOTE CONDENSING UNITS ROOF CURBS REFRIGERANT PIPING POWER WIRING CONTROL WIRING PIPE PORTALS GRILLS GAS PIPING (NOT APPLICABLE) POWER WIRING CONTROL CABLE (6' CLAMSHELL ONLY) FRYERS GAS PIPING (NOT APPLICABLE) POWER WIRING 3-COMPARTMENT SINK FAUCETS AND PRE -RINSE SPRAYER WATER SUPPLY PIPING SANITARY DRAIN PIPING HAND SINKS FAUCET WATER SUPPLY PIPING SANITARY DRAIN PIPING VEGETABLE SINK FAUCET WATER SUPPLY PIPING SANITARY DRAIN PIPING WASHING MACHINE WATER SUPPLY PIPING SANITARY DRAIN PIPING WARE WASHER WATER SUPPLY PIPING SANITARY DRAIN PIPING MISCELLANEOUS ITEMS FIRE SPINKLER SYSTEMS (NOT APPLICABLE) HVAC_ EQUIPMENT START-UP _ TEST, ADJUST AND BALANCE HVAC SYSTEMS DOOR GRILLES (IF APPLICABLE) ROOF/WALL OPENINGS APPLIANCE BACKFLOW PREVENTION CO2 DETECTION SYSTEM COORDINATION SCHEDULE FURNISH INSTALL FINAL CONNECTION NOTES NOTES: 1. THIS SCHEDULE IS INTENDED AS A GUIDE FOR THE WORK TO BE PERFORMED. ALL WORK SHALL BE COORDINATED BETWEEN THE McDONALD'S AREA CONSTRUCTION MANAGER AND ALL GC AND 0/0 SUBCONTRACTORS. 2. ONE (1) COPY OF THE DECOR PACKAGE DRAWINGS SHALL BE SUPPLIED TO THE GENERAL CONTRACTOR AND EACH OF THE SUBCONTRACTORS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS TO INSURE THAT THEY HAVE RECEIVED THE DECOR PACKAGE DRAWINGS. 3. FOR ANY WORK NOT CLARIFIED IN THIS SCHEDULE OR IN THE NOTES AND SPECIFICATIONS, PLEASE CONSULT THE McDONALD'S CONSTRUCTION MANAGER FOR SCOPE OF WORK. 4. ALL ROOFTOP UNIT EQUIPMENT SUPPLIED BY THE MECHANICAL CONTRACTOR AND THE KITCHEN EQUIPMENT SUPPLIER SHALL BE ON SITE AT THE SAME TIME FOR A SINGLE CRANE LIFT. EQUIPMENT SITE ARRIVAL DATE SHALL BE COORDINATED BETWEEN THE CONSTRUCTION MANAGER, MECHANICAL CONTRACTOR AND KITCHEN EQUIPMENT SUPPLIER. 5. ALL ROOFTOP UNITS INSTALLED IN McDONALD'S RESTAURANTS SHALL BE HIGH EFFICIENCY EQUIPMENT. THE INSTALLATION OF STANDARD EFFICIENCY ROOFTOP UNITS IS PROHIBITED. 6. ALL KITCHEN EQUIPMENT REQUIRING EXHAUST SHALL BE INSTALLED IN ACCORDANCE WITH THESE PLANS. ANY VARIATION FROM THESE PLANS SHALL BE REPORTED TO THE CONSTRUCTION MANAGER AND THE ENGINEER -OF -RECORD. 7. WHERE GYPSUM BOARD CEILINGS ARE INSTALLED, THE MECHANICAL CONTRACTOR SHALL SUPPLY DRYWALL MOUNTING FRAMES FOR LAY -IN TYPE DIFFUSERS. 8, ALL WORK SHOWN ON P1.6 DRAWING(S) SHALL BE COMPLETED BY THE BEVERAGE SYSTEM INSTALLER (OR K.E.S.) UNLESS OTHERWISE NOTED IN THE PLUMBING DRAWINGS. 9. ALL WORK ON P1.0 & P1.2 DRAWING(S) SHALL BE BY THE PLUMBING CONTRACTOR. 10. THE BEVERAGE SYSTEM INSTALLER FURNISHES, RUNS AND CONNECTS ALL FLEXIBLE WATER AND SYRUP LINES FOR ALL AFFECTED EQUIPMENT INCLUDING THE FOLLOWING: A. HOT CHOCOLATE B. COFFEE BREWER C. ICE MACHINE D. O.J. E. SODA TOWERS 1-3 KES 1-3 _ MC 1-3 PC 1-3 EC 1-3 FPC 1-3 FAC 1-3 - MCD CP MC 1-5, 17, 22 MCD CP MC 1-3, 20, 22 NOT REQ'D NOT REQ'D_ NOT RE_ Q'D EC NOT REWID 1-3, 19, 22, 24 MC EC EC EC EC 1-3, 19, 22, 24 MC PC 1-3, 22-23 PC PC 1-3, 22-23 MC MC EC 1 1-3, 22, 24 MCD CP MC 1-3' 17, 22 MCD CP _ MC _ MC EC 1-3, 22 EC 1-3, 22, 24 EC EC EC 1-3, 22, 24 MCD CP MC EC 1-3, 22, 24 MC MC EC 1-3, 22, 24 MC EC EC 1-3, 22, 24 EC EC EC 1-3, 22, 24 MC MC 1-3, 22 MC MC 1-3, 22 MC MC 1-3, 22 MC MC 1-3, 22 MC MC 1-3, 22 MC MC 1-3, 22 MC MC 1-3, 22 MC MC 1-3, 22 - MC MC 1-3, 22 MC MC MC 1 1-3, 7, 22, 28 MCD CP PC PC 1-3, 11-12, 23 PC PC PC 1-3, 23 PC PC PC 1-3, 23 EC EC EC 1 1-3, 23-24 KES KEI 1-3, 6, 22, 27 KES KEI 1-3, 6, 22, 27 KES KEI 1-3, 6, 22 KES KEI 1-3, 6, 22 KES KEI 1-3, 6, 22 MC MC 1-3, 6, 22 GC GC 1-3, 6, 20, 22 MCD CP MC 1-3, 6, 17, 22 MCD CP MC 1-3, 6, 20, 22 MC MC 1-3, 6, 22 EC EC EC 1-3, 6, 22, 24 EC EC EC 1-3, 6, 22, 24 KES KES KES 1-3, 16, 22, 27 KES KES PC KES _ MC KES EC EC MC KES KES KES MC KES EC KES MC KES EC MC KES EC KES KES PC PC MCD CP MCD CP PC PC KES KES PC PC KES PC PC KES PC PC MC TAB MC GC KES/E KES/E GC MC PC MC MC MC EC EC MC KEI KEI MC MC MC EC EC MC KES EC EC KES EC KES KES PC PC PC PC PC PC KES KES PC PC KES PC PC KES PC PC lelo PC EVE 1-3, 27 1-3, 27 PC 1-3, 23, 27 1-3, 22, 27 1-3, 22 MC 1-3, 22, 27 EC 1-3, 22, 24, 27 EC 1-3, 24, 27 1-3, 22 - - 1-3, 27 BSI 1-3, 27 1-3, 22, 27 1-3, 22, 27 _ MC - -_-- 1-3, 22, 27 EC 1-3, 22, 24, 27 EC 1-3, 24, 27 1-3, 22 1-3, 27 EC 1-3, 24, 27 EC 1-3, 23, 24, 27 1-3, 27 EC 1-3, 24, 27 1-3, 12, 27 --- 1-3, 27 PC 1-3, 23, 27 PC 1-3, 23, 27 1-3, 23, 27 1-3, PC 1-3, 23, 27 PC 1-3, 23, 27 1-3, 23, 27 -- - 1-3, 23, 27 PC 1-3, 23, 27 PC 1-3, 23, 27 1-3, 23, 27 PC 1-3, 23, 27 PC 1-3, 23, 27 1-3, 23, 27 PC 1-3, 23, 27 PC _ 1-3, 23, 27 1-3, 22 1-3, 22 1-3, 20, 22 1-3, 20-24 PC —1-3, 23, 27 /BSI 1-3, 22, 27 11. ALL WATER HEATERS INSTALLED IN McDONALD'S RESTAURANTS SHALL BE HIGH EFFICIENCY SEALED -COMBUSTION WATER HEATERS. THE INSTALLATION OF STANDARD EFFICIENCY GRAVITY -VENTED WATER HEATERS IS PROHIBITED. 12. THE CONSTRUCTION MANAGER, PLUMBING CONTRACTOR AND KITCHEN EQUIPMENT SUPPLIER SHALL COORDINATE WHICH SOILED DISHWASHER (3-COMPARTMENT SINK) IS BEING INSTALLED IN THE RESTAURANT. 13. NOT USED. 14. NOT USED. 15. NOT USED. 16. ALL R-102 WET CHEMICAL FIRE SUPPRESSION SYSTEMS FOR TYPE I HOODS SHALL BE DESIGNED AND INSTALLED BY A LOCAL ANSUL AGENT. THE USE OF DRY CHEMICAL SYSTEMS IS PROHIBITED. THE LOCAL ANSUL AGENT CONTRACT IS HANDLED THROUGH THE KITCHEN EQUIPMENT SUPPLIER. 17. ALL ROOFTOP UNITS AND EXHAUST FANS ARE SUPPLIED WITH A FACTORY -INSTALLED DISCONNECT SWITCH. 18. ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHES FOR REMOTE CONDENSING UNITS. 19. ALL ELECTRICAL CONDUITS FOR ROOFTOP EQUIPMENT SHALL BE BROUGHT UP THROUGH THE BASE OF THE UNIT TO MINIMIZE ROOF PENETRATIONS. WHERE THIS IS NOT POSSIBLE, THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE NECESSARY PIPE PORTALS ON ROOF. 20. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 21. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 22. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 23. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 24. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 25. SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION. 26. SEE FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION. 27. SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION. 28. SEE DECOR DRAWINGS FOR ADDITIONAL INFORMATION. AIR DEVICE SCHEDULE TAG MANUFACTURER MODEL BORDER SIZE COLOR I ACCESSORIES NOTES S-1 TI v LAY -IN 48x24 WHITE 7 1,2 ICE PDDRE S-2 TITUS OMNI LAY -IN 24x24 VARIES 4,6,7 1,6,7 PRICE SPD _ S-3 TITUS LAY -IN 12x12 VARIES 1,2,7 1,3,6 PRICE SPDI S-4 TITUS TBDI-80 LAY -IN 48" " VARIES 7 1,5 6 ' PRICE TBDI4 1 -Y4 SLOT _ R-1 TITUS 2 _ LAY -IN 24x24 _ VARIES 3,7 1,6 PRICE pRL R-2 TITUS 2 LAY -IN 12x4 VARIES 3,7 6 PRICE pRL E-1 TITUS 2 LAY -IN 12x12 WHITE 1,7 1 PRICE pRL ACCESSORIES: NOTES: 1. COMBINATION DAMPER AND EQUALIZING 1. SEE PLAN FOR NECK SIZES GRID 2. FABRICATE 46"x22"x27"H PLENUM WITH 14"0 SIDE INLET (SEE DETAIL 2. PLASTER FRAME FOR DRYWALL CEILING 10 ON DRAWING M3.0) INSTALLATION 3. PROVIDE 1" FIBERGLASS INSULATION FOR DIFFUSER BACKPAN 3. SQUARE -TO -ROUND COLLAR CONNECTION 4. NOT USED 4. BACKPAN INSULATION 5. GENERAL CONTRACTOR SHALL PROVIDE ADDITIONAL 4 FT. T-BAR FOR 5. NOT USED DIFFUSER FRAMING 6. BLANK -OFF PANEL AS SHOWN ON 6. AIR DEVICE FINISH WILL VARY: DUCTWORK PLAN * KITCHEN, STORAGE, RESTROOMS - WHITE 7. PLASTER FRAME MAY BE NECESSARY - * DINING ROOM, VESTIBULES - WHITE, BLACK OR PAINTABLE/PRIME COORDINATE WITH DECOR DRAWINGS COAT (COORDINATE FINAL COLOR WITH DECOR PLANS). 7. ADDITIONAL ACCESSORIES AND/OR ALTERNATE DIFFUSERS MAY BE REQUIRED. REFER TO DECOR DRAWINGS TO VERIFY. CONTROLS SYMBOL DESCRIPTION MANUFACTURER MODEL O 24V THERMOSTAT (ROOFTOP UNITS) - - 120V THERMOSTAT (COMPUTER CLOSET) HONEYWELL T651A3018 TS REMOTE TEMPERATURE SENSOR - - REMOTE AVERAGING TEMPERATURE SENSOR - - HS REMOTE HUMIDITY SENSOR - - BULK CO2 DETECTION SYSTEM LOGICO2 - NOTES: 1. FOR TSTAT, TS, HS AND ATS INFORMATION, REFER TO E4.1 2. TO ORDER HONEYWELL EQUIPMENT CALL (800)575-4841 3. SEE KITCHEN DRAWINGS FOR BULK CO2 DETECTION LOCATIONS AIR CURTAIN SCHEDULE T UFACTURERI MODEL I SERVES- ELEC_ ACCESS. NOTES AC POWERED AIRE MP 1-30 CASH BOOTH __AIRFLOW VARIABLE -MCA: 5.5 MOCP: 10 2-4 1,2 16 HP-- - AC POWERED AIRE MP 1-30 - PRESENTER'S BOOTH -- VARIABLE MCA: 5.5 MOCP: 10 J6 HP 2-4 1,2 2 AC POWERED AIRE RBT 1-48 STORAGE ENTRANCE 2,559 CFM MCA: 10 MOCP: 20 4 HIP 1-4 1,2 3 POWERED AIRE RBT 1-36 REAR ENTRANCE 2.541 CFM MCA: 10 MOCP: 20 N4 HIP _ 1-4 1,2 eAC _ AC POWERED AIRE MP 1-30 FORWARD PRESENTER'S BOOTH _ VARIABLE MCA: 5.5 MOCP: 10 J6 HP 2-4 1,2 5 ACCESSORIES: NOTES: 1. NSF LISTING 1. SET DELAY TIMER TO 30 SECONDS 2. DOOR SWITCH 2. MAINTAIN 7" CLEARANCE FOR MOTOR ACCESS ON 3. DELAY TIMER SIDE OF AIR CURTAIN. 4. 120V 10 60Hz KITCHEN HOOD SCHEDULE GENERAL AIRFLOW FILTERS TAG SERVED BY MANUFACTURER MODEL I NOTES CFM CFM/LF QTY/SIZE FPM KH EXHAUST FAN FRANKE UH-122 1-4 1350 166 (5)1 Ox20 263 1 (EF-1) H&K KH EXHAUST FAN FRANKE UH-50 1-4 575 173 (3)1Ox16 255 2 (EF-2) H&K KH EXHAUST FAN FRANKE UH-43 1-4 480 166 (2)1 Ox20 255 3 (EF-3) H&K NOTES: 1. HOODS SHALL BE PROVIDED BY THE KES (SEE COORDINATION SCHEDULE) 2. SEE HOOD DRAWINGS FOR CONSTRUCTION DETAILS AND UL INFORMATION 3. REFER TO E3.2 FOR HOOD/FAN INTERLOCK DETAILS 4. CAPTURE JET PLENUMS TO BE INSTALLED ON HOOD, REFER TO K2.1 KITCHEN SCHEDULE. FAN SCHEDULE GENERAL DESIGN ELECTRICAL TAG MANUFACTURER MODEL SERVES ACCESSORIES NOTES CFM S.P. I BHP FRPM VOLTS 0 Hz I HP AMPS ACCUREX XCUE-14010VG124MCD 115 TO eEF KITCHEN HOOD (KH-1) 1-5,13,14 1,2,6 1350 1.75 0.61 1725 10VDC ECM 1 60 1 11.5 EF ACCUREX XCUE-14010VG124MCD 115 TO KITCHEN H000 (KH-2) 1-5,14 1,2,6 575 1.75 0.19 1725 10VDC ECM 1 60 1 11.5 2 EFe ACCUREX XCUE-14010VG124MCD 115 TO KITCHEN HOOD (KH-3) 1-5,13,14 1,2,6 480 1.75 0.19 1725 10VDC ECM 1 60 1 11.5 EF ACCUREX XRED-099—VG4X—OD DINING RESTROOMS 6-8,14 1,2,5 400 0.50 0.07 115 TO 1126 1 60 Y 2.5 1OVDC ECM KEF ACCUREX SP-AP0511WL DINING ROOM JANITOR'S 9-12 1-3,5 80 0.20 _ 878 115 1 60 _ 0.29' 5 CLOSET BTF ACCUREX SP-AP0511WL COMPUTER CLOSET 9-12 1-4 110 0.20 - 1004 115 1 60 -0.32 ACCESSORIES: 8. NEMA 1 DISCONNECT SWITCH NOTES: 1. 2-POLE NEMA 3R DISCONNECT SWITCH 9. EXTERNAL STEADY-STATE SPEED CONTROLLER 1. NO SUBSTITUTIONS PERMITTED FACTORY -WIRED AND MOUNTED TO FAN 10. ROUND DUCT CONNECTOR 2. TO ORDER ACCUREX EQUIPMENT CALL (888)325-6629 OR E-MAIL: MCDOACCUREX.COM 2. UL 762 LISTED AND LABELED 11. 1OW LED LAMP 3. ELECTRICAL CONTRACTOR SHALL PROVIDE DOOR SWITCH FOR LIGHT CONTROL 3. ROOF CURB MODEL GPF-24-G30 WITH 1" 12. PRISMATIC LENS 4. MECHANICAL CONTRACTOR SHALL FURNISH LINE VOLTAGE THERMOSTAT FOR FAN CONTROL ELECTRICAL INSULATION 13. WINDBAND EXTENSION ON FAN OUTLET CONTRACTOR SHALL INSTALL THERMOSTAT. 4. CURB EXTENSION INTEGRAL TO MCD FAN PACKAGE 14. VARIGREEN 10VDC ELECTRONICALLY COMMUTATED 5. CONNECT TO TIMECLOCK FOR FAN SHUT-OFF DURING UNOCCUPIED HOURS 5. HINGED CURB CAP BASE MOTOR 6. REFER TO E3.2 FOR HOOD/FAN INTERLOCK 6. 120VAC BACKDRAFT DAMPER 7. ROOF CURB MODEL GPI-19-G14 WITH 1" INSULATION AND DAMPER TRAY R. Z O a Of U In w 0 w 0 R .. `o%j I I I I I I f/ /,// `/ E x No.94040 6t', r� y 0•• STATE OF •'�� THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11 /2023 DATE w v N 0 U- I- F:' x m �► u o rn an .�/� w W , W J a: to Z W 2 W w in O a.. � a a . 0 7 V° w �, C N oa�a0W0 o `- CL �q) U J Cl- L �. O N U O J N o�3�EO�cn U C N V aVi,DE o C O a N \/i o C ® D C0 — r _ U ° o ° ° v c am° I/1 c� O7.61 C U _Vi O C U 'C U O .}.� ( ' _° U)° N U C N L N — C C Z-J O O N w ° Sn O c O ° N � a a ) U U C N U In O +J O_ N .L N 4— 0- - - Q voS01 a� UO 0 :3y O 0 7 ° Q. U Q N U C N U CI '° CO t •3- o O o O O ; p i w � U) o dr N 1D 0 7 (n N .0 U W N N 0 L •"0 O a3 C. r(L n a ROOFTOP UNIT SCHEDULE GENERAL AIRFLOW COO_LING(MBH) HEATING (ELEC) ARI RATING MOTOR ELECTRICAL TAG MFR. MODEL _ SERVES ACCESSORIES WEIGHT _ S.A. E.S.P. R.A. O.A. M.A(S) M.A.(W) TOTAL SENS LAT INPUT OUTPUT STAGES CONN SEER EER IEER HP RPM V Ph Hz MCA MOCP 1 2 3 4 5 6 7 8 9 10 11 12 13 14115 16 17 18 19 20 21 LBS RTU-1 LENNOX LCM 240 U4M J 1Y KITCHEN X X X X X X X X X X X X 2,670 7,200 1.40 5,700 1,500 79.2 61.4 241.8 178.9 62.9 26 88,738 2 - 0 12 18.4 7.50 1,013 208 3 60 104 125 RTU-2 LENNOX LCM 048 U4E C 1Y SUPPORT X X X X X X X X O X X X X 878 1,600 0.80 1,200 400 80.0 60.1 46.0 37.7 8.3 7 22,184 1 - 21 14 0 75 1,081 208 3 60 19 25 RTU-3 LENNOX LCM 180 U4M J 1Y DINING ROOM X X X X X X X X O X X X X 2,400 6,000 1.00 4,800 1,200 79.0 61.7 167.4 120.5 46.9 26 88,738 2 - 0 12 19 F3,00 850 208 3 60 74 80 X = Required, 0 = Optional ACCESSORIES_ 1. Diff. Enthalpy Economizer 6. COz Sensor for DCV (PlayPlace only) 11. Disconnect Switch 16. Hail Guards 21. Float Switch Kit 2. Motorized O.A. Damper (Hawaii Only) 7. Humidity Control 12. Field Wired 120V Convenience Outlet 17. Retum Air Smoke Detector 3. Barometric Relief 8. Supply Air Tempering 13. Stainless Steel Heat Exchanger (M.A. < 45°F) 18. Supply Air Smoke Detector 4. 2" Pleated Filters 9. Temperature Sensor 14. Condenser Coil Protective Coating (< 15 miles of salt water) 19. 14" High Roof Curb 5. Pwr. Exh. (PlayPlace > 12.5 tons only) 10. Combined Temp/Hurrlidity Sensor. 15. Evaporator Coil Protective Coating (< 5 miles of salt water) 20_ Condensate Drain with P-Trap NOTES: 1. NO SUBSTITUTIONS PERMITTED 2. TO ORDER LENNOX EQUIPMENT, CALL (800)367-6285 TO ORDER AND FAX COPY OF SCHEDULE TO (800)453-7290. EMAIL: tTtcdonaldS(f-D.lEnnoxi d.COf1'1. 3. SOME ELECTRIC -ELECTRIC ROOFTOP UNITS DO NOT COME WITH A FACTORY -INSTALLED DISCONNECT SWITCH. PLEASE COORDINATE WITH FACTORY WHEN ORDERING. 4. MECHANICAL CONTRACTOR SHALL INSTALL SECONDARY ENTHALPY SENSOR IN RETURN AIR DUCT DROP & WRE TO UNIT PER MANUFACTURER INSTRUCTIONS. L '3 }} m UA J 2 p D 18 N Y 0 N N N F- N w p } O N N m 00 I 0 Z F5 J m 3 c� z w p z m Q 0 c 0� m,.. :Zg0Z Q I o LO N 0 r NT W 0 d r` ��121 F N ►'7 o cn o NSN#: 40871 0 W M4e 1 x SCHEDULES DOMESTIC WATER PIPING 1.0)== SCALE: 1 /4" = 1 ' DRAWING NOTES 1. PIPING ROUTES AS SHOWN ARE GENERAL AND MAY VARY DUE TO FIELD CONDITIONS. COORDINATE ALL PIPE ROUTES WITH OTHER TRADES. 2. ALL WATER DISTRIBUTION PIPING SHALL BE INSULATED. INSULATION NOT SHOWN FOR CLARITY. SEE PLUMBING NOTES FOR INSULATION REQUIREMENTS. REFER TO CIVIL PLANS FOR DOMESTIC WATER METER AND BACKFLOW PREVENTER LOCATION KEYED NOTES P1 INCOMING UNDERGROUND WATER SERVICE (SEE SITE PLAN FOR CONTINUATION). WATER PIPING FROM THIS POINT TO CEILING PENETRATION INSIDE BUILDING SHALL BE COPPER. P2 COLD WATER UNDERGROUND TO YARD HYDRANT (HB-2) IN TRASH CORRAL. SEE SITE PLAN FOR CONTINUATION. SHUT—OFF VALVE FOR MANUAL ISOLATION. SEE VALVE SCHEDULE. ALL SHUT—OFF VALVES P3 SHALL BE LOCATED OVER SUSPENDED CEILINGS FOR ACCESSIBILITY. DO NOT LOCATE IN AREAS WITH DRYWALL CEILINGS. (TYP.) Fp4] %" COLD WATER UP TO ROOF HYDRANT. P5 MIXING VALVE LOCATIONS SHOWN FOR INFORMATIONAL PURPOSES. SEE DETAIL 3 ON DRAWING P3.0 FOR MIXING VALVE INSTALLATION DETAILS. FPIPE—MOUNTED AQUASTAT TO SHUT PUMP DOWN WHEN RECIRULATION TEMPERATURE REACHES PS 1400F. SEE DETAIL 6 ON DRAWING P3.0. - FP7 TIME CLOCK TO SHUT PUMP AND WATER HEATER DOWN DURING UNOCCUPIED HOURS. SEE ELECTRICAL DRAWINGS FOR WIRING DETAIL. BALANCING VALVE FOR RECIRCULATION SYSTEM. SEE VALVE SCHEDULE. ALL BALANCING Fp-al VALVES SHALL BE LOCATED OVER SUSPENDED CEILINGS FOR ACCESSIBILITY. DO NOT LOCATE IN AREAS WITH DRYWALL CEILINGS. FP9 WATER PIPING AFTER CEILING PENETRATION CAN TRANSITION TO CPVC WHERE PERMITTED BY CODE. z 0 a 0f 0 In W in W Q 0 ``%%11111111/lI N" rG�; JOSEpH ,-,/i i No. 9ra 0% STATE OF �i� • . C 0 R10, NG`��` 2023.08.11 12:06:12-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11 /2023 DATE W H V rY ij o 0 ti Q N 0 LL �? I� Sad N tJ a W m co 0 CA J tY Z W LLJ W 42 (AA O a. ro. rr a O O O N 4' O - O O m 0 O c ♦ c aaOU a 0- ° � v a 0Q '-0 a � ° on�a map ° °' c:y 3 OE cn 0 0 6 t N N + O O N ° ° c ° ° a 0 c �+ N � �iJ o �'3•�°wc ® U O C N y p 0 Sc 0 C O i L U Cn/� N °o 'mE c 0 0 0 V • X + U° y O C 0U C 0� N _ � � - U O cu O ;. U Q C .4: ) U O ° c:N O O E V Ui�O'-O ° O O d U UC O to 2-6 Ll ° O� � D O D 8 0 30 4) 0 0 7 N N U U U a O O W L O+'c. O �.) �L d W W N Z r' w p6l B Y N ~ N 0 = �n N a m m 0 z 0 m z W � Of z m 0 V) to a o N a V) n ul I to n V)�-o o I� o 04 N00 � Z 04 po WIn �n NSN#: 40871 FP10 PROPERLY SEAL ALL PIPE PENETRATIONS THROUGH DRAFT STOP WALL (TYP.) z W Pi 00 rn DOMESTIC WATER PIPING —SAN /SAN u L _ WASTE, VENT & STORM PIPING r SCALE: 1/4" = 1'0" DRAWING NOTES 1. PIPING ROUTES ARE GENERAL AND MAY VARY DUE TO FIELD CONDITIONS. COORDINATE ALL PIPE ROUTES WITH OTHER TRADES. 2. WALL CLEAN —OUTS FOR WASTE PIPING NOT SHOWN FOR CLARITY. SEE GENERAL NOTES FOR REQUIREMENTS. 3. ONLY MAIN FLOOR CLEAN —OUTS ARE SHOWN FOR CLARITY. SEE GENERAL NOTES FOR REQUIREMENTS. 4. ALL HORIZONTAL STORM DRAINAGE PIPING SHALL BE INSULATED TO PREVENT CONDENSATION. INSULATION NOT SHOWN FOR CLARITY. SEE PLUMBING NOTES FOR INSULATION REQUIREMENTS. � I s I IC � I I I —SAN— — — — —SAN— — - — —SAN—I— — I I I 9 -- —Gw 6" — J KEYED NOTES — 6"— FP61 SANITARY LINE TO SANITARY SEWER. SEE SITE PLAN FOR CONTINUATION. [P7] GREASE LINE TO EXTERIOR GREASE INTERCEPTOR. SEE SITE PLAN FOR CONTINUATION P8 STORM LINE TO STORM SYSTEM. SEE SITE PLAN FOR CONTINUATION. Fp_ql TERMINATE OVERFLOW DRAIN AS HIGH AS POSSIBLE WITH DOWNSPOUT COVER. Fp_l ol TERMINATE OVERFLOW DRAIN ABOVE TRELLIS WITH DOWNSPOUT OUTLET PIPE SHALL BE AT LEAST 3" DOWNSPOUT COVER. BOTTOM OF BUT NOT MORE THAN 8" ABOVE TOP OF TRELLIS. rp-1 11 NOTE NOT USED. FP 12] PROVIDE PROSET TRAP GUARD® OR TRAP PRIMER FOR FLOOR DRAIN. FP 173 TOP OF CONCRETE SLAB IS 0'-6" A.F.F. VENT FROM GREASE INTERCEPTOR. SEE SITE PLAN FOR CONTINUATION. P14 COORDINATE PIPE ROUTING WITH LOCATION OF GREASE INTERCEPTOR. FP15GREASE INTERCEPTOR LOCATION SHOWN FOR REFERENCE ONLY. COORDINATE 1 GREASE INTERCEPTOR LOCATION WITH CIVIL ENGINEER AND SITE CONTRACTOR. H4" VENT THROUGH ROOF FREFERENCE MANUFACTURER INSTALLATION GUIDE FOR LAYOUT AND SLOPING 7 GUIDELINES PRIOR TO INSTALL AND POURING OF SLAB. INSTALL WITH SCHIER SV10 SAMPLE PORT. SAMPLE PORT LOCATION SHOWN FOR P18 REFERENCE ONLY. COORDINATE GREASE INTERCEPTOR LOCATION WITH CIVIL ENGINEER AND SITE CONTRACTOR. WASTE PIPE SIZING FIXTURE TYPE TRAP SIZE URINAL 2 IN. WATER CLOSET 3 IN. LAVATORY 1Y4 IN. SERVICE SINK (MOP SINK) 3 IN. WASH SINK (HAND SINK) lh IN. FLOOR DRAIN OR SINK 3 IN. EMERGENCY FLOOR DRAIN (BATHROOMS) 3 IN. - FBC-P 7th ED. DFU QUANTITY TOTAL 4 1 4 4 3 12 1 4 4 3 1 3 2 5 10 5 3 15 0 2 0 TOTAL 48 GREASE PIPE SIZING - FBC-P 7th ED. SERVICE SINK (MOP SINK) FLOOR DRAIN OR SINK FLOOR DRAIN OR SINK WASHING MACHINE 3 IN. 3 1 3 3 IN. 5 9 45 4 IN. 6 1 6 2 IN. 3 1 3 TOTAL 57 STORM PIPE SIZING RAINFALL = ROOF DRAIN RD-1 RD-2 RD-3 RD-4 4 5 IN HR - O 0468 GPM/SQ FT Z 0 EL m V) LLI 0 w�0 v� C E N SFA�ti%��i • :A, ,!-• STATE OF v� Sl4NALV�G`�• 1,11riiiit1>0% THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11/2023 DATE w Cie V � p co 0 0 a N IX ui a �z tn 3 � 0: m W ch t7CO LJ Ul%_ v Z ui W w 2 O r- a a O U N� O H O VJ L O � O C 1+ ° p_O-O p•3 U g 7 J o N3� 0�'� • U C N L L V ° E:t- yr `0 N O �/1 ° = L U: ° c , a Cp ° ° U°'3+ N L C N ® U ° C — •-O L O .�-• N p U O p C O U O H♦ a Oj 'wn E v c — p c Vc: O 00 ° X O C, — U1 fu U C _ - 1-0 v L V 0 O � N J O U Q C �'D '0'-0 L .2y° O U U C L C� O d N.N w= U"-' ° N _ C 0 ° N V L , V 7 m O O D U C c:U ° 0 ° U L dp OL rn U C _O E 'O � 3 O O 0 O .L+ 'D ate+ +-• N ++ en c OU d j (00),U InCD 0- W ° o O O G N t ow I— a3w c—_ a o � O e VERTICAL LEADERS N O LAoo ROOF AREA FLOW RATE SIZE N 0 N t� SQ. FT. GPM IN. o = N 1,031 48 4 O 1,034 48 4 CV m 1,024 48 4 m f I 1,027 48 4 TOTAL I 4,116 I 196 HORIZONTAL PIPING (SLOPE Ye" PER FOOT) ROOF AREA FLOW RATE ROOF DRAIN SQ. FT. SQ. FT. RD-2 & RD-4 2,061 96 RD-1 & RD-3 2,055 96 RD-1, RD-2, RD-3 & RD-4 4,116 193 z J m 3 a_ W SIZE 0 cy_Q V) Q :2m Q I z 9 c J LL W o z � o �+ N m n u, n IN. 4 V) z o o 604 Cam Nr1r) saS o cn0 04 o, NSN#: 40871 0 W Pl o2 WASTE, VENT & STORM PIPING 52'-2 3/4" 1 UNDERGROUND ROUGH -IN ASCAI._E: 1/4" = 1'-0" DRAWING NOTES 1. THIS PLAN IS PROVIDED AS A GUIDE FOR THE PLUMBING CONTRACTOR. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST 1" AND ARE TAKEN FROM THE OUTSIDE EDGE OF THE FOUNDATION WALL TO CENTERLINE OF SLAB PENETRATION. z 0 a U W W Q R 4, NJOSEpyCj AF No. 96� j� ��•• STATE OF • p S L0R10P '��►�� 10, �!!lrrilll111 THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11/2023 DATE w ce H V io 10 Q N W 0 — — ino t7 fY op W W � J .-. � V1 Z J w w O w tr u�1 a a44 � a N :5 O V O N �f} 0 0 0 a 0 '� O V7 ` O L O C + O_a O 07 U.D O N �> 11L O O O O N C o�3NO��n O O" U C N i U L C O N O N E S 0,&cl 0 „A N v J Us o C O O C cm u c v 3 o N a`> c —+ c o� a� o o p c a fro: ooc Ncc. 2No VJ T7 Om E U C V C O'C O y 0 p O X Y y C y U N t (v c O J C_ a� p o . z: cu p U 0 U V) O p C cw O N o ca_i ' U O N N F p N 7 0 U a U Q O N U C O O1 O` -a Q. 0��.N"� 0 3w0" a c0 O O O L W O � r j tOii } N O 47 N a N D rn w � o 0 0 Q 10L3 lx Fc - a oo Mo z a F I `4 �i X tNi-1 N 04 o N N O N m m I 0 z 0 ::D m Z Ld po J O 2 V m ❑ m LL. z ( O Z w (n N Ln < aa n m 04 oo 0 � OLd w W G La r= N cn 0 NSN#: 40871 0 W Pl e4 (n UNDERGROUND ROUGH -IN 1 OVERHEAD ROUGH -IN . 6 SCALE: 1 /4" = 1 '-0" VIF = Verify in Field PC - Plumbing Contractor BSI = Beverage System Installer TAG # QTY DESCRIPTION G 020.01 P3 2 AUTOMATED BEVERAGE SYSTEM 2.0 - 021.01P1 3 COFFEE BREWER (GLASS DECANTERS) - 023.1OP1 1 ESPRESSO BREWER - 024.02P1 1 JUICE DISPENSER - 025.07P1 1 INFUSION TEA BREWER - MIS - 031.03P1 1 SODA SYSTEM PACKAGE - B.I.B.(RECIRCULATING- 3 TOWERS) 031.03P3 1 SODA SYSTEM PACKAGE - B.I.B.(RECIRCULATING- 3 TOWERS) 031.03P4 1 SODA SYSTEM PACKAGE - B.I.B.(RECIRCULATING- 3 TOWERS) 031.03P8 1 SODA SYSTEM PACKAGE - B.1.B.(RECIRCULATING- 3 TOWERS) 032.02P1 032.02P2 1 1 REVERSE OSMOSIS WATER FILTRATION SYSTEM - - TANKLESS REVERSE OSMOSIS WATER FILTRATION SYSTEM - - TANKLESS 032.02P3 1 REVERSE OSMOSIS WATER FILTRATION SYSTEM - - TANKLESS 032.04P1 1 WATER FILTRATION SYSTEM - 032.04P2 1 WATER FILTRATION SYSTEM - 0 PLUMBING SCHEDULE VIF =Verify in Field PC Plumbing Contractor BSI = Beverage System Installer AS TYPE GAS BTU GAS SIZE HW CW MISC PLBG HGT AFF DRAIN REQUIREMENTS & REMARKS TAG # QTY DESCRIPTION - - - - SODA BUNDLE SEE RMKS - DN CHASE FROM SODA SYSTEM - " f" FROM D/T - BSI TO MAKE FINAL CONNECTIONS PER LOCAL CODES 130.00P1 2 COMBI OVEN - - - 1/4" TRTD - SEE RMKS SEE RMKS - 3/8" IND DN CHASE FROM SODA SYSTEM - IF NO CHASE RUN IN 2"COND TO JB -BSI TO CONN CW LINE PER LOCAL CODES. 1 /4" R.O. WATER OPTIONAL DN CHASE FROM R.O. SYSTEM - IF NO CHASE RUN IN 2-COND TO JB -BSI TO CONN CW LINE PER LOCAL CODES 130.00122 2 COMBI OVEN - - - 3/8' R.O. - 134.00P1 1 VEGETABLE SINK 151.2OP1 1 SOILED DISHTABLE - RIGHT HAND - 115.5" WIDE - NC CODE - - - 1/2" FLTR - SEE RMKS - - 152.05P1 1 WAREWASHER (WITH VAPOR VENT) - UPRIGHT - - - 2" 411) 3/8" CO2 SEE RMKS - DN CHASE FROM SODA SYSTEM - IF NO CHASE RUN IN 2"COND TO JB -BSI TO CONN CW LINE PER LOCAL CODES _ 160.01 P1 3 CHEMICAL SYSTEM - - - - _ 3/8" OUTLET SEE RMKS - _ _ FLEX LINE OVERHEAD TO VARIOUS EQUIP. BSI TO MAKE FINAL CONN PER LOCAL CODES 175.11P1 1 COOLER EVAPORATOR - - - - SODA BUNDLE SEE RMKS - OVERHEAD TO SODA TOWER CHASE(S) - BSI TO MAKE FINAL CONNECTIONS PER LOCAL CODES 175.11P3 1 COOLER EVAPORATOR - - - 3/4" - V-6" 3/4" IND BSI TO MAKE CONNECTION FROM BACKFLOW PREVENTER (VERIFY HEIGHT IN FIELD) 176.21P1 1 FREEZER EVAPORATOR - - - - REFRIG LINES SEE RMKS - FROM REMOTE CONDENSING UNIT 176.21 P3 1 FREEZER EVAPORATOR - - - - - 3/8" FLTR - - 3/8" OUTLET SEE RMKS SEE RMKS - - FLEX LINE OVERHEAD FROM SODA SYSTEM -BSI TO MAKE FINAL CONN PER LOCAL CODES FLEX LINE OVERHEAD TO RAPID STEAMER, ESPRESSO, AND COFFEE (OPT.) -BSI TO MAKE FINAL CONN PER LOCAL CODES 205.08P1 1 BIC MACHINE - 205.091"1 1 FROZEN BEVERAGE DISPENSER - - - - - - 1/4" WASTE - 223.07P1 1 WASHER - - - - 3/4" INLET 6'-0" - - 700.18P1 1 BULK OIL FILL BOX - - - - 3 4" OUTLET - - 3 4" GHT RINSE CONN FLEX "Lir futun TO RAPID STEAMER ESPRESSO & 032.05P1 1 WATER FILTRATION SYSTEM - 032.05P2 1 WATER FILTRATION SYSTEM - 038.00P1 1 CLEAN IN PLACE PANEL ICE MACHINE - 1400 LB. - 039.1OP2 1 - 039.1OP3 1 2 ICE MACHINE - 1400 LB. - 039.15P2 ICE MACHINE - 1000 LB. - 039.15P3 2 ICE MACHINE - 1000 LB. - 049.00P1 1 CO2 FILL BOX - 114.00P1 1 HUMIDIFIED HOLDING CABINET - 125.00P1 2 RAPID BUN STEAMER - / COFFEE (OPT.) -BSI TO MAKE FINAL CONN PER LOCAL CODE - - - - 3/4" INLET SEE RMKS - FLEX LINE OVERHEAD FROM R.O. SYSTEM -BSI TO MAKE FINAL CONN PER LOCAL CODES - - - - 3/4" OUTLET SEE RMKS - FLEX LINE OVERHEAD TO COMBI OVENS AND STAGING CABINET -BSI TO MAKE FINAL CONN PER LOCAL CODES - - - 1/2" - 6'-0" - FOR CLEANING BULK COKE TANKS. INSTALL HEIGHT TO BOTTOM OF UNIT FLTR - - - 1/2" - SEE RMKS 3/4" IND WATER LINE OVERHEAD FROM SODA SYSTEM - BSI TO MAKE FINAL CONNECTIONS TRTD PER LOCAL CODES - - - REFRIG LINES - - REFRIGERATION LINES OVERHEAD FROM REMOTE CONDENSING UNIT - - - 1/2" - SEE RMKS 3/4" IND WATER LINE OVERHEAD FROM SODA SYSTEM - BSI TO MAKE FINAL CONNECTIONS TRTD PER LOCAL CODES - - - - REFRIG LINES - - REFRIGERATION LINES OVERHEAD FROM REMOTE CONDENSING UNIT - - - - - 3'-4" - HEIGHT IS TO BOTTOM OF FILL BOX;SUPPLIED BY MANUFACTURER;INSTALLED BY G.C. SEE BUILDING ELEVATIONS. _ _ - - - 3/8" - SEE RMKS - BSI EXTENDS CW LINE OVERHEAD FROM R.O. SYSTEM & TERM. W/QUICK DISCONN. R.O. AND SHUTOFF - - 3/8" - SEE RMKS - BSI EXTENDS CW LINE FROM R.O. SYSTEM & TERM. W/QUICK DISCONN. R.O. _ PLUMBING SCHEDULE GAS TYPE GAS BTU GAS SIZE HW CW MISC PLBG HGT AFF DRAIN REQUIREMENTS & REMARKS - - - - 1/2" - SEE RMKS 1 1/2- IND BSI EXTENDS CW LINE OVERHEAD FROM SODA SYSTEM & TERM. W/QUICK DISCONN. FLTR AND SHUTOFF - - - - 3/8' - SEE RMKS - BSI EXTENDS CW LINE OVERHEAD FROM R.O. SYSTEM & TERM. W/QUICK DISCONN. R.O. AND SHUTOFF _ - - - - 3/4" - V-10" 1-1/2" IND - - - - 3/4" 3/4" - 1'-6" - PC TO MAKE FINAL CONNECTIONS PER LOCAL CODE 140 _ - - - 1 /2" 1 /2" - SEE RMKS 2" INDIRECT PC TO PROVIDE HW, CW, INDIRECT DRAIN PIPING AND MAKE ALL FINAL 140 CONNECTIONS. HW O 5'-2" AFF, CW ® 4'-10" AFF, DRAIN 0 9" - - - 3/4" - - SEE RMKS - PC TO PROVIDE 3/4" MHT. FINAL CONNECTIONS BY EQUIPMENT INSTALLER PER 110 LOCAL CODE, SEE SHEET P3.0 FOR INSTALLATION HEIGHT - - - - - - - 3/4" COND. PC TO ROUTE CONDENSATE DRAIN LINE TO FLOOR DRAIN. PC TO LIQUID -TIGHT SEAL OPENING FOR LINE EXITING BOX - - - - - REFRIG LINES - - RUN TO REMOTE CONDENSING UNIT -INSULATE FULL RUN LENGTH -INSTALLED BY REFRIG. CONTRACTOR - - - - - - - 3/4" COND. PC TO ROUTE CONDENSATE DRAIN LINE TO FLOOR DRAIN. PC TO LIQUID -TIGHT SEAL OPENING FOR LINE EXITING BOX. HEAT TAPE BY REF. - - - - - REFRIG LINES - - RUN TO REMOTE CONDENSING UNIT -INSULATE FULL RUN LENGTH -INSTALLED BY REFRIG. CONTRACTOR - - - - 1/2" __ - SEE RMKS 1" IND DN CHASE. IF NO CHASE RUN IN 2"COND TO JB -BSI TO CONNECT LINES PER FLTR LOCAL CODES - - - - 1/2" 3/8" CO2 SEE RMKS - DN CHASE. IF NO CHASE RUN IN 2"COND TO JB -BSI TO CONNECT LINES PER FLTR LOCAL CODES - - - 3/4" 3/4" - 4'-0" 1 1 /2" D SEE PLUMBING DWGS FOR WALL BOX. INSTALL HEIGHT IS TO BOTTOM OF THE BOX 140 -- - - 3'-4" - HEIGHT IS TO BOTTOM OF FILL BOX;SUPPLIED BY MANUFACTURER;INSTALLED BY G.C. SEE BUILDING ELEVATIONS. z O H d tY U 0 W 0 W Q 0 cr JOSEPHA + f. 0•,� STATE OF 0RIQp:•'•�� ,` ' A%.E?G�� rr1111110" THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11 /2023 DATE Lu I- v �N o Q Nix Uj G L _ I- N ut t? t-' cz wJ CD `h „ J W it N J Z W W w 2 in 0 a n a a u ° p _ j coi '� ° 7 a° w N C N m0 o r :� U caao(U�7U, n a� a� !/1 7 7 O a 0 v a J 0- o � � o my � ap o� a�'i3��OV) N }' o o .N U C L U C`J` C N V) N O N U Ey' a- C`O N v 7L N® o C o C C° -0 aVU CU0=t OC C N p -C o y o c VJ �Cc::a� `v�CU'cNay° 0 0- U N U C y L N O J C N O N CU 0 O 0 L U O N 0 4Ci N O O�- Ul .N .6 w U -C N- L •- y= C �Oa ° C o_6' TE U ° Q 7 fA 7 0 N U ° f/l �- n- O N U C O fn OL o�o C�-moo ® ° a i? O w O? N U U O If a. ° oa��LLIZa� a_ p � 8 p ii 3 of M�`� 38 O �00 I- 0 N S W ar p �^ e O 23 C:) C14 m m I C� C) J m Z W p > Q Z i5 9 Cc N m �cc' i5 m Q L U. 4 N n o f O ' o Ns- 0 00 O � W U � � G r` W F CV W 0 01 w a NSN#: 40871 0 z Li P 1 *6 (A OVERHEAD ROUGH -IN y� ./ 0 �I II \• / •• ./ 100.1, 4 /•./•:/. / / 0,11 /.0 N• y.,, t - v . . y Ilk 10000, I• I�. I: I I I Ls'. DOMESTIC WATER PIPING ISOMETRIC SCALE: NONE •/ • \*,00,0� . '0000, / / / . 0000, / . \ / / Ld 0 inix *• No.9pf.:�7 •:* O•, STATE OF S�rpNALE THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11/2023 DATE W H v Q N W O Lo m ..... o a Go � /� w Z W W w 442 in 0 Of a a r- ex T O T U 0 N sJ O O V7 •O O U E O C an.o 47 .0 U+t+ o „ CL �J 2 O ` o•N o U +-� N fA N N N c N � •J O.L- � O O • N VJ °o 03o°aCi� O C a O C N CJ CO O 0 y V O :;, y O C Vi 'O O N C)C O C O v V + X U) U C L O O c a� J~ N O Ocu V Q C�U.� V ) p N O U j O N N ff! C O a-N — U C O O U aC> OC ++ d (!1 L C ° CL Q, () c :E 0 (n 0,0 lL 0 o 0 0 0 0 C, `Q '° T N ++ 0 U.,C 7 O ix 11 U N 4).2 O O D_ V L 0-1 m H a 3 c +_ ai a a CD m ? C0 2 0 0 p O 0 N z ~ } 2 N O N m m C' Z_ J m 3 z w cr U) Z CC LY m z Q I goz�n o V cf).- o o O N w Q O LaC) 0 n -14 � O NSN#: 40871 a W P2e0 'DOMESTIC WATER ISOMETRIC SPECIFICATIONS Notes: KEYED NOTES: KEYED NOTES: 1. 6" plain end inlettoutlet. 2. Dual 4" pumpout port connections - 1. ACCESS PANEL FOR THERMOSTATIC MIXING 1. FAUCET (SEE PLUMBING FIXTURE 3. Unit weight -w/cast iron covers: 528 lbs. (For wet weight add a,z541bs.) �` zo-vs"--- �, VALVE (SEE CHEMICAL SYSTEM INSTALLATION SCHEDULE) 4. Maximum operating temperature: 150D F continuous (- DETAIL) 2. LAVATORY OR HAND SINK (SEE 5. Capacities- Liquid: 510 gal. Grease: 3,048 lbs. (417 @100 GPM - - ® 2. ECOLAB CHEMICAL SYSTEM (SEE CHEMICAL PLUMBING FIXTURE SCHEDULE) gal.) Solids: 128 gal. Q SYSTEM INSTALLATION DETAIL) 3. CORIAN COUNTERTOP - TOILET 6. Built-in flow control. For series installations, only install A A 3. 24"Wx36"H WALL GUARD (QTY. 2) FURNISHED SEE SHEET P1.0 FOR ROOMS ONLY (FURNISHED BY flow control on the first unit in the series if necessary. 7. Forgravitydrainageapplicationsonly. _ _ WITH MOP SINK (SEE PLUMBING FIXTURE OVERHEAD LINE SIZING G.C.) 8. Do not use for pressure applications. _ _ - SCHEDULE) 4. LAVATORY CARRIER - TOILET Z 9. Cover placement allows full access to tank for proper Inlet Outlet -= 4. MOP SINK FAUCET WITH INTEGRAL VACUUM ROOMS ONLY (SEE O maintenance. 10. Vent required per McDonald's requirements. BREAKER (SEE PLUMBING FIXTURE SCHEDULE) ARCHITECTURAL DRAWINGS) d 11. Engineered inlet and outlet diffusers with inspection ports are removable to inspect / - 5. HOSE FURNISHED WITH MOP SINK FAUCET , , 5. OUTLINE OF ADA COMPLIANT 0� clean piping. 12.Integral air relief / Anti -siphon lSampling access. ..-- I (SEE PLUMBING FIXTURE SCHEDULE) WRAP (SEE PLUMBING FIXTURE 0 (AI 13. Adjustable cover adapters provide up to 4" of additional - - - ! 6. HOSE BRACKET FURNISHED WITH MOP FAUCET SCHEDULE) p height. 14. Designed for below -grade, above -grade, indoor or Safety Ste - (SEE PLUMBING FIXTURE SCHEDULE) 6. THERMOSTATIC MIXING VALVE outdoor installations. 15. Safety Star, access resVidor built into each cover TOP VIEW (COVERS REMOVED FOR CLARITY) ISOMETRIC VIEW 1 � 7. FLOOR GRATE ------- -- _.-:_..� --'-- .. ..... ..... . .. .. _.----------.-.--.-.._._ • ( FINISHED CEILING 7. SEE VALVE SCHEDULE { ) DROP HOT WATER PIPING LOOP adapter, prevents accidental entry to tanks (450 lb rating). i I ( I DOWN WITHIN WALL TO COMPLY . j Adjustable Adapter with i WITH IEEC SECTION C404.5.1 / Pickable H-20 Rated Cast ENGINEER SPECIFICATION GUIDE Schier Great Basin- grease interceptor model # GB-500 shall ---' 0 24-1 /2" TYP - Icon Covers } I I be lifetime guaranteed and made in USA of seamless, 46' . ------------- r = ?� f rotationally molded polyethylene with minimum 7/16" uniform -' i 2 • wall thickness. Flow control cartridge shall be PVC. Interceptor } of I W shall be furnished for above or below -grade Installation with adjustable cover adapter, Safety Star@ access restrictor built 11-3/8" � 6" outlet .- f y �.+•a 7 SEE SHEET P 1.0 FOR F_ o into each cover adapter. Interceptor shall be certified to ASME A112.14.3 (Type C) and CSA 8481.1. Interceptor Flow rate shall __- 1 ® o o 0 3 OVERHEAD , LINE SIZING Of -- - - nterceptor grease capacity shall be 3,048 lbs. Cover shall 6" Inlet- i � Static Water Line have 16,000 lbs. load - 3 • 1 provide water/gas-fight seal and minimum capacity. - _ 50-3/8" 2 3 39" 3� JOSEpyA� CERTIFIED PERFORMANCE INVERT �" Great Basin T'" hydromechanical grease interceptors - I 4 are third parry performance -tested and listed by IAPMO to ASME 0112.14.3 and CSA B481.1 greaseinterceptor 6.41 if x Q t 5 `�\ ��, `��.•' C E • •., \ $ standards and greatly exceed requirements f or g ease separation and storage. V + ��/,• �, They are compliant to the Uniform Plumbing Code tt CV •:� and the International Plumbing Code. SECTION A -A END VIEW t0 - No. 9 .: 1`0 O v 6 rd'- 7 N ! ��•, STATE OF DETAIL GREASE INTERCEPTOR INSTALLATION (FOR REFERENCE) P3.0 SCALE• NONE 6455 Woodland Dr Shawnee, D ETA I L 2 D ETA I L 3 T513300 300 Fax: 913-951-3399el: 913-951 scihlerproducts.com THIS DOCUMENT HAS RECESSED MOP SINK P3.0 LAVATORY (OR HAND SINK) P3.0 BEEN DIGITALLY SIGNED SCALE: Xi"=1'-0" SCALE: "=1'-0" AND SEALED. PRINTED COPIES OF THE COARSE FILTER CONSTANT WATER PRESSURE FINE FILTER PHOSPHATE FEEDER DOCUMENT ARE NOT CONSIDERED SIGNED AND is BOOSTER MODULE _ _ KEYED NOTES: SEALED. THE SIGNATURE PC BSI (� ACCUMULATOR TREATED WATER TO COFFEE BREWERS 1. 12"x12" ACCESS PANEL (COORDINATE MUST BE VERIFIED ON TANK INSTALLATION WITH G.C.) ANY ELECTRONIC COPIES - - - - - r - - - - - TREATED WATER TO ICED TEA BREWERS " " ii ii 1 2. ( THERMOSTATIC MIXING VALVE SET TO 110'F OF THE DOCUMENT i i i ! Il II rr SEE VALVE SCHEDULE) 3y4 RPZ II 1 208/11/2023 i I li II 4 II 3. PIPE THROUGH WALL WITH ESCUTCHEON PLATE -------- I L IHJ a tt DATE TREATED WATER TO ICE MACHINES ifI5 4. SHUT-OFF VALVE5. �'4 MHT CONNECTIONBYPASS 4 2.5 GAL. STORAGE TANK 20 GAL. STORAGE TANK l II 6 li iL.-_ L BOOSTER TANK REGULATOR tit ( 5 7 - ***PLUMBERS WORK ENDS AT MHT CONNECTION*** v D FILTERED WATER TO PRE FILTER R.O. R.O. WATER li ii 3 ii ii 6. HOSE TO CHEMICAL SYSTEM WATER II ll 7. ECOLAB SOLIDSENSE CHEMICAL DISPENSER E- TO WATER-COOLED SMOOTHIE MACHINE TO BUN TO SPECIALTY COFFEE ! .. I I 06 Q II n 9 < o 0 CONDENSER MACHINE I D ii ii 8• ECOLAB SMARTSHAPE CHEMICAL DISPENSER uNi M a FILTERED WATER TO STEAMER II 9. CHEMICAL DISPENSING HOSE Ix W I-_ N COMBI-OVEN (CLEANING) - - --- - - ]FEEDER LCITE CYST REDUCTION I ( 8 9 PERMEATE S 6 PUMP FILTER o ii ii r - m �� -.�/ J o I I I I I I ! -- �.. oo J 1l- REVERSE OSMOSIS FILTER r' 9 II II i 9 0 �,®Willi PLUMBER'S WORK ENDS WITH RPZ INSTALLATION. CHLORAMINE R.O. WATER TO ALL WORK UNDER CONTRACT WITH THE BEVERAGE STAGING CABINET 0° SYSTEM INSTALLER BSI OCCURS AFTER THE RPZ. COOLING COIL I o i ;, it 0 0 = ALL POTABLE WATER PIPING AND APPLIANCE ORANGE JUICE BUFFER - a a a BACKFLOW PREVENTION SHALL COMPLY WITH THE (TYPICAL) - - - - - - - R.O. WATER TO LOCAL PLUMBING CODE. IT IS THE RESPONSIBILITY �__ ^�� - S COMBI-OVEN o OF THE BSI TO COMPLY WIITH THESE REGULATIONS. FILTERED WATER TO �H�titi�l'� (COOKING) CLEAN -IN -PLACE PANEL'- I COOLING COIL I COOKING N i o o T) o 0 0 55 PSI I - CO2 - FILTERED WATER . ° r 1 a o c .. V n m v W. ` a°;� o v TO CARBONATOR �y/ �� DISPENSER a e ° ° a o a 2 " a o CARBONATOR (TYPICAL) °. _ J o S # .EOX PUMP SODA TOWER �j 00 2 L a , DETAIL 4 (TYPICAL) DETAIL 5 _ w U C a) L U N U U (U N C v r (u BEVERAGE SYSTEM DISTRIBUTION SCHEMATIC P3.0 CHEMICAL SYSTEM INSTALLATION P3.0 N �°W- 0 - v 2 o, a 00'- OCL SCALE: NONE SCALE: V=1'-0" N oc�3o ®� 0 U p V O p C O Lv; �0C KEYED NOTES: 0� 0 C `� 0 U p C U C O y 0 1. INCOMING UNDERGROUND WATER SERVICE - N O _J C N ` U SEE CIVIL DRAWINGS FOR CONTINUATION - � . w 0 0 �, 2. BLOCKING AT CHANGES IN DIRECTION n o `n v act o 3. MINIMUM ANNULAR CLEARANCE L r_ 4. UNION En J •c `.tz 0 C 0 .� ROOF DECK _ 5. QUARTER -TURN BALL VALVE EL. VARIES - 6. 2" PIPE FOR WATER SERVICE 0 o a in` (D E r vL v v >, O C07 N� O N U 1 7. WATER PIPING FROM 5 FT. SHALL FBEMCOPPER BUILDING TO in0- 2 0 N U C O rn 0 -0 OT +' C O'+ . . . •�S1X2- HW (140'F) o 3 0 _ o v w m E .� D Z au 0 REFER TO CIVIL PLANS FOR DOMESTIC WATER a ~ a w 0 • �}--}arF,- • • • • • 40-SX" HWR (140'F) 6 7 METER AND BACKFLOW PREVENTER LOCATION. CEILING - - -- 6 7 --- z o of Y _N N EL. 10'-6" A.F.F. • fi 3 N GI �p N 2 c TC N o KEYED NOTES: _ 6" - O ^' 8 1. THERMAL EXPANSION TANK (SEE EXPANSION AIN, N ITANK SCHEDULE) pmp 3 2. WATER HEATER PRESSURE/TEMPERATURE 2 I RELIEF VALVE (EXTEND TO FLOOR DRAIN) 0 I(21 3. WATER HEATER (SEE WATER HEATER 5 Z SCHEDULE) - I 4. NOT USED 4 ° ._ _ - 5. NOT USED m O 6. RECIRULATION PUMP (SEE PUMP SCHEDULE) C4^ c� `'' m ftl 11 7. STRAP -ON AQUASTAT FOR PUMP CONTROL �_ � I U) z �i 8. TIMECLOCK TO SHUT DOWN PUMP AND WATER Q o i U. HEATER DURING UNOCCUPIED HOURS �- 0 o O V) n 9. NOT USED Z 4 -4 10. NOT USED 3 11. WATER HEATER DRAIN (EXTEND TO FLOOR 1 2 CONCRETE PAD DRAIN = 2 o EL. 0'-6" A.F.F. - a : " °n °. a 7 y r W O W U D N O 2 � N � o � � N Cn o NSN#: 40871 D ETA I L r6 D ETA I L , D ETA I L 5 z INDIRECT DRAINAGE PIPING TYP. P3.0 W P3. 4 WATER HEATER PIPING P3.0 INCOMING WATER SERVICE P3.0 ( ) _ SCALE: NONE SCALE: X"=1'-O" SCALE: X2"=1'-0" rn DETAILS SPECIFICATION MODEL NUMBER: B-500 PART NUMBER: 4075-003-01 U P 9-C C \% (�. `+ PTIG DESCRIGB5 0 GREASE INTERCEPTOR 100 GPM, 6" INLET/OUTLET WITH DUAL 4" PUMPOUT PORT CONNECTIONS, H-20 RATED CAST IRON COVERS PROPRIETARY AND CONFIDENTIAL THE MFDH NRI(: I-N IWS DRAWING IS THE SOLE PROPERTY OFSC"KR PRODUCTS ANY RPPRODUCTM IN PART OR AE A WHOU YR IHOUI THEWR'THIEREDTEN. PE'"'S5"CNOFSC"'ER A "CTR'S PRO --- ---- --- - DWG BY: C. BUSENITZ DATE: 4/14/2022 REV: - ECO: - GENERAL PLUMBING NOTES HYDROMECHANICAL INTERCEPTOR SIZING LEGEND ABBREVIATIONS m GENERAL: PER 2020 FBC - PLUMBING. 7TH EDITION SECTION 1003.3.5 AND PDI-G101 COLD WATER PIPING ACM AREA CONSTRUCTION MANAGER 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH 2O20 FLORIDA 4. PRECAST CONCRETE INTERCEPTORS SHALL BE CAPABLE OF 3,000 PSI BUILDING CODE - PLUMBING 7TH EDITION, ALL LOCAL CODES AND COMPRESSIVE STRENGTH AT 28 DAYS, SHALL BE REINFORCED WITH BAR OR 3-COMP SINK ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. WIRE MESH AND SHALL BE COATED WITH A MINIMUM OF TWO (2) LAYERS OF VOLUME = 12 x 20 x 14 = 3360 CU. IN. TEMPERED WATER PIPING (110'F) AVB ATMOSPHERIC VACUUM BREAKER NOVOLAC EPDXY ON THE INTERIOR. NOVOLAC EPDXY SHALL BE = 3360 x 3 = 10,080 CU. IN. 2. ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. SHERWIN-WILLIAMS NOVA -PLATE UHS (OR EQUAL). = 10080/231 = 43.63 GAL. 3. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR DISPLACEMENT = 43.63 x 0.75 = 32.72 GAL. .. .. HOT WATER PIPING (149F) BSI BEVERAGE SYSTEM INSTALLER z TO INSTALLATION. ALL ROUGH -IN LOCATIONS SHALL BE COORDINATED WITH 5. THE GREASE INTERCEPTOR SHALL BE VENTED IN ACCORDANCE WITH THE FLOW RATE = 32.72/2 = 16.36 GPM 0 THE MANUFACTURER'S SUBMITTAL INFORMATION. LOCAL CODE OR THE MANUFACTURER'S REQUIREMENTS. IE MOP SINK _ CO CLEAN -OUT 4. ALL DIMENSIONAL INFORMATION IS AS FOLLOWS (UNLESS NOTED OTHERWISE): 6 24CEN.S MANHOLES. TO THE REAALL SUSE RFACE WATER MUST DRAIN PROVIDEDERCEPTOR SHALL BE AWAY WFROM MANHOLES. VOLUME _ 2400/231x 6 10.44GAL. CU. IN. - ' ' ' ' ' - RECIRCULATED HOT WATER PIPING -Lj A. UNDERGROUND PIPE IS TO FOUNDATION DISPLACEMENT = 10.4 x 0.75 = 7.8 GAL. B. OVERHEAD PIPE IS TO FINISHED WALL 7. PIPING INLET AND OUTLET SIDES SHALL BE CLEARLY LABELED ON THE TOP FLOW RATE = 7.8/2 MIN. DRAIN TIME = 3.9 GPM - - - - OVERHEAD LINES (BY P.C.) DC DOWNSPOUT COVER C. ELEVATIONS ARE TO FINISHED FLOOR OF THE GREASE INTERCEPTOR TO INSURE PROPER INSTALLATION. 5. ALL MATERIALS, FIXTURES AND EQUIPMENT USED SHALL BE IN ACCORDANCE DOMESTIC SUPPLY SYSTEMS: VEGETABLE SINK VOLUME = 10 x 18 x 10 = 1800 CU. IN. --sa-- UNDERGROUND SANITARY PIPING DFU DRAINAGE FIXTURE UNIT(S) WITH McDONALD'S SPECIFICATIONS. SPECIFICATIONS ARE CONTAINED WITHIN 1. THE INCOMING WATER SERVICE PIPE SHALL BE LOCATED A MINIMUM OF 5 FT. = 1800/231 = 7.8 GAL. THESE DRAWINGS AND THE McDONALD'S PROJECT MANUAL. ANY CONTRACTOR FROM THE EXITING SANITARY PIPE. WHERE A 5 FT. SEPARATION IS NOT DISPLACEMENT = 7.8 xO.75 = 5.85 GAL. IN NEED OF A COPY OF THE McDONALD'S PROJECT MANUAL SHALL CONTACT POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM FLOW RATE = 5.85/2 MIN. DRAIN TIME = 2.93 GPM--OIN--- UNDERGROUND GREASE WASTE PIPING EC ELECTRICAL CONTRACTOR THE McDONALD'S AREA CONSTRUCTION MANAGER. ANY VARIANCE FROM THE OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. McDONALD'S SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE TRENCH DRAIN W ENGINEER -OF -RECORD. 2. ALL UNDERGROUND SITE PLUMBING SHALL CONFORM TO NSF 61, SHALL BE VOLUME = 80 x 6.25 x 3.8 = 1,900 CU. IN. -- VENT PIPING FAC FIRE ALARM CONTRACTOR Q TYPE K COPPER TUBING OR COPPER PIPE, POLYETHYLENE (PE) OR CPVC. = 1900/231 = 8.23 GAL. 6. SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OF WORK. IF CPVC IS USED, FOAM INSULATION SHALL BE INSTALLED AT ALL CHANGES DISPLACEMENT = 8.23 x 0.75 = 6.1725 GAL. OF DIRECTION TO ACCOUNT FOR EXPANSION AND CONTRACTION. FLOW RATE = 6.17/2 MIN. DRAIN TIME = 3.09 GPM ABOVE GROUND STORM PIPING FCO FLOOR CLEAN -OUT 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING Of AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. INCOMING WATER SERVICE PRESSURE SHOULD BE BETWEEN 45 AND 55 PSI / STATIC. WHERE WATER PRESSURE SERVICE EXCEEDS 80 PSI STATIC, AN WASHING MACHINE %%IIIlilt 8. WHERE POOR SOIL CONDITIONS EXIST OR WHERE SUBSTANTIAL SETTLEMENT APPROVED WATER -PRESSURE REDUCING VALVE WITH STRAINER CONFORMING FLOW RATE = 1.0 GPM --fi-- UNDERGROUND STORM PIPING FD FLOOR DRAIN �`p`��JoSEpti��,,�' OF EITHER THE PIPING, THE BUILDING OR ADJACENT WALKS, PLANTERS, ETC., TO ASSE 1003 SHALL BE INSTALLED. WHERE INCOMING WATER PRESSURE IS WAREWASH .` G�=' �� E NS MAY OCCUR, THE CONTRACTOR SHALL PROVIDE ADEQUATE UNDERSLAB BELOW 45 PSI STATIC, A PRESSURE BOOSTER SYSTEM SHALL BE INSTALLED. �' F '•;yy FLOW RATE = 1.0 GPM' . *,. •:* STAINLESS STEEL PIPE HANGERS OR APPROVED OTHER SUPPORT. HOSE BIBB FPC FIRE PROTECTION CONTRACTOR 4. IF THE RESTAURANT HAS A COMBINED WATER AND FIRE SPRINKLER SERVICE = �a No.9'� 9. ALL PIPE SLEEVES SHALL BE PROPERLY SEALED AND INSULATED TO PREVENT THE INCOMING WATER SERVICE SHALL BE SIZED BASED ON THE FIRE FLOOR SINK _ .!' FLOW RATE = 1.28 GPM HEAT LOSS AND SEEPAGE. SPRINKLER CONTRACTOR'S HYDRAULIC CALCULATIONS. N CHECK VALVE FS FLOOR SINK „ FLOOR DRAIN ' O'•.••STATE.• �ti� 10. A I OO F ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE 5. PROVIDE A MINIMUM 7� ANNULAR CLEARANCE AROUND ALL PIPE SLAB FLOW RATE = 0.47 GPM , 5, •..0R�,,.P''G�`. HANGERS. PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR PENETRATIONS. BALL VALVE GC GENERAL CONTRACTOR S'/OnJpL�EQUA�1�`� 6. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE GREASE INTERCEPTOR SIZING CALCULATION 11. ALL PENETRATIONS OF FIRE -RATED WALLS SHALL BE FIRESTOPPED WITH AN INSTALLED AT THE INCOMING SERVICE WHERE REQUIRED BY CODE. ab THERMOSTATIC MIXING VALVE GI GREASE INTERCEPTOR APPROVED AND LISTED FIRESTOPPING SYSTEM. 3 COMP SINK THIS DOCUMENT HAS 7. AN EXPANSION TANK SHALL BE INSTALLED ON THE COLD WATER LINE INLET 16.36 GPM x 1 = 16.36 GPM BEEN DIGITALLY SIGNED SANITARY AND VENT SYSTEMS: TO THE WATER HEATER. SEE EXPANSION TANK SCHEDULE. MOP SINK ® FLOOR DRAIN GPF GALLONS PER FLUSH AND SEALED. PRINTED 1. THE BUILDING SANITARY PIPE SHALL BE LOCATED A MINIMUM OF 5 FT. FROM 3.9 GPM x 1 = 3.9 GPM COPIES OF THE THE INCOMING WATER SERVICE. WHERE A 5 FT. SEPARATION IS NOT 8. ALL WATER SUPPLY PIPE WITHIN 5 FT. OF THE BUILDING AND INSIDE THE VEGETABLE SINK DOCUMENT ARE NOT POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM BUILDING SHALL COMPLY WITH NSF 61 AND SHALL BE TYPE L COPPER 2.93 GPM x 1 = 2.93 GPM ® CLEAN -OUT (FLOOR OR YARD) GPM GALLONS PER MINUTE CONSIDERED SIGNED AND OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. TUBING, COPPER PIPE OR CPVC PIPE. TRENCH DRAIN SEALED. THE SIGNATURE 3.09 GPM X 2 = 6.18 GPM MUST BE VERIFIED ON 2. ALL SANITARY AND VENT PIPE SHALL BE PVC TYPE DWV, ABS OR CAST-IRON 9. CPVC PIPE SHALL BE FLOWGUARD GOLD OR FLOWGUARD BENDABLE AS WAREWASHER FLOOR SINK GW GREASE WASTE ANY ELECTRONIC COPIES WHERE REQUIRED BY CODE. MANUFACTURED BY LUBRIZOL. 1.0 GPM x 1 = 1.0 GPM OF THE DOCUMENT FLOOR SINK 08/11/2023 3. ALL HORIZONTAL SANITARY PIPE SHALL BE INSTALLED WITH A MINIMUM PITCH 10. CPVC PIPE SHALL BE CONNECTED WITH FLOWGUARD GOLD YELLOW LOW-VOC 1.28 GPM x 4 = 5.12 GPM (?� PRESSURE GUAGE HS HAND SINK AS FOLLOWS: SOLVENT CEMENT AS MANUFACTURED BY IPS WELD -ON OR OATEY. FLOOR DRAIN DATE PIPE SIZE MIN. SLOPE 2X" OR LESS Y4" PER FT. 3" TO 6" X" PER FT. 8" OR LARGER X6" PER FT. 4. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND SHALL BE LOCATED NOT MORE THAN 100 FT. APART. 5. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS S G E P 0.47 GPM x 1 = 0.47 GPM 11. ALL CPVC PIPE SHALL BE INSULATED TO PREVENT EXPOSURE TO GREASE. WASHING MACHINE w 1.0 GPM X 1 = 1.0 GPM (L LOW PRESSURE SWITCH I.P.S. IRON PIPE SIZE (ALSO NPS) 12. ALL SUSPENDED PIPE SHALL BE SUPPORTED AS FOLLOWS: MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING COPPER PIPE 12 FT. 10 FT. COPPER TUBING �1 4 6 FT. 10 FT. COPPER TUBING >1X" 10 FT. 10 FT. C PVC < 1 " 3 FT. 10 FT. CPVC Z1 4 4 FT. 10 FT. D TOTAL PEAK FLOW RATE: 36.96 GPM - APPDX. 50 GPM n HIGH PRESSURE SWITCH KEI KITCHEN EQUIPMENT INSTALLER 50 GPM RESULTS IN 100 LB. GREASE RETENTION CAPACITY � c co N a a � S SOLENOID VALVE KES KITCHEN EQUIPMENT SUPPLIER � N SERVINGS PER DAY (S) *GREASE PRODCUTION VALUE (G) * DAYS BETWEEN PUMP -OUTS (D) =GREASE OUTPUT (0) - z N q S = 1325 } F o �, IN A IN L PI E RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR EVERY 40 FEET OF DEVELOPED LENGTH. 6. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB PENETRATION. 7. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS SHALL BE PROVIDED. 8. CLEANOUTS ON 6-IN. AND SMALLER PIPES SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 18 IN. CLEANOUTS ON 8-IN. AND LARGER PIPE SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36 IN. 9. ALL SUSPENDED SANITARY AND VENT PIPE SHALL BE SUPPORTED AS FOLLOWS: 13. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE INSTALLED AT THE INLET TO THE WATER FILTRATION SYSTEM. ALL PIPING DOWNSTREAM OF THE RPZ SHALL BE COPPER OR CROSS -LINKED POLYETHYLENE (PEX). 14. ALL DEVICES, APPLIANCES, AND APPARATUS INTENDED TO SERVE SOME SPECIAL FUNCTION SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. ALL BACKFLOW PREVENTION DEVICES SHALL BE ASSE LISTED AND APPROVED FOR THE DEVICE OR APPLIANCE THEY SERVE. 15. ALL WATER SUPPLY LINES SHALL BE PROVIDED WITH A QUARTER -TURN SHUT-OFF VALVE BEFORE FINAL CONNECTION TO EQUIPMENT. G = 0.025 D = 90 S * G * D = 2981.25 LBS OF GREASEOV GREASE OUTPUT: 2981.25 LBS OF GREASE IGB-500 CAPACITY: 3048.0 LBS OF GREASE j THREE-WAY VALVE LAV LAVATORY 00 �� I� vLU Q N_ z Uj Lij w g zo o 0 a pC}J PRESSURE REGULATOR MC MECHANICAL CONTRACTOR INN DUAL CHECK VALVE OR RPZ MHT MALE HOSE THREADS o a U ° N � 2 o ° `� r ♦ a ° N � ; �J Q `� ° ° aom�° map g �, 4j 0 c J o 0 .E .o Ir , DUAL CHECK VALVE WITH ATMOSPHERIC VENT MS MOP SINK �.Y� STRAINER NPS NATIONAL PIPE THREAD STANDARD MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING ABS 4 FT. 10 FT. PVC (TYPE DWV) 4 FT. 10 FT. CAST-IRON (<10 FT. PIPE SECTIONS) 5 FT. 15 FT. CAST-IRON (10 FT. PIPE SECTIONS) 10 FT. 15 FT. 16, QUARTER -TURN SHUT-OFF VALVES SHALL BE INSTALLED UPSTREAM OF ANY o o �' a L INLINE BACKFLOW PREVENTION DEVICE. RELIEF VENT NPT NATIONAL PIPE THREAD TAPERED a� E -- a - m .o M v r.°�'ca 17. ALL VALVES AND BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED WITH ♦^ c: c9i (n o � � � . FITTINGS THAT FACILITATE REMOVAL IN CASE OF FAILURE. 0/0 OWNER/OPERATOR ® " _ ,.° `o v U Sc C O N p p 18. ALL OVERHEAD WATER LINES SHALL BE INSULATED WITH 1" THICK EXTERNAL o �� ° U JACKETED INSULATION AND A MINIMUM INSTALLED R-VALUE OF 3.7. o o o� o ° 10. ALL PLUMBING FIXTURES SHALL BE VENTED AND THE MAXIMUM DISTANCE OH OVERHEAD , �, ° ° r „ FROM THE FIXTURE TRAP TO THE VENT SHALL BE AS FOLLOWS: 19. PRIOR TO BUILDING TURNOVER, THE DOMESTIC WATER SUPPLY SYSTEM SHALL - ° J ~ _ o 0 TRAP SIZE SLOPE DISTANCE 1Y4" Y4" PER FT. 2'-6" ix" Y4" PER FT. 3'-6" 2" Y4" PER FT. 5'-0" 3" }�" PER FT. 6'-0" 4" & LARGER" PER FT. 10'-0" BE PURGED OF DELETERIOUS MATERIAL AND DISINFECTED. DISINFECTION SHALL BE DONE IN ACCORDANCE WITH THE LOCAL HEALTH CODE, PLUMBING CODE OR IN ACCORDANCE WITH AWWA C651 OR AWWA C652. STORM DRAINAGE SYSTEMS: 1. ALL ROOF DRAINS SHALL BE SIZED IN ACCORDANCE WITH LOCAL CODES AND SHALL CONFORM TO ASME Al 12.21.2M OR A112.3.1. P PUMP ° C N 0 O a ,� .° �" (AO U O N C �. 'E ° o o N o 0 a m C L O ul O` 'D C ° -� °' a PC PLUMBING CONTRACTOR 11. ALL PLUMBING VENTS THROUGH THE ROOF SHALL TERMINATE A MINIMUM OF 2. ALL STORM DRAINAGE PIPING SHALL BE ABS, PVC TYPE DWV OR CAST-IRON RC REFRIGERATION CONTRACTOR o 0 0' o 3 0 0 a • L ; ° ° 12 INCHES ABOVE THE ROOF AND SHALL BE LOCATED A MINIMUM OF 8 FT. WHERE REQUIRED BY CODE. , w � " °' '- N 0 ° 0) p ; (n„ 9 ° FROM ANY PARAPET WALL. WHERE A VENT TERMINATES WITHIN 8 FT. OF A RPZ REDUCED PRESSURE PRINCIPLE a iu n N'- o w L , N � w s 2•- Os yr PARAPET WALL, THE VENT SHALL TERMINATE A MINIMUM OF 6 INCHES ABOVElix 3. ALL SUSPENDED STORM DRAINAGE PIPE SUPPORT REQUIREMENTS SHALL BE BACKFLOW PREVENTER O �- a 3 �- _ -- � - THE PARAPET. THE SAME AS THE SANITARY AND VENT REQUIREMENTS. 12. ALL PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 10 FT. HORIZONTALLY 4. ALL HORIZONTAL STORM DRAINAGE PIPE PITCH REQUIREMENTS SHALL BE THE SS SANITARY SEWER 8 (D M N FROM ANY OUTDOOR AIR INTAKE. WHERE A PLUMBING VENT IS LOCATED SAME AS THE SANITARY AND VENT REQUIREMENTS. 01 fa y r N WITHIN 10 FT. OF AN INTAKE, THE VENT SHALL TERMINATE A MINIMUM OF 2 z o • Ix 00 w N FT. ABOVE THE INTAKE. 5. ALL HORIZONTAL STORM DRAINAGE PIPE SHALL BE INSULATED WITH 1 " THICK ST STORM SEWER o N n EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED R-VALUE OF 3.7 0 mffi ANTI -SIPHON, SPILL RESISTANT 13. ALL SIDE WALL VENT TERMINATIONS SHALL BE PROTECTED TO PREVENT BIRDS TO PROTECT AGAINST CONDENSATION. C)N OR RODENTS FROM ENTERING OR BLOCKING THE VENT OPENING. SVB 6. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND VACUUM BREAKER N 14. ALL FLOOR DRAINS THAT DO NOT SERVE EQUIPMENT SHALL BE PROTECTED SHALL BE LOCATED NOT MORE THAN 100 FT. APART. co AGAINST DRYING OUT EITHER THROUGH THE INSTALLATION OF A TRAP PRIMER, TAB TEST AND BALANACE CONTRACTOR m I DEEP SEAL TRAP OR PROSET TRAP GUARD. 7. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS Z 15. ALL APPLIANCES SHALL DRAIN TO AN APPROVED SANITARY WASTE RECEPTOR IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR UG UNDERGROUND M (FLOOR SINK OR FLOOR DRAIN WITH FUNNEL). INDIRECT DRAINAGE FROM AN EVERY 40 FEET OF DEVELOPED LENGTH. APPLIANCE SHALL MAINTAIN AN AIR GAP BETWEEN THE PIPE OUTLET AND THE TOP OF THE RECEPTOR. THE MINIMUM DISTANCE BETWEEN THE PIPE OUTLET $. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB UR URINAL m c� z w AND THE TOP OF THE RECEPTOR SHALL BE TWICE THE DIAMETER OF THE PENETRATION. p z � m m APPLIANCE DRAIN PIPE. w J 9. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS V VENT = 0° w a 9 GREASE INTERCEPTORS: 1. SEE SITE PLAN FOR THE SIZE AND LOCATION OF THE GREASE INTERCEPTOR. SHALL BE PROVIDED. pa o O m o & z ,. m 10. ROOF DRAINS AND OVERFLOW ROOF DRAINS SHALL BE PIPED INDEPENDENTLY. 2. THE GREASE INTERCEPTOR SHALL BE INSTALLED IN A LOCATION THAT IS OVERFLOW ROOF DRAINS SHALL NOT BE CONNECTED TO THE PRIMARY ROOF WC WATER CLOSET Z o o ACCESSIBLE FOR PUMPING. DRAINAGE SYSTEM. cV 0 N WCO WALL CLEAN -OUT 3. THE GREASE INTERCEPTOR SHALL BE CONSTRUCTED OF FIBERGLASS OR N ON 00 M U w U L)w 0 1- I PRECAST CONCRETE. GREASE INTERCEPTOR CONSTRUCTION SHALL CONFORM N O TO ALL LOCAL NSN#: 40871 WSFU WATER SUPPLY FIXTURE UNITS) d z w 4,9 0 YC YARD CLEAN -OUT N GENERAL NOTES COORDINATION SCHEDU GENERAL REQUIREMENTS FURNISH INSTALL FINAL CONNECTION NOTES MECHANICAL PERMIT MC 1-3 HOT WORK (WELDING) PERMIT (IF APPLICABLE) KES 1-3 REFRIGERATION PERMIT (IF APPLICABLE) MC 1-3 PLUMBING PERMIT PC 1-3 ELECTRICAL PERMIT EC 1-3 FIRE SPRINKLER PERMIT (IF APPLICABLE) FPC 1-3 FIRE ALARM PERMIT IF APPLICABLE FAC 1-3 CONTRACTOR COORDINATION REQUIREMENTS HEATING & AIR-CONDITIONING ROOFTOP UNITS, INTAKE AND RELIEF MCD CP MC 1-5, 17, 22 ROOF CURBS MCD CP MC 1-3, 20, 22 GAS PIPING AND GAS_ PIPE KIT - - - - - - - - -- - - - CONTROLS WIRING NOT REQ'D NOT REQ'D NOT REQ'D NOT REQ'D — - - -- -- -- - --- -- -- - 1-3. 19, 22. 24 MC EC EC POWER WIRING EC EC EC 1-3, 19, 22, 24 CONDENSATE TRAP MC PC 1-3, 22-23 CONDENSATE PIPING (IF APPLICABLE) PC PC MC EC 1-3, 22-23 1-3, 22, 24 DUCT -MOUNTED SMOKE DETECTOR MC GENERAL EXHAUST SYSTEMS EXHAUST FANS MCD CP MC 1-3. 17, 22 ROOF CURBS MCD CP MC 1-3, 22 _ CONTROLS (WHERE APPLICABLE) MC EC EC 1-3, 22, 24 POWER WIRING EC EC EC 1-3. 22, 24 TEMPERATURE CONTROLS BUILDING AUTOMATION SYSTEM _ _ REMOTE SENSORS (RH AND/OR TEMPERATURE) MCD CP MC EC 1-3, 22, 2_4_ MC MC EC _ 1-3. 22, 24 CONTROLS WIRING (WHERE APPLICABLE) MC EC EC 1-3. 22, 24 POWER WIRING EC EC EC 1-3, 22, 24 DUCTWORK AND ACCESSORIES GALVANIZED SHEET METAL DUCTWORK MC MC 1-3, 22 EXTERNAL INSULATION MC MC 1-3, 22 INTERNAL INSULATION (IF APPLICABLE) MC MC 1-3, 22 WEATHERPROOFING (IF APPLICABLE) SPIN -IN COLLARS MC MC 1-3, 22 MC MC 1-3, 22 FLEXIBLE DUCTWORK MC MC 1-3, 22 VOLUME/BALANCING DAMPERS MC MC 1-3, 22 FIRE DAMPERS (IF APPLICABLE) MC MC 1-3, 22 FIRESTOPPING (IF APPLICABLE) MC MC 1-3, 22 AIR DEVICES AND ACCESSORIES MC MC MC 1-3. 7, 22, 28 PLUMBING SYSTEMS WATER HEATERS MCD CP PC PC 1-3, 11-12, 23 HOT AND COLD WATER PIPE PC PC PC 1-3, 23 VENTS AND INTAKES PC PC PC 1-3, 23 THERMOSTATIC MIXING VALVE PC PC PC 1-3. 23 POWER AND CONTROL WIRING EC EC EC 1 1-3, 23-24 KITCHEN EXHAUST SYSTEMS _ McDONALD'S BACKSHELF EXHAUST HOODS KES KEI 1-3, 6, 22, 27 CANOPY EXHAUST HOODS (IF APPLICABLE) KES KEI 1-3. 6, 22, 27 BLACK IRON DUCTWORK STAINLESS STEEL DUCTWORK (IF APPLICABLE) KES KEI 1-3, 6, 22 KES KEI 1-3. 6, 22 ALUMINUM DUCTWORK (IF APPLICABLE) KES KEI 1-3, 6, 22 UL LISTED DUCT WRAP MC MC 1-3, 6, 22 FIRE -RATED DUCT ENCLOSURE (IF APPLICABLE) GC _GC _ MC 1-3. 6, 20, 22 EXHAUST FANS MCD CP 1-3, 6, 17, 22 ROOF CURBS MCD CP MC 1-3. 6, 20, 22 CURB EXTENSIONS MC MC 1-3, 6, 22 _CONTROLS (WHERE APPLICABLE) EC EC EC 1-3, 6, 22, 24 POWER WIRING _ EC EC EC 1-3, 6, 22, 24 FIRE SUPPRESSION SYSTEM KES KES KES 1-3, 16, 22, 27 KITCHEN EQUIPMENT COOLER/FREEZER KES GC 1-3, 27 EVAPORATOR COILS KES MC 1-3, 27 CONDENSATE PIPING PC PC PC 1-3, 23, 27 REMOTE CONDENSING UNIT (MAC) KES MC 1-3, 22, 27 ROOF CURBS MC MC 1-3, 22 REFRIGERANT PIPING KES MC MC _ 1-3, 22, 27 POWER WIRING EC EC EC 1-3, 22, 24, 27 CONTROL WIRING EC EC EC 1-3, 24, 27 PIPE PORTALS MC MC 1-3, 22 ICE MACHINES KES KEI 1-3. 27 WATER SUPPLY PIPING KES KEI BSI 1-3. 27 REMOTE CONDENSING UNITS KES MC 1-3, 22, 27 ROOF CURBS MC MC 1-3, 22, 27 _ REFRIGERANT PIPING KES MC MC 1-3. 22. 27 POWER WIRING EC EC EC 1-3. 22, 24, 27 CONTROL WIRING KES EC EC 1-3, 24, 27 PIEE PORTALS MC MC 1-3, 22 -GRILLS _ KES KES 1-3. 27 GAS PIPING (NOT APPLICABLE) PC PC PC 1-3, 23, 27 POWER WIRING EC EC EC 1-3, 24, 27 CONTROL CABLE (6' CLAMSHELL ONLY) FRYERS MC KES EC EC 1-3, 23, 24, 27 KES 1-3. 27 GAS PIPING (NOT APPLICABLE) PC PC PC 1-3, 23, 27 POWER WIRING EC EC EC 1-3. 24, 27 3-COMPARTMENT SINK KES KES 1-3. 12, 27 FAUCETS AND PRE -RINSE SPRAYER KES KES _ 1-3, 27 WATER SUPPLY PIPING PC PC PC 1-3. 23, 27 SANITARY DRAIN PIPING PC PC PC 1-3, 23, 27 HAND SINKS MCD CP PC 1-3. 2_3, 27 FAUCET MCD CP PC _ 1-3, 23, 27 WATER SUPPLY PIPING PC PC PC 1-3. 23, 27 SANITARY DRAIN PIPING PC PC PC 1-3. 23, 27 VEGETABLE SINK_ KES KES 1-3, 23, 27 _ FAUCET KES KES _ 1-3, 23, 27 WATER SUPPLY PIPING PC PC PC 1-3, 23, 27 SANITARY DRAIN PIPING PC PC PC 1-3, 23, 27 WASHING MACHINE KES KES 1-3, 23, 27 WATER SUPPLY PIPING PC PC PC 1-3, 23, 27 SANITARY DRAIN PIPING PC PC PC 1-3, 23, 27 WARE WASHER KES KES 1-3, 23, 27 WATER SUPPLY PIPING PC PC PC 1-3, 23, 27 SANITARY DRAIN PIPING PC PC PC 1-3, 23, 27 MISCELLANEOUS ITEMS FIRE SPINKLER SYSTEMS FPC FPC FPC 1-3, 15, 25 HVAC EQUIPMENT START-UP MC 1-3, 22 TEST, ADJUST AND BALANCE HVAC SYSTEMS TAB _ 1-3. 22 DOOR GRILLES (IF APPLICABLE) MC GC 1-3. 20, 22 ROOF/WALL OPENINGS GC 1-3, 20-24 APPLIANCE BACKFLOW PREVENTION KES/BSI PC PC 1-3, 23, 27 CO2 DETECTION SYSTEM KES/BSI EC/BSI EC/BSI 1-3, 22, 27 LE NOTES: 1. THIS SCHEDULE IS INTENDED AS A GUIDE FOR THE WORK TO BE PERFORMED. ALL WORK SHALL BE COORDINATED BETWEEN THE McDONALD'S AREA CONSTRUCTION MANAGER AND ALL GC AND 0/0 SUBCONTRACTORS. 2. ONE (1) COPY OF THE DECOR PACKAGE DRAWINGS SHALL BE SUPPLIED TO THE GENERAL CONTRACTOR AND EACH OF THE SUBCONTRACTORS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS TO INSURE THAT THEY HAVE RECEIVED THE DECOR PACKAGE DRAWINGS. 3. FOR ANY WORK NOT CLARIFIED IN THIS SCHEDULE OR IN THE NOTES AND SPECIFICATIONS, PLEASE CONSULT THE McDONALD'S CONSTRUCTION MANAGER FOR SCOPE OF WORK. 4. ALL ROOFTOP UNIT EQUIPMENT SUPPLIED BY THE MECHANICAL CONTRACTOR AND THE KITCHEN EQUIPMENT SUPPLIER SHALL BE ON SITE AT THE SAME TIME FOR A SINGLE CRANE LIFT. EQUIPMENT SITE ARRIVAL DATE SHALL BE COORDINATED BETWEEN THE CONSTRUCTION MANAGER, MECHANICAL CONTRACTOR AND KITCHEN EQUIPMENT SUPPLIER. 5. ALL ROOFTOP UNITS INSTALLED IN McDONALD'S RESTAURANTS SHALL BE HIGH EFFICIENCY EQUIPMENT. THE INSTALLATION OF STANDARD EFFICIENCY ROOFTOP UNITS IS PROHIBITED. 6. ALL KITCHEN EQUIPMENT REQUIRING EXHAUST SHALL BE INSTALLED IN ACCORDANCE WITH THESE PLANS. ANY VARIATION FROM THESE PLANS SHALL BE REPORTED TO THE CONSTRUCTION MANAGER AND THE ENGINEER -OF -RECORD. 7. WHERE GYPSUM BOARD CEILINGS ARE INSTALLED, THE MECHANICAL CONTRACTOR SHALL SUPPLY DRYWALL MOUNTING FRAMES FOR LAY -IN TYPE DIFFUSERS. S. ALL WORK SHOWN ON P1.6 DRAWING(S) SHALL BE COMPLETED BY THE BEVERAGE SYSTEM INSTALLER (OR K.E.S.) UNLESS OTHERWISE NOTED IN THE PLUMBING DRAWINGS. 9. ALL WORK ON P1.0 & P1.2 DRAWING(S) SHALL BE BY THE PLUMBING CONTRACTOR. 10. THE BEVERAGE SYSTEM INSTALLER FURNISHES, RUNS AND CONNECTS ALL FLEXIBLE WATER AND SYRUP LINES FOR ALL AFFECTED EQUIPMENT INCLUDING THE FOLLOWING: A. HOT CHOCOLATE B. COFFEE BREWER C. ICE MACHINE D. O.J. E. SODA TOWERS 11. ALL WATER HEATERS INSTALLED IN McDONALD'S RESTAURANTS SHALL BE HIGH EFFICIENCY SEALED -COMBUSTION WATER HEATERS. THE INSTALLATION OF STANDARD EFFICIENCY GRAVITY -VENTED WATER HEATERS IS PROHIBITED. 12. THE CONSTRUCTION MANAGER, PLUMBING CONTRACTOR AND KITCHEN EQUIPMENT SUPPLIER SHALL COORDINATE WHICH SOILED DISHWASHER (3-COMPARTMENT SINK) IS BEING INSTALLED IN THE RESTAURANT. 13. ALL GAS PIPING FOR COOKING EQUIPMENT SHALL TERMINATE IN THE CEILING PRIOR TO THE INSTALLATION OF THE PIPING CHASE. UPON INSTALLATION OF THE CHASE, THE GAS PIPING SHALL THEN BE CONTINUED IN THE CHASE FOR FINAL CONNECTION TO THE APPLIANCE. 14. ALL GAS PIPING FOR ROOFTOP EQUIPMENT SHALL BE BROUGHT UP THROUGH THE BASE OF THE UNIT TO MINIMIZE ROOF PENETRATIONS. WHERE THIS IS NOT POSSIBLE, THE PLUMBING CONTRACTOR SHALL PROVIDE THE NECESSARY PIPE PORTALS ON ROOF. 15. ALL FIRE PROTECTION DRAWINGS CONTAINED WITHIN THIS SET ARE STRICTLY FOR REFERENCE ONLY. FIRE SPRINKLER DRAWINGS SHALL BE DESIGNED AND PERMITTED BY A FIRE PROTECTION CONTRACTOR. 16. ALL R-102 WET CHEMICAL FIRE SUPPRESSION SYSTEMS FOR TYPE I HOODS SHALL BE DESIGNED AND INSTALLED BY A LOCAL ANSUL AGENT. THE USE OF DRY CHEMICAL SYSTEMS IS PROHIBITED. THE LOCAL ANSUL AGENT CONTRACT IS HANDLED THROUGH THE KITCHEN EQUIPMENT SUPPLIER. 17. ALL ROOFTOP UNITS AND EXHAUST FANS ARE SUPPLIED WITH A FACTORY -INSTALLED DISCONNECT SWITCH. 18. ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHES FOR REMOTE CONDENSING UNITS. 19. ALL ELECTRICAL CONDUITS FOR ROOFTOP EQUIPMENT SHALL BE BROUGHT UP THROUGH THE BASE OF THE UNIT TO MINIMIZE ROOF PENETRATIONS. WHERE THIS IS NOT POSSIBLE, THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE NECESSARY PIPE PORTALS ON ROOF. - 20. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 21. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 22. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 23. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 24. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 25. SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION. 26. SEE FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION. 27. SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION. 28. SEE DECOR DRAWINGS FOR ADDITIONAL INFORMATION. EXPANSION TANK SCHEDULE TAG MANUFACTURER MODEL TOTAL VOL. CONNECTION ACCESSORIES ET-1 AMTROL ST-12 4.4 GAL. �4" - NOTES: 1. SEE DETAIL 6 ON DRAWING P3.0 TAG MANUFACTURER P-1 GRUNDFOS ACCESSORIES: 1. TIMECLOCK 2. AQUASTAT 3. CHECK VALVE BACKFLOW PREVENTER SCHEDULE TYPE MFR. MODEL ASSE LISTING SERVES LOCATION AG FURN. WITH CHEM. SYS. 10558 CHEMICAL SYSTEM DIN. RM.-MOP SINK AG URN. WITH CHEM. SYS. 1055B CHEMICAL SYSTEM KITCHEN -MOP SINK AVB URN. WITH CHEM. SYS. 1001 CHEMICAL SYSTEM SUPP. RM.-3-COMP AVB FURN. WITH FAUCET - MOP SINK FAUCET SEE DRAWINGS VB FURN. WITH HB 1011 WALL HYDRANT SEE DRAWINGS DCV FURN. WITH HB 1052 YARD HYDRANT TRASH CORRAL DCV FURN. WITH HB 1052 ROOF HYDRANT ROOF DCV WATTS SD-3 1022 SODA TOWERS AND SPEC. COFFEE RPZ WILKINS 375XL-SXL-AG 1013 INCOMING WATER SUPPORT ROOM RPZ I WILKINS 375XL-AG 1013 FILTRATION SYSTEM SUPPORT ROOM WATER HEATER SCHEDULE RECOV. SIZE HEATING 100OF AT ELECTRICAL TAG MANUFACTURER MODEL GAL. TYPE KW GPH VOLTS 0 Hz F.L.A. BRADFORD-WHITE CEHD120(A)54-3*CF 119 223 WH-1 ELEC. 54 208 3 60 150 RHEEM ES120-54-G 120 223 ACCESSORIES: 1. NSF INSTALLATION KIT VALVE SCHEDULE MANUFACTURER MODEL TEMP. SETTING LISTING SERVES WATTS LFMMV 1107 ASSE 1017,1069,1070 CHEMICAL SYSTEM MIXING WATTS ZURN LFMMV ZW3870XLT 104'F 1047 ASSE 1017,1069,1070 LAYS & HAND SINKS MIXING WATTS LFUSG-B 114'F ASSE 1016, 1070 VEGETABLE PREP. SINK MIXING B & G CB-1/2 - - RECIRC. SYSTEM BALANCING VALVE NIBCO 585-70-HC - - CHEMICAL SYSTEM SHUT-OFF NIBCO S-FP-60OA-LF - - RESTROOM SHUT-OFF NIBCO S-FP-60OA-LF - - COMBI OVEN WATER SHUT OFF WATTS LFFBV-PEX - - COMBI OVEN RO WATER SHUT OFF INTERCEPTOR SCHEDULE TAG DESCRIPTION MANUFACTURER MODEL ACCESSORIES NOTES GI-1 EXTERIOR GREASE INTERCEPTOR SCHIER GB-500 6" INLET, 6" OUTLET, 1-3 SCHIER SV10 SAMPLE PORT NOTES: 1. SEE GREASE INTERCEPTOR NOTES ON DRAWING P4.0 2. GREASE INTERCEPTOR IS SIZED FOR CITY SEWER APPLICATIONS ONLY. DO NOT USE FOR SEPTIC FIELDS. 3. INTERIOR OF PRECAST CONCRETE SHALL BE COATED WITH TWO (2) LAYERS OF NOVOLAC EPDXY PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION MANUFACTURER MODEL WATER USE ACCESSORIES/COMMENTS TOTO TS2B51 E#CP 0.5 GPM FAUCET OPERATION: SENSOR F-1 FAUCET FOR LAV-1 AND LAV-2 ZURN Z6950-XL-S-N-10S 0.08 GAL/1 SEC CYCLE) ZURN Z843M4 FAUCET OPERATION: MANUAL 5' VINYL HOSE F-2 FAUCET FOR MS-1 SEE DETAIL 2 ON DRAWING P3.0 WALL HOOK ZURN Z1400-SZ SEE DRAWINGS FOR PIPE SIZES FCO 6x6 FLOOR CLEAN OUT JAY R. SMITH 4040 SEE NOTE 8 ZURN Z415-SZ-OF PIPE SIZE: 3" FUNNEL: ZURN Z329 FD-1 6x6 FLOOR DRAIN WITH FUNNEL JAY R. SMITH 3510-F25 STRAINER SIZE: 6" NICKEL BRONZE SEE NOTE 8 ZURN Z415-SZ PIPE SIZE: 3" FUNNEL: NONE FD-2 6x6 FLOOR DRAIN JAY R. SMITH 2O05 STRAINER SIZE: 6" NICKEL BRONZE SEE NOTE 8 ZURN ZN1901 PIPE SIZE: 3" GRATE: HALF - NICKEL -BRONZE FS-1 12x12 FLOOR SINK WITH HALF -GRATE JAY R. SMITH 3435 DOME STRAINER: ALUMINUM SEE NOTE 8 ZURN ZN1910 PIPE SIZE: 3" GRATE: HALF - NICKEL -BRONZE FS-2 8x8 FLOOR SINK WITH HALF -GRATE JAY R. SMITH 3415 DOME STRAINER: ALUMINUM SEE NOTE 8 ZURN ZN1910 PIPE SIZE: 3" GRATE: FULL - NICKEL -BRONZE FS-3 8x8 FLOOR SINK JAY R. SMITH 3415 DOME STRAINER: ALUMINUM SEE NOTE 8 WOODFORD B65 WALL CLAMP: ADJUSTABLE SEE NOTE 3 HB-1 WALL HYDRANT ZURN Z1320-EZ WALL THICKNESS: M/S = RV2" JAY R. SMITH 5519 W/W - 13%" HB-2 YARD HYDRANT WOODFORD S4H SEE NOTES 4 & 9 HB-3 ROOF HYDRANT WOODFORD RHY2-MS SEE NOTE 5 HS-1 STAINLESS STEEL HAND SINK ADVANCE TABCO 7-PS-61 FAUCET: INCLUDED WITH SINK SEE NOTES 6 & 10______ HS-2 STAINLESS STEEL HAND SINK - ADA _ ADVANCE TABCO 7-PS-26 ' FAUCET: INCLUDED WITH SINK SEE NOTES 6 & 10 HS-3 STAINLESS STEEL HAND SINK - SPACESAVER ADVANCE TABCO 7-PS-22 FAUCET: INCLUDED WITH SINK SEE NOTES 6 & 10 KOHLER K-2882-0 FAUCET: F-1 SEE NOTE 10 LAV-1 LAVATORY TOTO LT191G#01 TRUEBRO LAVGUARD2 MODEL #102-E-Z SEE DETAIL 3 ON P3.0 CORIAN COUNTER BY G.C. KOHLER K-2084 FAUCET: F-1 SEE NOTE 10 LAV-2 LAVATORY TRUEBRO LAVGUARD2 MODEL #102-E-Z SEE DETAIL 3 ON P3.0 CORIAN COUNTER BY G.C. FIELD FABRICATED RECESSED - FLOOR FAUCET: F-2 MS-1 MOP SINK (24x24x12) INCLUDES HOSE, HOSE BRACKET AND TWO (2) 24"Wx36"H WALL GUARDS ADVANCE TABCO 9-OP-24FM SEE DETAIL 2 ON P3.0 CLASS A STAINLESS STEEL MESH SCREEN GRATE. NO -HUB BOTTOM _ ZURN Z886-SMG TD-1 TRENCH DRAIN OUTLET. BOTTOM DOME STRAINER. CLOSED END CAP TOTO UT445U#O1 FLUSH VALVE: TOTO TEU1UA12#CP FLUSH VALVE OPERATION: SENSOR UR-1 ADA WALL -HUNG URINAL ZURN Z5755 0.125 GPF ZURN ZTR6203-ULF-LL SEE NOTE 2 I.P.S., 1" TOP SPUD - --- --- — — -- -- SIOUX CHIEF -- -- 696-2313 HAMMER ARRESTERS INCLUDED WITH BOX SEE NOTE 7 WB-1 WALL BOX FOR WASHING MACHINE SIOUX CHIEF 696-1011 HAMMER ARRESTER INCLUDED WITH BOX SEE NOTE 7 WB-2 WALL BOX FOR WAREWASHER MOUNTING HEIGHT: 12" A.F.F. TOTO CT705EN#01 FLUSH VALVE: TOTO TETILA32#CP FLUSH VALVE OPERATION: SENSOR WC-1 WATER CLOSET ZURN Z5655 1.28 GPF ZURN ZTR6200EV-LL SEAT: BEMIS MODEL 2155CT 1" I.P.S., IX" TOP SPUD TOTO CT705ELN#01 FLUSH VALVE: TOTO TETILA32#CP FLUSH VALVE OPERATION: SENSOR WC-2 ADA WATER CLOSET ZURN Z5665 1.28 GPF ZURN ZTR6200EV-CC-LL SEAT: BEMIS MODEL 2155CT _ 1" I.P.S., lh" TOP SPUD - SOILED DISHTABLE (3-COMPARTMENT SINK) - - ITEM: 151.46 SEE NOTE 7 - VEGETABLE PREPARATION SINK - - ITEM: 134.02 SEE NOTE 7 OSR TSC WITH VAPOR ITEM: 152.05 SEE NOTE 7 - WAREWASHER ECOLAB VENT HOOD WALL BOX: WB-2 ITEM: 223.07 SEE NOTE 7 - WASHING MACHINE - _ WALL BOX: WB-1 ROOF DRAINS AND ACCESSORIES RD-1 SEE DRAWINGS FOR PIPE SIZES SEE NOTE 8 THRU COMBINATION MAIN ROOF AND OVERFLOW DRAIN ZURN Z165 ROOF OPENING: 30"xl4" RD-4 ZURN Z199-SS SEE DRAWINGS FOR PIPE SIZES SEE NOTE 8 DC-1 OVERFLOW DOWNSPOUT COVER BIRD SCREEN JAY R. SMITH 1770-BS TO ORDER PLUMBING FIXTURES, NOTES. CONTACT HUGHES SUPPLY: 1. SEE McDONALD'S PROJECT MANUAL FOR ADDITIONAL MANUFACTURERS DIRECT LINE: (407) 244-7918 OR 2. PLUMBING CONTRACTOR SHALL COORDINATE WITH G.C. TO PROVIDE BLOCKING FOR PROPER URINAL SUPPORT E-MAIL: MCDCOORDOHAJOCA.COM 3. PLUMBING CONTRACTOR SHALL COORDINATE WITH G.C. TO PROVIDE INTERIOR BLOCKING ON W/W BUILDING FOR WALL CLAMP 4. YARD HYDRANT IS FOR TRASH CORRAL - SEE SITE PLAN FOR LOCATION 5. PLUMBING CONTRACTOR SHALL ROUTE %" DRAIN PIPE FROM HOSE BIBB TO NEAREST FLOOR DRAIN OR FLOOR SINK 6. PLUMBING CONTRACTOR SHALL COORDINATE WITH G.C. TO PROVIDE BLOCKING FOR PROPER SINK SUPPORT 7. SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION - PLUMBING CONTRACTOR SHALL COORDINATE INSTALLATION WITH K.E.S. 8. PLUMBING CONTRACTOR SHALL SPECIFY CONNECTION MATERIAL/TYPE WHEN ORDERING 9. PLUMBING CONTRACTOR SHALL SPECIFY BURY DEPTH WHEN ORDERING 10. PLUMBING CONTRACTOR SHALL PROVIDE GRID DRAIN, P-TRAP AND VALVE STOPS FOR ALL SINKS & LAVS z O U Ln Li 0 w 0 w JOSEP % ��0•. STATE OF •'�� O R 10 -'; S'1ONALE \�� THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08/11 /2023 DATE W v ul in c �o ti a w N uj o �Z t m� Q N m u a W M J r ® , w '1'J z -j w tii i u 44 1A O CL r- w a O U N ❑ ❑ N N ao`aa�oo v❑c �. Q` ❑ o o��(u �yo g� cu � .V V C N V "' N d� •..' N N O E d //1 c ❑1°aS'a op03"°°` C ° ❑ V ® U C - " C L O V L✓ N p VU 0 0 C O ,L s ' ❑ /� V i C C w 0.7'-F fA !!1 p U C' ❑ O O � ❑ O +• :E ❑ N 47 U C L ❑ / C U -C N ` U CO O J C N O y w� cu v U❑ o O U au°i E o,r i 7 f) = O U ❑ Qp N U ° n. o v' U C L 0 71 p -p °a cmai+� ; O O c 0— 3 ° o n 0 v 3 p W-0 a>�°� c Naoj�N0o Z O- L O O L N L F— ❑_ - c - U) a 9 cD m ® N d F p O Y 0 O N N On N o N W h o _ = O ^� N m 0 0 m 3 c� w z p on z � C'a Q Z I o i 0 o N s — ON c,Qc�� 0 -A U I� 04 � O w 0 NSN#: 40871 0 z P4o m SCHEDULES THE PURPOSE OF THIS SHEET IS TO PROVIDE A CHECKLIST AND VISUAL GUIDE SO THE INSTALLING EC CAN VERIFY THE WORK IS IN COMPLIANCE WITH MCDONALD'S SPECIFICATIONS THAT ARE CRITICAL TO THE PROPER FUNCTIONING OF OUR POINT OF SALE (POS) COMPUTER SYSTEMS. START HERE CEILING CEILING CEILING 225.03 E3 , , I 219.05 E6 Q 215.04 E4 216.00 E13 215.04 E5 COD , , 219.00 E7 701.22 E1 „ © -© L© © -- --� -- © --� KIOSK MANAGER'S TvsS ABOVE KITCHEN PREP LINE ABOVE OAT TABLE OFFICE c - - ° A � 0 216.00 E7::1 ELECTRICAL PANEL THAT POWERS POS 216.00 E7 0 0 LE BRANCH CIRCUITS (TYPICALLY PANEL CP) 219.05E - - 0 THESE ITEMS DINING c I a 215.02 E1 o ARE POWERED E3 ,© 217.19 E1 6 BY THE OUTSIDE BLDG, BY ' © ' 217.14 E1 , (2 a , 215.02 El RECEPTACLE 219.00 E10 MENU BD 0 © CHASE Q Q tp 217.03 E4 217.14 E1 , , 214.02 E5 THESE ITEMS ARE 217.26 E1 © © 219.05 E2 #009.16E1 , , r © POWERED BY THE m mp p p ©� 213.00 E8 RECEPTACLE CHASE©©a 220.00 E1 a 0 0 m 214.02 E1 #009.15E1 PRESENTER'S 215.00 E1 0 C 214.02 E2 BOOTH © 216.06 ORDER /ccLOSET OMPUTER 214.02 E3 - - - - - - - - BOOTH 214.02 E4 FRONT COUNTER AREA SEE CHECK LIST ON THIS SHEET-/ (TYPICAL) POS ELECTRICAL RISER DIAGRAM THIS RISER DIAGRAM SHOWS THE ELECTRICAL ROUGH -INS REQUIRED FOR A TYPICAL POINT OF SALE (POS) SYSTEM IN A FREE STANDING FAST FORWARD RESTAURANT. VERIFY ALL POS ROUGH -INS AND MOUNTING HEIGHTS WITH THE ELECTRICAL ROUGH -IN PLAN, NOTES AND INFORMATION DRAWINGS. LOW VOLTAGE CABLE MANAGEMENT SPECIFICATION GENERAL/MATERIALS 1. THE GC OR EC SHALL FURNISH AND INSTALL A COMPLETE LOW VOLTAGE CABLE MANAGEMENT SYSTEM UTILIZING CADDY-ERICO TYPE CAT-32 J-HOOK SUPPORTS (2-INCH DIAMETER LOOP MINIMUM). ALL J-HOOKS SHALL; - HAVE A MINIMUM BEARING SURFACE OF 16", - HAVE FLARED EDGES TO PREVENT DAMAGE TO HIGH PERFORMANCE CABLES, - HAVE AN ELECTRO-GALVANIZED FINISH, - HAVE 3/8" WIDE CABLE RETAINING STRAPS, - BE UL LISTED AND LABELED, - BEAR THE UL SYMBOL MARKING ON THE PART FOR IDENTIFICATION - BE INSTALLED PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 2. THE ENTIRE INSTALLATION SHALL BE IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE (NEC), NEC SECTION 800, BICSI STANDARDS 568 & 569, ALL APPLICABLE NATIONAL, STATE, LOCAL, AND SAFETY CODES, AND McDONALD'S SPECIFICATIONS. INSTALLATION 1. LOW VOLTAGE J-HOOK CABLE PATHWAY (FOR POS CABLING SYSTEM) SHALL BE PROVIDED FROM THE MANAGERS OFFICE (OR COMPUTER CLOSET) DATA CONDUIT STUB -UP LOCATION TO THE FOLLOWING DATA CONDUIT STUB -UP LOCATIONS (AS APPLICABLE): - FRONT COUNTER. - PRESENTERS BOOTH. - CASHIERS BOOTH. - THIRD DRIVE-THRU WINDOW(IF PRESENT). - CREW ROOM. - VALENCE WALL. - REMOTE ORDERING STATIONS. - NETPOP TELEPHONE PANEL LOCATION. - KIOSK - DIGITAL MERCHANDISER CABLE SUPPORTS SHALL BE PROVIDED WITHIN 24 INCHES OF THESE STUB -UP LOCATIONS. ALL STUB -UP CONDUITS SHALL BE PROVIDED WITH AN INSULATED BUSHING TO PROTECT CABLES DURING INSTALLATION. ELECTRICAL POS CERTIFICATION 2. THE LOCATION AND ROUTING OF THE LOW VOLTAGE CABLE MANAGEMENT SYSTEM SHALL BE COORDINATED WITH ALL OTHER CONSTRUCTION TRADES PRIOR TO INSTALLATION TO AVOID CONFLICTS WITH THE OTHER TRADES FINAL INSTALLATIONS, BOTH BEFORE AND AFTER THE CABLE MANAGEMENT SYSTEM AND THE POS CABLING ARE INSTALLED. FINAL INSTALLATION LOCATION SHALL BE READILY ACCESSIBLE TO ALLOW FOR EASE IN INSTALLATION OF THE POS CABLING BY THE POS VENDOR'S INSTALLER. 3. LOW VOLTAGE J-HOOK CABLE SUPPORTS AND APPURTENANCES SHALL BE FASTENED TO THE BUILDING STRUCTURAL AND/OR FRAMING MEMBERS. LOW VOLTAGE J-HOOK CABLE SUPPORTS SHALL NOT BE FASTENED OR UTILIZE THE CEILING GRID SUSPENSION WIRES OR T-BAR GRID FOR INSTALLATION. CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACKETS, HANGERS, RODS, CLAMPS, FLANGES, SUPPORTS, ETC. FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. THE INSTALLATION OF THE LOW -VOLTAGE CABLE MANAGEMENT SYSTEM SHALL BE DONE SO THAT THE ROUTING OF THE CABLES IS PARALLEL TO AND/OR PERPENDICULAR TO FRAMING AND STRUCTURAL BUILDING MEMBERS. 4. LOW VOLTAGE J-HOOK CABLE SUPPORTS SHALL BE INSTALLED A MAXIMUM OF 36 INCHES APART. AT TRANSITION LOCATIONS, THE CONTRACTOR SHALL PROVIDE ADDITIONAL J-HOOKS TO ALLOW FOR A MINIMUM ONE -FOOT RADIUS BEND AND FOR ADDITIONAL CABLE SUPPORT AT THESE TRANSITION POINTS. 5. TO AVOID ELECTROMAGNETIC INTERFERENCE (EMI), ALL PATHWAYS SHALL PROVIDE A MINIMUM CLEARANCE OF 4 FEET (1.2 METERS) FROM MOTORS AND TRANSFORMERS AND A MINIMUM CLEARANCE OF 1 FOOT (0.3 METERS) FROM CONDUIT AND CABLES UTILIZED FOR ELECTRICAL POWER DISTRIBUTION, AND OTHER NON-POS LOW VOLTAGE CONDUCTORS. 6. ANY CEILING TILES IN THE AREA WHERE THE LOW -VOLTAGE CABLE MANAGEMENT SYSTEM IS LOCATED SHALL NOT BE INSTALLED UNTIL THE POS VENDOR'S CONTRACTOR COMPLETES THE INSTALLATION OF ALL POS CABLING. 7, ALL NON-POS LOW VOLTAGE CABLING SHALL BE INSTALLED IN A SEPARATE CABLE MANAGEMENT SYSTEM INDEPENDENT OF THE LOW -VOLTAGE CABLE MANAGEMENT SYSTEM UTILIZED FOR THE POS CABLING. 8, THE POS INSTALLER SHALL BE RESPONSIBLE TO FURNISH AND INSTALL ALL LOW VOLTAGE CABLING REQUIRED FOR THE COMPLETE AND FULLY FUNCTIONAL OPERATION OF THE POS SYSTEM. ALL POS CABLING SHALL BE INSTALLED WITHIN THE LOW -VOLTAGE CABLE MANAGEMENT SYSTEM. AS OF THE DATE BELOW, I HEREBY CERTIFY THAT ALL ELECTRICAL WORK, ELECTRICAL SERVICE AND ELECTRICAL SYSTEMS, MATERIALS AND LABOR RELATED TO THE POS ELECTRICAL INSTALLATION IN WHICH THE UNDERSIGNED ARE DIRECTLY OR INDIRECTLY RESPONSIBLE HAVE BEEN PROPERLY INSTALLED IN FULL COMPLIANCE WITH ALL CONSTRUCTION DOCUMENTS AND ALL NFPA, BUILDING, ELECTRICAL AND OTHER APPLICABLE CODES, ALONG WITH ALL OF THE REQUIREMENTS OUTLINED ON THIS DRAWING. I FURTHER CERTIFY THAT THE ELECTRIC SERVICE POWERING THE POS SYSTEM HAS BEEN PROPERLY INSTALLED BY A QUALIFIED ELECTRICIAN. SKILLED, KNOWLEDGEABLE AND TRAINED TO INSTALL ALL THE REQUIRED ELECTRICAL DISTRIBUTION COMPONENTS NECESSARY TO POWER THE POINT OF SALE (POS) SYSTEM. GENERAL CONTRACTOR: ELECTRICAL CONTRACTOR: BY: BY: DATE: DATE: ISOLATED GROUND SYMBOLS SYMBOL DESCRIPTION IG4710 r. © IG4700A IG5261 IG5262 ALL WORK IS NOT CONSIDERED TO MEET MCDONALD'S SPECIFICATIONS UNTIL THE INSTALLED ELECTRICAL SYSTEM SUPPORTS A "YES" ANSWER FOR ALL QUESTIONS ASKED. AS PART OF THIS PROCESS, THE EC AND THE GC WILL BE REQUIRED TO SIGN THE ELECTRICAL CERTIFICATION DOCUMENT INDICATING THAT THE INSTALLED ELECTRICAL SYSTEM MEETS MCDONALD'S SPECIFICATIONS. NOTICE: CHANGES SHALL NOT BE MADE TO THE POS ELECTRICAL SYSTEM AFTER THE POS EQUIPMENT HAS BEEN INSTALLED WITHOUT FIRST NOTIFYING THE POS VENDOR. IF CHANGES ARE MADE TO THE POS ELECTRICAL SYSTEM AFTER THE CERTIFICATION PROCESS HAS BEEN COMPLETED, THEN A SYSTEM RE -CERTIFICATION SHALL BE REQUIRED. YES REWORK ELECTRICAL SYSTEM TO BRING INTO COMPLIANCE WITH MCDONALD'S SPECIFICATIONS NO ARE ALL' BOXES CHECKED "YES"? FINISHED VISUALLY INSPECT THE MAIN ELECTRICAL PANEL (MDP) z o a 'ES NO N/A v w ❑ ❑ ❑ 1. IS AN EQUIPMENT GROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY CONNECTED TO THE PANEL? o ❑ ❑ ❑ 2. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? ❑ ❑ ❑ 3. DO ALL EQUIPMENT GROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT GROUND BAR? ❑ ❑ ❑ 4. DOES THE ISOLATED GROUND CONDUCTOR (GREEN W/YELLOW STRIPE) TERMINATE ON THE EQUIPMENT GROUND BAR? ❑ ❑ ❑ 5 IS THEREPERIATE ELECTRICAL CONNECTION (BOND) BETWEEN THE NEUTRAL BAR AND THE EQUIP❑ NTAN GROUND AR? ❑ ❑ 6. DOES THE GROUNDING SYSTEM COMPLY WITH MCDONALD'S "BUILDING ELECTRICAL GROUNDING DETAIL"? ❑ ❑ ❑ 7. IS A SURGE PROTECTOR INSTALLED THAT COMPLIES WITH MCDONALD'S "TVSS INSTALLATION GUIDE" OR DETAIL? ❑ ❑ ❑ 8. ARE ALL ELECTRICAL CONNECTIONS (WIRING & BUSING) PROPERLY TIGHTENED? i �� 9. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? ��1,11T O No 89126 STATE OF 4'�F'•<OR1O!:-•'-��`�` ❑a VISUALLY INSPECT THE PANEL "CP" THAT POWERS POS 'ONA' DES NO N/A ❑ ❑ ❑ 1. IS AN EQUIPMENT GROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY CONNECTED TO THE PANEL? 2023.08.11 11:50:47-04'00' ❑ ❑ ❑ 2. IS AN ISOLATED GROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY KWLATED FROM THE THIS DOCUMENT HAS PANEL? BEEN DIGITALLY SIGNED AND ❑ ❑ ❑ 3. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? COPIESE 0 T HERINTED NT ARE NOT DOCUMENT ❑ ❑ ❑ 4. DO ALL EQUIPMENT GROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT GROUND BAR? CONSIDERED SIGNED AND ❑ ❑ ❑ 5. DO ALL ISOLATED GROUND CONDUCTORS (GREEN W/YELLOW STRIPE) TERMINATE ONLY TO SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ISOLATED GROUND BAR? ANY ELECTRONIC COPIES ❑ ❑ ❑ 6. ARE ALL ELECTRICAL CONNECTIONS (WIRING & BUSING) PROPERLY TIGHTENED? OF THE DOCUMENT 08.11.2023 ❑ ❑ ❑ 7. ARE ALL POS AND COD CIRCUIT BREAKERS ON THE SAME PANEL? DATE ❑ ❑ ❑ 8. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? w ❑ ❑ ❑ 9. DO ALL POS & COD CIRCUIT BREAKERS HAVE A LOCKING MECHANISM ON THEIR HANDLES TO PREVENT THEM FROM BEING SHUT OFF BY MISTAKE? v D ❑ ❑ ❑ 10. DOES THE FEEDER CIRCUIT FOR THIS SUBPANEL CONTAIN PHASE, NEUTRAL ONE EQUIPMENT ~ GROUND AND ONE ISOLATED GROUND CONDUCTORS THAT ARE PROPERLY TERMINATED (SEE Q N o POS & COD ISO GND/DED CKT DETAIL)? w Cl N U. Q � �►- v o M VISUALLY INSPECT ALL REMAINING ELECTRICAL SUBPANELS ono -.I� u TES NO N/A W00 Zww � ZQ w Z ❑ ❑ ❑ 1. IS AN EQUIPMENT GROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY CONNECTED TO THE PANEL? a 3 2. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? a w a ❑ ❑ ❑ 3. DO ALL EQUIPMENT GROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT GROUND BAR? o ❑ ❑ ❑ 4. ARE ALL ELECTRICAL CONNECTIONS (WIRING & BUSING) PROPERLY TIGHTENED? o o ° 42 o 0 c aao w -3=3 ❑ ❑ ❑ 5. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? a o a o °32 o ❑ ❑ ❑ 6. DOES THE FEEDER CIRCUIT FOR THIS SUBPANEL CONTAIN PHASE, NEUTRAL AND ONE EQUIPMENT 0 •p °Lo aiovc J o 1 3 'o GROUND CONDUCTORS THAT ARE PROPERLY TERMINATED? (SEE BUILDING ELECTRICAL GROUNDING DETAIL) y a y a U C • +�+ N w 0)E`er-0 OW :2-ospco+a c cv 3 p d = ® pzc`Oco 0 ❑c VISUALLY INSPECT THE POS BRANCH CIRCUITS 0.N - C c ,r " a p ° colt 8 � �� c r p C U p y 0 TES NO N/A �, ° N 0 0:F 0 ❑ ❑ ❑ 1. ARE THE POS BRANCH CIRCUITS ROUTED IN THEIR OWN CONDUIT BY THEMSELVES? o J c LO o o ❑ ❑ ❑ 2. IF THE POS BRANCH CIRCUIT IS ROUTED ABOVE GRADE, IS IT IN A METALLIC CONDUIT? co°'-0°'0o c i o • � v 8 � ,0 ❑ ❑ ❑ 3. DOES EACH POS BRANCH CIRCUIT CONTAIN: ONE PHASE (BLACK COLORED INSULATION) ONE NEUTRAL (WHITE a N N _ 0 y v o ° 8 - a COLORED INSULATION) ONE EQUIPMENT GROUND (GREEN COLORED INSULATION) ONE ISOLATED GROUND (GREEN W/YELLOW STRIPE COLORED INSULATION). („) t o H o Q 4. DO ALL POS BRANCH CIRCUITS TERMINATE AT EITHER AN IG4700, IG4710, IG5261, IG5262 RECEPTACLES OR Umio000 c _ a IS' a ❑ ❑ ❑ ° ; ° ° ANY COMBINATION OF THESE? ° o w I--] ❑ [_1 5. ARE ALL ELECTRICAL TERMINATIONS TO IG RECEPTACLES MADE WITH SOLID #12 AWG WIRE CAPTURED 0 ° ° ' N `°' ° ° `J .� ° AROUND THE SCREW BARREL AND SUITABLY TIGHTENED? a ❑ ❑ ❑ 6. ARE ALL BRANCH CIRCUIT CONNECTIONS PROPERLY TIGHTENED? ❑ [_1 El 7. ARE THE CORRECT AMOUNT AND TYPE OF IG RECEPTACLES PROVIDED AS SHOWN IN THE ELECTRICAL w o M o ROUGH -IN PLAN, NOTES AND INFORMATION? in00 _ ❑ ❑ ❑ 8. DO ALL POS RECEPTACLES HAVE ORANGE "COMPUTER ONLY" COVERPLATES? N e- N = ❑ ❑ ❑ 9. DO ALL POS BRANCH CIRCUITS COMPLY WITH THE "POS & COD ISOLATED GROUND/DEDICATED CIRCUIT to N DETAIL? O CV m I 0 VISUALLY INSPECT THE POS BRANCH CIRCUIT FOR THE COD & KIOSK Z o YES NO N/A Z ❑ ❑ ❑ 1. ARE THE COD AND KIOSK BRANCH CIRCUITS ROUTED IN THEIR OWN CONDUIT BY THEMSELVES? m 3 z w 2. DOES EACH COD AND KIOSK BRANCH CIRCUIT CONTAIN; o Z �� m ❑ ❑ ❑ INSULATION), IY Q w - ONE PHASE (BLACK COLORED m ,,- - ONE NEUTRAL (WHITE COLORED INSULATION), Z z - ONE EQUIPMENT GROUND (GREEN COLORED INSULATION), I m n - ONE ISOLATED GROUND (GREEN W/YELLOW STRIPE COLORED INSULATION). ~ z o FL S ❑ 1-]0 3. ARE THE COD(S) AND KIOSK(S) POWERED FROM THE SAME PANEL AS THE POS? N [__1 El 4. DO THE BREAKERS FOR THE COD(S) AND KIOSK(S) HAVE A LOCKING MECHANISM ON THEIR HANDLES THAT N C7 00 NP7 c�� c N �c WILL PREVENT IT FROM BEING SHUT OFF? rn NSN#: 40871 ❑ ❑ ❑ 5. DO THE COD BRANCH CIRCUIT(S) COMPLY WITH THE "POS & COD ISOLATED GROUND/DEDICATED CIRCUIT DETAIL? z E1.0 , m POS RISER DIAGRAM TRASH CORRAL POWER: 3/4"C-4#10 & 1#10 GND TO A 30A-2P AND A 20A-1 P CB IN PANEL AP-2 FOR TRASH COMPACTOR AND WP GFCI DCO. PROVIDE 30A-2P NF DISCONNECT FOR TRASH COMPACTOR. VERIFY EXACT LOCATION AND ALL REQUIREMENTS OF TRASH CORRAL IN FIELD. 7 !y"+ -, 11" r ll ml SYMB(`' "k1r) ABBREVIATIONS SYMB�_ . ,CRIPTION POLE SWITCH, 3W=THREE WAY SWITCH, K=KEYED SWITCHED, ANCY SENSOR k.T _ SWITCH (T=THERMAL OVERLOADS) ❑T TRANSFORMER SYMBOL DESCRIPTION B BUZZER QB BUTTON FOR BUZZER o o PULLBOX JB WITH DUPLEX CONVENIENCE OUTLET (FLUSH WITH CEILING) PANELBOARD JB WITH SINGLE CONVENIENCE OUTLET 6O CIRCUIT BREAKER JB WITH DUPLEX CONVENIENCE OUTLET A AMPERES JB WITH TWO DUPLEX CONVENIENCE OUTLETS ® : 1TH SPECIAL PURPOSE OUTLET ® WITH ISOLATED GROUND OUTLET =IG4700A, r .=IG5262 = IG4710, :'=IG5261, �� ACM AREA CONSTRUCTION MANAGER AFF ABOVE FINISHED FLOOR C CONDUIT CCT CIRCUIT INTERCOM STATION W/ 3/4"C- TO MAIN STATION EC ELECTRICAL CONTRACTOR b TELEPHONE JACK GC GENERAL CONTRACTOR O JUNCTION BOX - WALL OR CEILING MOUNTED GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTER ❑-I DISCONNECT SWITCH GND GROUND 0 -JB UP THRU ROOF IG ISOLATED GROUND OT ...ERMOSTAT SENSOR W/ 1/2"C- UP TO CEILING SPACE JB JUNCTION BOX M MOTOR CONNECTION KES KITCHEN EQUIPMENT SUPPLIER CONDUIT RUN CONCEALED IN CEILING OR WALLS MLO MAIN LUGS ONLY CONDUIT RUN IN FLOOR SLAB WP WEATHERPROOF I iX HOT (SHORT), NEUTRAL (LONG), EQUIP GRID (LONG WITH DOT), & & X DENOTES ISOLATED GRID O CARBON MONOXIDE SENSOR &0 J-BOX WITH FINAL EQUIPMENT CONNECTION DCO DUPLEX CONVENIENCE OUTLET os CEILING MOUNTED OCCUPANCY SENSOR 1 /2"C-2#12 & 1 #12 GND AP-2:9 GFCI BKR ADT ROUGH -IN NOTES 1. COORDINATE EXACT INSTALLATION REQUIREMENTS WITH ADT PRIOR TO INSTALLATION TEL. 800-417-8238 2. EC SHALL PROVIDE A 2 GANG 3 2%2" X 3 2%2" X 3 XZ"D JUNCTION BOX AT DOOR FOR INSTALLATION OF DOOR ALARM UNIT. STUB 1 /2"C ABOVE CEILING FROM JUNCTION BOX. PROVIDE X-C FROM J-BOX TO DOOR MAGNETIC SWITCH LOCATION. 3. EC SHALL PROVIDE 4" X 4" JUNCTION BOX ABOVE CEILING FOR INSTALLATION OF LOW VOLTAGE TRANSFORMER. VERIFY EXACT LOCATION WITH ADT PRIOR TO INSTALLATION. PROVIDE Xl"C-2#12 TO LOCKOUT TYPE CB IN PANEL LP-1. GENERAL NOTES 1. SEE SHEET E3.0 FOR PANEL & CIRCUIT BREAKER ASSIGNMENT, VOLT/PH, FLA, BREAKER SIZE, COND/WIRE, RECEPTACLE TYPE, HEIGHT ABOVE FINISHED FLOOR. REQUIREMENTS & REMARKS FOR ALL ELECTRICAL EQUIPMENT. 2 SEE LOW VOLTAGE CABLE MANAGEMENT SPECIFICATION ON SHEET E1.0 FOR POS, DATA, AND SOUND SYSTEM REQUIREMENTS. 3. GC/EC SHALL COORDINATE LOCATION AND ALL REQUIREMENTS OF CT& METER CABINET WITH LOCAL UTILITY COMPANY. CT & METER CABINET SHALL NOT BE INSTALLED ON D/T SIDE OF BUILDING. GC SHALL PAINT TO MATCH BUILDING COLOR. KEY NOTES ❑TAMPER RESISTANT GFCI DUPLEX RECEPTACLE IN PUBLIC AREAS. EC SHALL PROVIDE HUBBELL GFTRST* ("*": AL=ALMOND, BK=BLACK, -BROWN, GY=GRAY, 1=IVORY, LA=LIGHT ALMOND, R=RED, W=WHITE). SPECIFIED RECEPTACLE BECOMES DE -ENERGIZED UPON FAILURE OF GFCI DEVICE. NO SUBSTITUTIONS.(TYPICAL) ❑ SEE POS ELECTRICAL RISER DIAGRAM ON SHEET E1.0. (TYPICAL) TAP 1 1 /2" HOLE FOR DATA LINES WITH 1 1 /2" GROMMET DINING ROOM CEILING DCO'S 1/2"C-2#12 & 1#12 GND. AP-5:32 (TYP. OF 6) RACEWAY PROVIDED WITH COUNTER, INSTALLED BY E.C. (REFER TO DETAIL ON SHEET E3.1) I 1 _ E1 E1 16.00 E7 L E1 19.05 E2 E2 Xl77.03 E2 9.16 E1 23.12 1 7.139 21.01 E3 183.02 E3 17.13 E2 21.01 E3 15.02 E1 19.05 E2 21.01 E3 15.02 ElOX237.00, E4 23.14 E1 16.00 E7 I � I 17.11 E1 CONDUIT TO DETECTOR LOOP. SEE SITE PLAN & DETAIL ON SHEET E4.0 ELECTRICAL ROUGH -IN PLAN 1 4 11= 1 -0 KEY NOTES EEC TO FURNISH AND INSTALL A FLUSH MOUNTED JUNCTION BOX WITH WEATHERPROOF GASKET AND OUTDOOR WEATHERPROOF, 24 VOLT CO2 HORN/STROBE UNIT COMPATIBLE WITH CO2 ALARM SYSTEM - EDWARDS GENESIS WGAVRN OR APPROVED EQUAL. STROBE SHALL HAVE AN AMBER COVER AND MEET ALL LOCAL REGULATORY REQUIREMENTS FOR SPECIFICATIONS AND INSTALLATION. PROVIDE A J" CONDUIT STUB -IN INTO BUILDING WITH THERMOPLASTIC BUSHING FROM WEATHERPROOF BACKBOX. PROVIDE FINAL WIRING TERMINATIONS AT HORN/STROBE UNIT AND THEN PROVIDE 36 INCHES OF PIGTAIL WIRING FROM HORN/STROBE INTO THE BUILDING AND NEATLY COIL FOR FINAL CONNECTION. FINAL WIRING CONNECTION FROM OUTDOOR HORN/STROBE PIGTAILS TO THE CO2 ALARM SYSTEM INSTALLATION TO BE PROVIDED BY BEVERAGE INSTALLER. ❑4 PER THE AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG), A MINIMUM OF ONE (1) ADA COMPLIANT ELECTRICAL RECEPTACLE SHALL BE INSTALLED AT AN ACCESSIBLE TABLE. GC/EC SHALL REFERENCE FINAL DECOR PLANS AND PROVIDE RECEPTACLES AS NECESSARY FOR COMPLIANCE. (TYPICAL) ECOORDINATE LOCATION OF RECEPTACLES SO THAT RECEPTACLES ARE LOCATED ON FULL HEIGHT WALLS PER THE DECOR PLAN. STUB UP AND CIRCUIT IN HALF WALL FOR RECEPTACLES NOT ON FULL HEIGHT WALLS, CONFIRM FINAL LOCATIONS WITH DECOR DRAWINGS PRIOR TO ROUGH -IN. EIF MOUNTED TO A LIGHTING POLE, DT CAMERA SHALL ONLY BE INSTALLED ON A POLE WITH MAXIMUM OF (2) LIGHTING HEADS. PROVIDE ISOLATION OF DT CAMERA MOUNTING HARDWARE AND POLE TO PREVENT BI-METALLIC OR GALVANIC CORROSION. ❑E.C. TO PROVIDE AN ALLOWANCE IN BID TO PROVIDE TWO(2) FLEXIBLE POWER CONNECTIONS FOR POWER TO FURNITURE/ FAMILY EXPERIENCE ELEMENTS AS PART OF THE DECOR PACKAGE. E.C. SHALL VERIFY EXACT LOCATIONS IN FIELD AND WITH DECOR DRAWINGS. PROVIDE ALL NECESSARY MATERIALS AND LABOR FOR A COMPLETE AND FULLY NEC CODE COMPLIANT INSTALLATION. ALL COMPONENTS SHALL BE FED FROM A GFCI TYPE CIRCUIT BREAKER AND BRANCH CIRCUIT SHALL CONTAIN TWO PATHS OF GROUNDING (CONDUIT BODY AND AN INSULATED GROUNDING CONDUCTOR) TO COMPLY WITH McDONALD'S GROUNDING STANDARDS. DRIVE THRU WINDOW POWER, CONFIRM REQUIREMENTS WITH MANUFACTURER 8 DRAWINGS. KEY NOTES 9 PROVIDE POWER FOR CONNECTION TO SELF ORDER KIOSKS. COORDINATE EXACT LOCATION OF KIOSKS WITH DECOR DRAWINGS. PROVIDE 2#12, 1#12 GIRD., & 1#12 ISOLATED GROUND ON A 20A DEDICATED CIRCUIT FED FROM THE CP PANEL FOR EVERY KIOSK. Fp VERIFY DROP CORDS AND RECEPTACLES DO NOT FALL BELOW HEIGHTS LISTED ON E3.0 ELECTRICAL SCHEDULE. RECEPTACLES SHOULD BE LOCATED AT HEIGHTS TO AVOID CONTACT WITH HOT APPLIANCES. 1 PROVIDE J-BOX ABOVE CEILING NEAR KIOSK FOR FUTURE DIGITAL MERCHANDISER. EXTEND CIRCUIT TO THIS LOCATION FROM MENU BOARDS IN SERVICE AREA. EXTEND J-HOOKS FROM SERVICE AREA FOR FUTURE DATA CABLES. 12 EC TO INSTALL DROP CORDS JUSTIFIED TO THE DRIVE THRU SIDE OF THE BUILDING 13 PROVIDE POWER AND DATA ROUGH -INS FOR CASH HANDLERS REFER TO 4/E3.1 FOR MORE INFORMATION. COORDINATE EXACT LOCATION WITH DECOR DRAWINGS. 14 CONNECT KIOSK RETROFIT KIT TO CASH HANDLERS. REFER TO 5/E3.1 FOR MORE INFORMATION. COORDINATE EXACT LOCATION WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. E AT&T TO PROVIDE #8 GIRD CONDUCTOR FROM BUILDING EXTERIOR WIRELESS ACCESS POINT TO ABOVE INTERIOR CEILING. EC TO EXEND CONDUCTOR TO BUILDING GROUNDING SYSTEM. COORDINATE EXACT LOCATION OF ACCESS POINT IN FIELD WITH AT&T. 16 CONTRACTOR TO PUNCH HOLES IN SERVICE POD FOR CABLE AND CONDUIT ROUTING. UTILIZE BUSHINGS PROVIDE WITH SERVICE POD TO PROTECT CABLES ALL 150-VOLT TO GROUND OR LESS, 50 AMPERE OR LESS RECEPTACLES WITHIN A KITCHEN AREA SHALL BE PROVIDED WITH GROUND FAULT PROTECTION (GFCI) PER ARTICLE 210.8(B)(2) NEC 2017. z 0 a o: 0 V) W 0 �I 0 \�0\ 11111 /////� • No 12 STAT OF F<OTOP 2023.08.11 11:51:08-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.11.2023 DATE W D H V M in o ti Q N � LL. cm O M W .-, W ®� t/1 J CL z W 3 W a o M a U r O N 7'O ° O N O O ` O O mar p o a� o'v 3 .j Jc°'OE-'�C _ a s rn a ° coic.-d0 o N < '0_0:3 °ca O r n v= �, V +, a c rn N vV�J o °o';+'° ® U cc ° C L N p V O p 0. O t aw, .20 C L U)O?'mE jc p °C U c aX 0 O O r r curt- �� o3 c oo� r 40- 0 0°0c4) N U ) 04.. U N 0 c c� °am E U °o�� „00 0.0 °v_,� 0 1L � C rO• r C ar lJL •3 r r C � 0 0 OD ap 0 0 ` 3 a C ., y a 'O 7 U) yy U U t W .L O+.0000 F - CL . c a o B04 Q ao W O N m m C� J pp m Z W J m Of Q M z, W N N F jU N c) 00 4i � N cal PO 0 � NSN#: 40871 E 1 z ROUGH -IN PLAN SEE SHEET E3.1 FOR L LIGHTING NOTES (ELECTRIPLAN"CAL ROUGH -IN &1UGHTINOR GREQUIRE REQUIREMENTS. D KEY LIGHTING FIXTURES SHOWN HALF SHADED SHALL BE WIRED TO AN EMERGENCY INVERTER AND CIRCUITED AS A NIGHT DENOTES LIGHT. SEE NOTE EL3 ON THIS SHEET. COORDINATE FIXTURE TYPE F2 LOCATION WITH DECOR. DENOTES CIRCUIT 1 NUMBER LIGHTING FIXTURES SHOWN WITH A SLASH SHALL BE WIRED TO AN EMERGENCY INVERTER AND CIRCUITED AS DENOTES SWITCHED EMERGENCY FIXTURES SO THE FIXTURE IS FIXTURE TYPE F2 CONTROLLED VIA TIMECLOCK BUT TURNS ON UPON LOSS DENOTES CIRCUIT 1 OF POWER. SEE NOTE EL3 ON THIS SHEET. COORDINATE .„ .RCUI- LOCATION WITH DECOR. LIGHTING FIXTURE SCHEDULE: McDONALD' EC SHALL PROVIDE: ELECTRICAL CONTRACTOR SHALL COORDINATE POWER REQUIRED FOR ROAD SIGN. MOST SIGNS REQUIRE (1) 20 AMP 120V CIRCUIT. IF USED A 90-200 SIGN REQUIRES (4) 20 AMP 120V CIRCUITS OR ONE 1-PHASE 60 AMP 120/208V CIRCUIT. COORDINATE WITH SUPPLIERS DRAWINGS. (1) 20 AMP 208 VOLT CIRCUIT, EC TO WIRE 2#12 TO 208 VOLT FLAG FLOODLIGHTS. (1) 20 AMP 120 VOLT CIRCUIT TO D.C.O. IN ROAD SIGN BASE IF REQUIRED. (2) 20 AMP 120 VOLT CIRCUITS FOR INGRESS/EGRESS DIRECTIONAL SIGNS (IF APPLICABLE). *VERIFY EXACT LOCATIONS/TYPES/QUANTITIES OF ALL THE ABOVE WITH SITE/CIVIL PLANS AND MCD ACM. MARK SYMBOL DESCRIPTION DIFFUSER LAMPS BALLAST MOUNTING MANUFACTURER AND WATTS TYPE CATALOG NUMBER F2 2' X 4' GRID TROFFER PRISMATIC ACRYLIC 44W LED - RECESSED SECURITY LIGHTING: # LCAT24-35HLG-EDU-WP-GK F7 O 1' X 4' GRID TROFFER PRISMATIC ACRYLIC 144W I LED IRECESSED SECURITY LIGHTING i LCAT14-35HLG-EDU-WP-GK L2R 0 4" LED DOWN LIGHT - 16W LED - RECESSED SECURITY LIGHTING # RDA- 136LM-30-FL-S/RDA-136-H VERIFY DOWNLIGHT TO BE USED WITH PHOTOMETRIC L4 O 3" LED ADJUSTABLE DOWN - 7W LED - RECESSED SECURITY LIGHTING # RDA-60LM-30-NF-S/RDA-60-H LIGHT VERIFY DOWNLIGHT TO BE USED WITH PHOTOMETRIC F12G O 6" LED DOWN LIGHT - - 12W LED - RECESSED SECURITY LIGHTING SHALLOW HOUSING LB6LEDA10L-50K-9-GL/RMNICS-QL F14 ® ALPHABET PENDANT - (1)-8W LLD - PENDANT SECURITY LIGHTING III MS-P-A-BM-108LED-CBC (TO BE VERIFIED WITH DECOR DRAWINGS) F20 p EXIT SIGN WITH BATTERY - 1.8W LED - SURFACE SECURITY LIGHTING: EVEURWE. SEE NOTE LS2 ON THIS SHEET. C7 BACKUP F21 2 HEADED EMERGENCY _ _ LLD - SURFACE TO SECURITY LTG. #EV4D BATTERY LIGHT WALL OR CEILING F22 � EMERG BATTERY & 2 REMOTE - - LED - SURFACE TO SECURITY LTG. #EV4D-02L-0/EVODB HEADS WALL OR SOFFIT I / 4 = I — U KEY NOTES CENTER PENDANT LIGHTS OVER TABLES (TYPICAL) aALL SOFFIT LOCATIONS, LIGHTING, & SUPPLY GRILLS SHALL BE COORDINATED WITH DECOR COMPANY DRAWING PRIOR TO INSTALLATION. EC SHALL INSTALL AND CONFIGURE REMOTE EMERGENCY 3 LIGHTING AT ALL EGRESS EXTERIOR DOORS FOR MAXIMUM ILLUMINATION AT POINTS OF EGRESS. INSTALL WP J-BOX WITHIN SOFFIT TO ALLOW A FLUSH INSTALLATION OF ANY EXTERIOR EMERGENCY EGRESS LIGHTING (TYPICAL). OPTIONAL ADJUSTABLE WALL WASH FIXTURE TO ILLUMINATE LOGO OR GRAPHICS. EC SHALL VERIFY EXACT LOCATION SO AS TO ADEQUATELY ILLUMINATE McDONALD'S ARCH LOGO SIGN AND GRAPHICS. AIR CURTAIN UNIT. NON HEATED VERSION TO USE 1/2"C. 5 2#12, 1#12GRD. HEATED VERSION TO USE 1"C. 2#6, 1#10 GRD. (TYPICAL). aPROVIDE DUAL TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR OR WALL MOUNTED VACANCY SENSOR AS SHOWN. ORDER ALL SENSORS FROM SECURITY LIGHTING SYSTEMS, INC. RADIAL WALL SCONCE. SEE NOTE L2 ON SHEET E3.1 AND ARCHITECTURAL ELEVATIONS ON SHEETS A2.0 & A2.1. (TYPICAL) F20 1 a EXIT SIGN WITH BATTERY _ 1.8W BACKUP 8 BUILDING AUTOMATION SYSTEM LOCATION. SEE LIGHTING CONTROL DETAILS ON SHEET E4.1. aPROVIDE LIGHTING INVERTER FOR USE WITH FIXTURES S14OWN SHADED OR SLASHED. MODEL #LG125T SHOULD BE USED FOR L2R, L4 & F12G WITH NOT MORE THAN EIGHT DOWNLIGHTS CONNECTED TO EACH INVERTER. IF DECOR USES ALTERNATE FIXTURES, COORDINATE INVERTER TO BE USED WITH LIGHTING SUPPLIER. E.C. SHALL VERIFY THE QUANTITY OF FIXTURES THAT CAN BE CONNECTED WITHOUT EXCEEDING OPERATING CAPACITY OF UNIT AND PROVIDE ADDITIONAL CIRCUITS AND INVERTERS AS REQUIRED. (TYPICAL) CENTER VACANCY SENSOR SWITCH OPPOSITE COMPUTER 10 RACK IN A LOCATION ACCESSIBLE FROM BOTH DOORS FOR CONTROL OF CEILING MOUNTED LIGHT, IN DATA ROOM. FAN CONTROLLED BY LOCAL THERMOSTAT. 1 PROVIDE POWER FOR LIGHT WITHIN TOY DISPLAY. COORDINATE EXACT LOCATION WITH DECOR DRAWINGS. LIGHTING CONTACTORS IN NEMA 1 ENCLOSURE JUST BELOW 12 CEILING. EC SHALL PROVIDE 120 VOLT CONTROL CIRCUIT TO CONTACTOR PANEL VERIFY EXACT LOCATION IN FIELD AND REFER TO DRAWING E4.1 FOR ADDITIONAL DETAILS. LLD I - I SURFACE F21 jz--� 2 HEADED EMERGENCY - - LED BATTERY LIGHT F22 g EMERG BATTERY & 2 REMOTE - - LLD - O HEADS F23 2 HEADED EMERG LIGHT & 2 - _ LLD - REMOTE HEAD IF REQ'D S1H ® "DOWN ONLY' RADIAL WALL TEMPERED GLASS (1)-14W LLD - SCONCE - SILVER S1W ® "DOWN ONLY" RADIAL WALL TEMPERED GLASS (1)-14W LED - SCONCE - WHITE LIGHTING SCHEDULE NOTES: LS1. ORDER LED EXIT SIGNS WITH LETTER COLORS THAT COMPLY WITH LOCAL CODES. — FOR RED LETTERS USE #EVE—U—R (UNIVERSAL), — FOR GREEN LETTERS USE #EVE—U—G (UNIVERSAL), OR IF THE ABOVE EXIT SIGNS DO NOT COMPLY WITH LOCAL CODES USE: LED SIGN WITH BATTERY BACKUP, LETTER SIZE, COLOR, TYPE & DIRECTIONAL ARROWS AS REQUIRED BY THE LOCAL AUTHORITIES. LS2. ALL INTERIOR LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. LS3. LIGHTING FIXTURES HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE MAINTAINING ADEQUATE LEVEL OF ILLUMINATION. SPECIFICATIONS SHALL BE STRICTLY FOLLOWED. ANY DEVIATION FROM THE SPECIFICATIONS SHALL BE APPROVED IN WRITING BY McDONALD'S CORPORATION. SECURITY LIGHTING: EVEURWE. SEE NOTE LS2 ON THIS SHEET. SURFACE TO SECURITY LTG. #EV4D WALL OR CEILING SURFACE TO SECURITY LTG. #EV4D-02L-0/EVODB WALL OR SOFFIT SURFACE TO SECURITY LTG. #EV4D/EV0DB WALL OR SOFFIT SURFACE TO I SECURITY LIGHTING: #RWSC-36L-5K-DO-U-PS WALL SURFACE TO I SECURITY LIGHTING: #RWSC-36L-5K-DO-U-WH WALL EMERGENCY LIGHTING NOTES EL1. EC SHALL INSTALL A LOCK ON CIRCUIT BREAKER HANDLE, FOR ALL EMERGENCY LIGHTING CIRCUITS. EC SHALL VERIFY ALL REQUIREMENTS AND FINAL EMERGENCY LIGHTING LOCATIONS WITH LOCAL AUTHORITIES. INCLUDE ALL COSTS IN BASE 810. EL2. IF NOT INSTALLED BY MANUFACTURER, EC SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF THE EMERGENCY INVERTER IN NIGHT LIGHTING FIXTURES SHOWN ON THIS SHEET. EL3. LED FIXTURES DENOTED AS NIGHT LIGHTING OR SWITCHED EMERGENCY SHALL BE CONNECTED TO AN INVERTER. INVERTER SHALL BE CAPABLE OF ILLUMINATING FIXTURE FOR 1.5 HOURS TO COMPLY WITH NEC SECTION 700 AND UL924. EL4. EMERGENCY BATTERY LIGHTING WALL PACKS IN PLAYPLACE SHALL BE LOCATED SO AS TO PROVIDE FOR MAXIMUM ILLUMINATION OF AREA. EC SHALL VERIFY EXACT PLACEMENT IN THE FIELD WITH McDONALD'S ACM. (IF APPLICABLE) EL5. EMERGENCY LIGHTING HAS BEEN DESIGNED PER NFPA 101 TO MAINTAIN 1 FC IN PATH OF EGRESS. IF FIELD CONDITIONS REQUIRE ANY CHANGES TO LIGHTING DESIGN, EMERGENCY LIGHTING, SHALL BE INSTALLED TO MEET THE ABOVE REQUIREMENTS. ORDER ALL LIGHT FIXTURES FROM: SECURITY LIGHTING SYSTEMS, INC. PHONE: 1-800-LIGHT-IT (800-544-4848) EMAIL SLORDERSOCURRENTLIGHTING.COM CS ILLUMINATIONS PHONE: 760-477-1244 EMAILS: MCDOCSILLUMINATIOINS.COM WWW.CSILLUMINATIONS.COM/MCD z O f= a. D: U U) W a W Q .4 v.cEwsF•, No 12 , STAT OF 2023.08.11 11:52:39-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.11.2023 DATE W V NfLno ti Q N Lu C - Z 5 Q m 0 cl uj WOr J Z' W W w 2 in 0 0 a v U � � O N O C N 0 O 3 O U a av07u� a N � y °• 7 7 0 J v �3�EO�v) " 0 0•- ° 0 m c v s � • U :5 ° 0 ro0" °yam 0 U° O C O ttv+, Doc ♦) Ncc.°_�a0 0 0'c 'xo:� 00 p 0 w cap-v of~co`vcu � V a C�� U-0 � •� .� W p Val w O a� 0 v0`i N U Oc`a0 V c or5a`o�E' V v�°v0� a0 1:71c aci o c av 311 o 3: 6-C C24.- o • 3°0°0b 0 0 m O O7 7 0 y U U 0 a 41 v� o 0on�c to 80 N = 04 °N° o N ^ _ W 0 N N m I Z 0 J � QQ 2 W J 0 Z !D Q � L m �` S I N DD W � N NN POC N 8 NSN#: 40871 z N E2*0 N LIGHTING PLAN IE131 WP ARCH LOGO SIGN LP-1:9 wP E1 I E3 LP-1:15 I E5 CU 10 4 1 0 1 I I 01111 Li L1 1 (ON ROOF) EL— -rr�LL Lj1 I I II II E8 — � _J LP— 1:15 LADDER E4 _ m E2 E6 McDONALD'S SIGN LP-1:9 1/2"C-2 #12 1 # 12 GND TO AP-5:11 1 \ ELECTRICAL ROOF PLAN 21 1 4"-1 r_ p" E4 E2 1 E FL (ON ROOF) E8 a E9 _EF3 � EF E7 KEYED NOTES FEVERY E1 LINEAR RUN OF SLED FIXTURES REQUIRES A DEDICATED WHIP KIT PROVIDED WITH FIXTURE. CONTRACTOR TO FIELD VERIFY FIXTURE MOUNTING HEIGHT, LOCATION, QUANTITY, E10 REMOTE CONDENSING UNITS. SEE SHEET E3.0 FOR WIRING AND CIRCUITRY REQUIREMENTS. FIXTURE LENGTHS, AND ALL ELECTRICAL CONNECTION REQUIREMENTS WITH SECURITY LIGHTING CANOPY LIGHT. LP-1:11 EC SHALL VERIFY EXACT SPECIFICATIONS AND LOCATION WITH PRIOR TO ORDERING AND INSTALLATION (TYPICAL). F11 MANUFACTURER. VERIFY EXACT INFEED REQUIREMENTS IN THE FIELD. SEE NOTE L5 ON SHEET - PROOF RECEPTACLES WITH GFCI PROTECTION ARE PROVIDED AND MOUNTED WITHIN E3.1. (TYPICAL) FWEATHER E2 MOTOR HOUSING LOCATIONS PER NEC ARTICLE 210.63. CIRCUIT SHALL EMANATE FROM PANEL E.C. SHALL PROVIDE AWEATHER—PROOF JUNCTION BOX WITH"C STUB DOWN TO CEILING AP-5,CCT.#13.(TYPICAL). E12 SPACE WITH BUSHING FOR ROOF —TOP CAMERA OR SATELLITE. VERIFY EXACT LOCATION(S) SMOOTH BRACING IS REQUIRED FOR LED FIXTURE INSTALLATION UNDER WITH MCD AREA CONSTRUCTION MANAGER PRIOR TO INSTALLATION. E3 COPING/FLASHING.(TYPICAL) E13 E.C. SHALL PROVIDE A JUNCTION BOX FOR ARCH LOGO / McDONALD'S FASCIA / PLAY SIGN. SEE NOTE L1 ON SHEET E3.1. COORDINATE EXACT LOCATION IN FIELD E4 REFER TO SHEET E4.0 FOR CONDUIT AND WIRE SIZE.(TYPICAL) —PLACE WITH ACM. ALL SIGNS PROVIDED WITH INTEGRAL DISCONNECT SWITCH FROM - SHALL PROVIDE A WEATHER—PROOF J—BOX ON INSIDE FACE OF PARAPET, MOUNTED 6" MANUFACTURER.(TYPICAL) FE.0 E5 BELOW TOP OF PARAPET FOR LIGHTING CONTROL PANEL PHOTOCELL. (PHOTOCELL FURNISHED E.C. SHALL PROVIDE A JUNCTION BOX FOR ROOF —TOP FLAG POLE LIGHTING. VERIFY BY OTHERS AND INSTALLED BY EC). REFER TO LIGHTING CONTROL DETAILS ON E4.1 E14 LOCATION(S) WITH MCD PROJECT MANAGER PRIOR TO INSTALLATION. E6 TO LIGHTING ENCLOSURE W/ TIMER. COORDINATE WITH LIGHTING CONTROL DETAILS ON SHEET E4.1 E15 FLOOD LIGHT MOUNTED ABOVE CANOPY. LP-1:11 EC SHALL VERIFY EXACT SPECIFICATIONS AND LOCATION WITH ARCHITECTURAL ELEVATIONS. VERIFY EXACT INFEED REQUIREMENTS IN THE COOKING EQUIPMENT EXHAUST FANS. SEE SHEET E3.0 FOR ELECTRICAL REQUIREMENTS. SEE FIELD. SEE FLOOD UGHT DETAIL ON SHEET E3.1. (TYPICAL) E7 SHEET E3.2 FOR EXHAUST FAN INTERLOCK WIRING DIAGRAMS. (TYPICAL) PROVIDE NEMA 3R DISCONNECT WITH CURRENT LIMITING FUSES TO COMPLY WITH NEC 110 E8 AND 440. ELECTRICAL CONTRACTOR SHALL STUB UP THRU RACEWAY IN CURB TO ELIMINATE CONDUIT PENETRATION OF ROOFING. (TYPICAL) EXTERNAL NEMA 3R MOUNTED ON SIDE OF FAN BY MANUFACTURER. ELECTRICAL CONTRACTOR E9 SHALL STUB —UP THRU ROOF AND PROVIDE FLEXIBLE WEATHERPROOF CONDUIT FROM ROOF PENETRATION TO DISCONNECT (TYPICAL). E LP-1:11 Ell 3 (ON ROOF) E8 EE44 E2 1 McDONALD'S SIGN LP-1:6 DRAWING NOTES- 1. SEE DRAWING M-4.0 FOR GENERAL MECHANICAL NOTES. 2. SEE DRAWINGS M-3.0 AND M-4.1 FOR MECHANICAL EQUIPMENT SCHEDULES AND DETAILS. 3. SEE DRAWING M-4.0 FOR MECHANICAL LEGEND. 4. SEE DRAWING K-2.1 FOR REMOTE CONDENSER AND MAC UNIT INFORMATION. 5. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. i IE131 ARCH LOGO SIGN LP-1:9 E14 P LP-1:2 1 El I E3 m" LP-1:15 LP-1:15 WP mi FLI WP El 1 McDONALD'S SIGN LP-1:6 1 ARCH LOGO SIGN LP-1:6 LED GENERAL NOTES 1. PLACE LED FIXTURE AT DESIRED LOCATION AND ATTACH POWER SUPPLY AND MOUNTING BRACKET AS RECOMMENDED BY MANUFACTURER. 2. EC SHALL CONNECT NEW FIXTURES TO A 120V CIRCUIT AND MAKE ALL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. 3. POWER SUPPLY SHALL ALWAYS BE INSTALLED TO THE LEFT SIDE OF FIXTURE WHEN FACING BRAND WALL. LED FIXTURE SCHEDULE: LAMPS MANUFACTURER AND MARK SYMBOL DESCRIPTION DIFFUSER BALLAST MOUNTING CATALOG NUMBER WATTS TYPE DOWN ONLY ACCENT LIGHTING TEMPERED 1-10W LED _ SURFACE SECURITY UGHTING: SLED—HE-24—DO—U-10 CUSTOM BUILT FOR EXTERIOR ACCENT CHANNELS. SLED2—HE o (SEE PLAN) GLASS PER FIXTURE DOWN ONLY ACCENT LIGHTING TEMPERED 1-14W LLD _ SURFACE SECURITY UGHTING: SLED—HE-36—DO—U-10 CUSTOM BUILT FOR EXTERIOR ACCENT CHANNELS. SLED3—HE (SEE PLAN) GLASS PER FIXTURE DOWN ONLY ACCENT LIGHTING RED 1-19W SURFACE SECURITY UGHTING: SLED—HE-48—DO—U-10 CUSTOM BUILT FOR EXTERIOR ACCENT CHANNELS. SLED4—HE a (SEE PLAN) L PER LED _ FIXTURE UP ONLY ACCENT UGH71NG TEMPERED 1-16W LED _ SURFACE SECURITY UGHTING: EL218—W-5-8L-5K—UV—I0—JWIO FL1 0 (SEE PLAN) GLASS PER FIXTURE 4�C No 12 STAT OF 0 '0" t(� � tC '•_LORIDP''GN rs1ONAi 1\\?�\\\` 2023.08.11 11:52:59-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.11.2023 DATE W toLn o Q N 0 U. 1__ M N Z (A Q � \.► -I" o M J W to W J W z W W Ld i in O a.. ti w a U ,1y O _ � ' ` 'L. 0. 0. 0 47 •U 3 Q o J a o Ev° c ao IV cr 0 a ., v c°ic-m�N00 aci E � o m o p 3 o c N 0 0Q_c5 p c 2 a a 00.3.....p�, ® 0 c� O C 0 6 C p O C Lp L y p c cn 'a- ' O N E 0 C f p C U C p y o ° N O c Q1 fA U L 0 _j L 2 ,20 `Vv p U j 0•y p y to "' Oa y N � o c°' N - � i - fA � O •V U 0 07V�3 0 �y3 p � O a� c w!=cv- c> poi 0.020 ° 8 +, Nip 0 c a oc °L U o F- Q.XZ c ' Ni a o o �o V) I c M N O = O N N m 0 Z m 3 c� z W pj z ��m Lc c C) m _j V) z o °$ IRE 20 0 o NSN#: 40871 E 2 0 rz Gi • 1 ELEC. ROOF PLAN PB - Pullbox VIF - Verify in Feld JB = Junction Box ELECTRICAL SCHEDULE EC = Electrical Contractor PB Pullbox VIF = Verifyin Field JB - Junction Box ELECTRICAL SCHEDULE EC = Electrical Contractor m TAG # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WIRE PNL/CCT RECEP TYPE HGT AFF REQUIREMENTS & REMARKS TAG # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WIRE PNL/CCT RECEP TYPE HGT AFF REQUIREMENTS & REMARKS 004.2OE6 1 DIGITAL MERCHANDISER 120/1 ISOLATED 2.6 20A 1/2"C-2#121G CP:6 IG5262 6'-5" - 205.08E1 1 BIC MACHINE 120/1 8.6 20A 1/2"C-2#12 AP-2:29 BY KES SEE RMKS EC TO EXTEND DEDICATED CIRCUIT TO 5-20R RECEPTACLE IN CHASE 004.23E1 1 DIGITAL MERCHANDISER - MEDIA PLAYER 120/1 ISOLATED 1.0 20A 1/2'C-2#121G CP:6 IG5262 6'-5" USE SAME RECEPTACLE AS 4.20E6 205.09E2 1 FROZEN BEVERAGE DISPENSER 208/1 20.0 30A 1/2"C-2#10 AP-5:(17.19) SEE RMKS SEE RMKS RECEP L6-30R IN CHASE BY KES, EC MAKES FINAL CONN ZO d U N p 207.01E2 1 BLENDER - MCFLURRY - RAIL MOUNT 120/1 1.2 20A 1/2"C-2#12 AP-2:7 5-20R 4'-0" 004.23E2 1 DIGITAL MERCHANDISER - MEDIA PLAYER DATA CABLE - - - - JB 6'-5" JB W/ 1" C. TO FULL HEIGHT WALL AND TO ABOVE CEILING W/BUSHINGS. FOR DATA CABLES. SUPPLY W/GROMMETED OPENING IN COVER PLATE 210.00E10 2 CASH RECYCLER 120/1 ISOLATED 4.4 20A 1/2'C-2#121G CP:27 (2) IG5262 SEE RMKS PROVIDE RECEP. IN COUNTER -MOUNTED RACEWAY 009.15E1 1 UTILITY CHASE - FFDT INTERIOR WALL - _ _ - - - SEE RMKS UTILITY CHASE AND RECEPTACLES PROVIDED BY K.E.S. 211.00E6 1 DELIVERY TABLETS 120 1 / 3.0 20A 1 2"C-2#12 / AP-5:21 (2) 5-20R 5 -6 - 020. 1 UTILITY CHASE - FFDT EXTERIOR WALL SEE RMKS UTILITY CHASE AND RECEPTACLES PROVIDED BY K.E.S. 213.00E10 1 TABLE LOCATOR SYSTEM 120/1 ISOLATED 2.6 20A 1/2'C-2#121G CP:4 IG5262 SEE RMKS PROVIDE IG RECEP. IN COUNTER -MOUNTED RACEWAY 020.01E1 1El 2 AUTOMATED BEVERAGE SYSTEM 2.0 120/1 5.0 20A 1/2"C-2#12 AP-1:12, AP-2:24 5-20R 2'-0" - 020.01E2 2 AUTOMATED BEVERAGE SYSTEM 2.0 120/1 14.9 20A 1/2"C-2#12 AP-1:6. AP-2:26 5-20R 3'-10" FOR PRE -COOLER 213.00E8 1 TABLE LOCATOR SYSTEM 120/1 ISOLATED 2.6 20A 1/20C-2#121G CP:21 SEE RMKS 4'-0" TSS SERVER. COORDINATE WITH MANUFACTURERS REQUIREMENTS 021.01E3 3 COFFEE BREWER (THERMAL POTS) 120-208/1 15.5 20A 1/2"C-3#12 AP-1:(2,4)(14,16), AP- 6:(11,13) BY KES SEE RMKS EC TO EXTEND CIRCUIT TO L14-20R RECEPTACLE IN CHASE 214.02E1 1 TECHNOLOGY RACK 120/1 ISOLATED 5.0 20A 1/20C-2#12IG CP:11 IG4700 7'-6' FOR SWITCHES, HUBS AND RADIUS 023.1OE1 1 ESPRESSO BREWER 208/1 21.6 30A 1/2'C-2#10 AP- 1:(19,21) BY KES SEE RMKS EC TO EXTEND CIRCUIT TO L6-30R RECEPTACLE IN CHASE 214.02E3 1 TECHNOLOGY RACK 120/1 ISOLATED 10.0 20A 1/2"C-2#121G CP:15 IG4700 3'-O" FOR CASHLESS DEVICE UPS 023.12E1 1 COFFEE CREAM DISPENSER 120/1 1.0 20A 1/2"C-2#12 AP-1:8 BY KES SEE RMKS EC TO EXTEND CIRCUIT TO 5-20R RECEPTACLE IN CHASE 214.02E4 1 TECHNOLOGY RACK 1 0/1 ISOLATED 12.0 20A 1/2"C-2121G CP:17 IG4700 3'-0" FOR POS SYSTEM UPS AND ORB CONTROLLER 023.14E1 1 SUGAR/SWEETENER DISPENSER 120/1 1.5 20A 1/2'C-2#12 AP-1:8 BY KES SEE RMKS EC TO EXTEND CIRCUIT TO 5-20R RECEPTACLE IN CHASE 024.02E1 1 JUICE DISPENSER 120/1 4.5 20A 1/2"C-2#12 AP-1:8 5-2OR SEE RMKS EC TO EXTEND CIRCUIT TO 5-20R RECEPTACLE IN CHASE 214.02E5 1 TECHNOLOGY RACK DATA CABLE - - - - 8x6x4 PB 7'-6" EXTEND (2) 2 1/2" CONDUIT ABOVE CLG. W/BUSHING FOR DATA CABLES 025.07E1 1 INFUSION TEA BREWER -MIS 120-208/1 13.0 20A 1/20C-312 AP-2:(32.34) L14-20R 2'-30 - 025.07E2 1 INFUSION TEA BREWER - MIS - - - - - JB 2'-3" FOR WATER LINE TO ICED TEA BREWER IF CHASE IS NOT SPECIFIED. (SEE P1.6) 214.02E6 1 TECHNOLOGY RACK 120/1 ISOLATED 14.0 30A 1/2"C-2#101G CP:12 L5-30R IG 3'-0" FOR POS SYSTEM UPS 4 215.00E12 1 POS REGISTER - FRONT COUNTER 120/1 ISOLATED 3.0 EA. - 3/4"C-2#121G CP:19 IG4700 SEE RMKS PROVIDE IG RECEP. IN COUNTER -MOUNTED RACEWAY 031.03E1 1 SODA SYSTEM PACKAGE - B.I.B. (RECIRCULATING- 3 TOWERS) 208/3 26.0 30A 3/4'C-3#10 AP-2:(37,39,41) SEE RMKS 3'-0" SEE RMKS EC SUPPLIES 30A-3P NF DISC SW MTD 9" BELOW CEILING PER NEC SECT. 404.8(A) 215.00E3 1 POS REGISTER - FRONT COUNTER DATA CABLE - - - - 4x4x4 PB 10' EXTEND 2" CONDUIT TO ABOVE CEILING FOR POS DATA CABLES 031.03E2 1 SODA SYSTEM PACKAGE - B.I.B. (RECIRCULATING- 3 TOWERS) - - - - - JB 4'-O" FOR CONTROL WIRES FROM REMOTE CONDENSING UNIT 215.02E1 1 POS REGISTER - 2 WINDOW D/T 120/1 ISOLATED 3.0 EA. SEE RMKS 1/2"C-2#121G SEE REMARKS (2)IG4700 2'-0" IN ORDER BOOTH, CONNECT TO CP:7 - IN PRESENTERS BOOTH. CONNECT TO CP:8 031.03E3 1 SODA SYSTEM PACKAGE - B.I.B. (RECIRCULATING- 3 TOWERS) 120/1 (2) 6.8 20A 1/2"C-2#12 AP-2:35 5-20R 6'-6" FOR WATER BOOSTER SYSTEM AND OPTIONAL AIR COMPRESSOR 215.02E10 2 POS REGISTER - 2 WINDOW D/T 120/1 ISOLATED 3.0 EA. 20A 1/2"C-2#121G CP:1 BY KES SEE RMKS EC TO EXTEND CIRCUIT TO IG4700 RECEPTACLE IN CHASE 032.02E1 1 REVERSE OSMOSIS WATER FILTRATION SYSTEM - TANKLESS 120/1 4.0 20A 1/2"C-2#12 EA. AP-2:23 5-20R 6'-p" - 215.02E12 1 POS REGISTER - 2 WINDOW D/T - - - - - 18xl2x4 PB 10" REFER TO D/T LOW VOLTAGE CONDUIT DIAGRAM FOR CONDUITS UNDER SLAB AND EXTEND (2) 2 1 /2"C. TO ABOVE CLG. 032.04E1 1 IWATER FILTRATION SYSTEM 120/1 0.08 20A 1/2"C-2#12 EA. AP-2:23 5-20R 6'-O" - 215.02E13 2 POS REGISTER - 2 WINDOW D/T - - - - - 4x4x4 PB 10` EXTEND 1 1/2"C. UNDER SLAB TO 217.11El AND 2 1/2" C. TO ABOVE CEILING FOR POS DATA CABLES ,�� ` T. Op �� p' • "" 0% �i .� `2` • �ceNs d' i P `�� No 12 ' STAT OF ; 4 %�O', , kip ij/ � //� ONAi. �� 0/111111111�� 2023.08.11 11:53:33-04'00' 037.03E1 2 CO2 SAFETY SYSTEM -DETECTOR 120 1 / 1.0 20A 1 2 C-2 12 / # AP-1:10 JB SEE RMKS PROVIDE LOCKOUT CB. SEE MECHANICAL DRAWINGS 215.04E1 2 POS - KVS MONITOR 120/1 ISOLATED 1.5 EA. 20A 1/2"C-2#121G CP:8 IG4700 FLUSH ON CLG 037.03E2 2 CO2 SAFE Y SYSTEM - - - - - JB SEE RMKS " FOR LV WIRES. STUB 3/4 C. ABV. CLG. SEE MECHANICAL DRAWINGS 037.03E4 3 CO2 SAFETY SYSTEM - CO2 DETECTOR AV ALARM - - - - - JB 7'-0` MINIMUM STUB 3/4%. ABOVE CLG. FOR LV COND. TO 037.03E2. SEE MECHANICAL DRAWINGS 215.04E4 3 POS - KVS MONITOR 120/1 ISOLATED 1.5 20A 1/2"C-2#121G CP:26 SEE RMKS SEE RMKS EC TO EXTEND CIRCUIT TO IG4700 RECEPTACLE IN OEP 038.00E1 1 CLEAN IN PLACE PANEL 120/1 1.0 20A 1/2"C-2#12 AP-2:21 5-20R 5'-6' - 215.04E5 2 POS - KVS MONITOR 120/1 ISOLATED 1.5 EA. 20A 1/2"C-2#121G CP:3 SEE RMKS SEE RMKS EC TO EXTEND CIRCUIT TO IG4700 RECEPTACLE IN CHASE 039.1OE1 1 ICE MACHINE - 1400 LB. 208/3 / 12.8 20A ' 3 1/2 C- 12 AP-2: 1,3,5 ( ) SEE RMKS SEE RMKS EC SUPPLIES 30A-3P NF DISC SW MTD9 BELOW CEILING PER NEC 404.8(A) EX.2 VERIFY W/ AHJ 215.04E7 3 POS - KVS MONITOR 120/1 ISOLATED 1.5 EA. 20A " 1/2 C-2#121G CP:23 IG4700 � � 5 -6 - 039.1OE2 1 ICE MACHINE - 1400 LB. - - - - - JB 4'-6" SEE RMKS CONTROL WIRES TO REMOTE CONDENSER 215.04E8 1 POS - KVS MONITOR DATA CABLE - - - - 4x4x4 PB 4'-0" EXTEND 2" CONDUIT ABOVE CEILING. CABLE FURNISHED AND INSTALLED BY POS SYSTEM SUPPLIER 039.15E1 2 ICE MACHINE - 1000 LB. 120/1 1.1 15A 1/2"C-2#12 AP-1:37,39 5-20R SEE RMKS MOUNT 9" BELOW CEILING -CIRCUIT BREAKERS SHALL BE HACR TYPE 215.07E1 1 POS REGISTER - DELIVERY 120/1 ISOLATED 3.0 20A 1/2'C-2#121G CP:23 IG4700 3'-6` THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.1 1.2023 DATE 039.15E2 2 ICE MACHINE - 1000 LB. - - - 1/2"C - JB SEE RMKS MOUNT 9" BELOW CEILING -CONTROL WIRES TO REMOTE CONDENSER 215.07E3 1 POS REGISTER - DELIVERY - - - - - 4x4x4 PB 3'-6" EXTEND 2" CONDUIT TO ABOVE CEILING FOR POS DATA CABLES 041.06E1 1 ICE MACHINE REMOTE CONDENSER - 1400 LB. 208/1 1.0 20A SEE RMKS 1/2"C-3#12 AP-1:(26.28) SEE RMKS SEE RMKS EC TO PROVIDE WP 30A-2P NF DISC AT UNIT ON ROOF - CIRCUIT BREAKERS SHALL BE HACR TYPE 216.00E13 2 POS - VIDEO MONITOR 120/1 ISOLATED 1.5 EA. 20A 1/2"C-2#121G CP:3 SEE RMKS SEE RMKS EC TO EXTEND CIRCUIT TO IG4700 RECEPTACLE IN CHASE 041.09E1 2 ICE MACHINE REMOTE CONDENSER - 1000 LB. 208/3 11.1 15A SEE RMKS 1/2"C-3#12 SEE RMKS AP-1:(32,34,36)(38,40,42) SEE RMKS SEE RMKS EC TO PROVIDE WP 30A-3P NF DISC AT UNIT ON ROOF - CIRCUIT BREAKERS SHALL BE HACR TYPE 216.00E14 4 POS -VIDEO MONITOR 120/1 ISOLATED 1.5 EA. 20A 1/2"C-2#121G CP:9 IG4700 SEE RMKS EXTEND CONDUIT DOWN GRILL HOOD SHROUD AND PROVIDE IG470 RECEPTACLE 043.21El 1 OPTIMIZED ORDER ASSEMBLY TABLE 120/1 5.4 20A SEE RMKS KES BREAKER PANEL SEE RMKS SEE RMKS PLUGS INTO KES OUTLET CHASE FOR HLA 216.00E7 3 POS - VIDEO MONITOR 120/1 ISOLATED 1.5 EA. 20A 1/2"C-2#121G CP:1 BY KES SEE RMKS EC TO EXTEND CIRCUIT TO IG4700 RECEPTACLE IN CHASE 047.06E1 1 CHILLED RAIL 120/1 2.0 20A 1/20C-2#12 KES BREAKER PANEL SEE RMKS SEE RMKS PLUGS INTO SPARE PLUG ON PREP TABLE 217.03E4 1 POS - COD OPTICAL ISOLATOR 120/1 ISOLATED 1.0 20A 1/2"C-2#121G CP:14 IG5262 7'-6' - 06l .00El 1 FRY BAGGING STATION 36" 120/1 12.5 20A 1 /2`C-2#12 AP-1:31 JB 4'-0' - 065.3OE1 1 3-VAT LOV FRYER - ELECTRIC - F/F/F 208/3 38.9 EA. VAT (3) 50A 1 "C-3#6 EA. VAT AP-4:(13.15.17)(19.21.23) (25,27,29) BY KES SEE RMKS PLUGS INTO RACEWAY RECEP WITH(1)L.21-20P INTERLOCK PLUG &(3) 15-60P POWER PLUG BY KES 217.10E1 2 REMOTE DETECTOR LOOP - - - - - - - 1 1 /2"CONDUIT-CONN TO PULLBOX#215.03E5,215.01 E4, OR 215.02E12 PER DRIVE-THRU CONFlG-SEE SITE PLAN 066.47E1 1 4-VAT LOV FRYER - ELECTRIC - S/S/S/S 208/3 38.9 EA. VAT (4) 50A 1 "C-3#6 EA. VAT AP-341.3,5)(7,9.11) (2,4,6)(8,10,12) BY KES SEE RMKS PLUGS INTO RACEWAY RECEP WITH(1)L21-20P INTERLOCK PLUG &(4) 15-60P POWER PLUG BY KES 217.11 E1 2 DETECTOR LOOP - - - - - - - 1 1/2-CONDUIT-CONN TO PULLBOX#215.02E5.215.02E13. OR 215.02E4 PER DRIVE-THRU CONFlG-SEE SITE PLAN W 217.13E1 1 MERGE POINT MONITOR (DOUBLE DRIVE THRU) 120/1 2.0 20A 1/2"C-2#12 AP-1:11 5-20R 3'-6' DO NOT POWER FROM POS CIRCUIT 073.00E1 1 UNIVERSAL EXHAUST HOOD 3-VAT FRYER 120/1 / 12.5, 9.8 (2)20A-1P 1/2 C-2#12EA AP-1:23,24 BY KES SEE RMKS 05TCAPTURE JET & 98 I D DAY EXHAUST FAN INTERLOCK O�� 217.13E2 2 MERGE POINT MONITOR (DOUBLE DRIVE THRU) 120/1 2.0 20A 1/2'C-2#12 AP-1:11 BY KES SEE RMKS EC TO EXTEND CIRCUIT TO 5-20R RECEPTACLE IN CHASE 079.23E1 1 UNIVERSAL EXHAUST HOOD FULL-CLAM/4-VAT FRYER 120/1 17.6, 13.8 (2)20A-1P 1/2"C-2#12EA AP-1:29,41 BY KES SEE RMKS EC TO CONN POWER TO RACEWAY FLA-3.6 GRILL,13.0 FRYER CONTROLS, 1.0 CAPTURE JET & 13.8 INDIVID EXHAUST FAN INTERLOCK 217.14E1 1 POS- VIDEO MONITOR (DOUBLE DRIVE THRU) 120/1 ISOLATED 1.5 SEE RMKS 1/2`C-2#121G CP:7 IG4700 3'-6" - CA�~i1 o m Q N o W M o U_ H Q 217.18E1 3 HAND HELD ORDER TAKER AND MANAGEMENT OF SHIFT EQUIPMENT 120/1 5.0 20A 1/2"C-2#12 AP-1:15 5-20R 4'-6" - 079.26E2 2 VENTLESS HOOD COMBI OVEN 120/1 8.0 15A 1/2"C-2#12 AP-4:14,16 BY KES SEE RMKS EC TO EXTEND DEDICATED CIRCUIT TO 5-15R RECEPTACLE IN CHASE 217.19E2 1 WIRELESS HEADSET BASE STATION 120/1 ISOLATED 1.9 20a 1 /2'C-2#121G CP:1 IG4700 4'-6" 085.05E1 1 FROZEN FRY DISPENSER 120/1 9.0 20A 1/2"C_2#12 AP-1:27 5-20R 4'-O' - 091.02E1 1 WALL MOUNT FREEZER UNIT -SINGLE WIDE -HIGH CAPACITY 120/1 5.0 20A 1/2•C-2#12 AP-5:23 5-20R 7'-6" - 217.19E3 1 WIRELESS HEADSET BASE STATION DATA CABLE - - - - 4x4x4 PB 5'-0' IMIIIIIII Ln �� Q roi Uj ti a J m tri ZQ 3 Z w i � O CL a 0 = 217.24E1 1 DANGER POINT MONITOR (DOUBLE DRIVE-THRU) 120/1 2.0 20A 1/2'C-2#12 AP-1:11 5-20R 8'-0" DO NOT POWER FROM POS CIRCUIT 093.00E1 1 UNIVERSAL EXHAUST HOOD FULL -CLAM GRILL 120/1 13.9 20A 1 2 C-2#12 / AP-2:17 BY KES SEE RMKS EC TO CONN. POWER TO RACEWAY FLA = 3.6 GRILL CONTROLS, 0.5 CAPTURE JET & 9.8 INDMD. EXHAUST FAN INTERLOCK 217.26E1 1 ZOOM TIMER 120 1 / 6.0 20A 1 2"C-2 121G / CP:10 2 IG4700 () 7'-6" 096.21 E1 2 36" NEXT GEN 3-PLATEN CLAMSHELL GRILL - ELECTRIC 208/3 21.7, 43.3 (2)50A 1-1 /2'C- 6#4 AP-3:(14,16,18)(20,22,24) AP-4:(1.3.5)(7,9.11) BY KES SEE RMKS PLUGS IN RACEWAY RECEP WITH(1)L.21-20P INTERLOCK& (2) 15-50P POWER PLUG EA GRILL 217.26E2 1 ZOOM TIMER DATA CABLE - - - - JB 7'-6" JB W/ 1-1/2- C. TO TERMINATE ABOVE CEILING W/BUSHINGS. FO DATA CABLES. SUPPLY W/ GROMMETED OPENING IN COVER PLATE 097.08E1 1 MEAT FREEZER - DOUBLE WIDE - HIGH CAPACITY - RIGHT HAND 120/1 7.0 20A - 1/2 C-2#12 AP-2:19 5-15R SEE RMKS UNIT PLUGS INTO RACEWAY RECEPTACLE 219.00E10 1 POS - RECEIPT PRINTER 120/1 ISOLATED 0.7 20A 3/4"C-2#121G SEE RMKS IG4700 SEE RMKS PROVIDE IG RECEP. IN COUNTER -MOUNTED RACEWAY, POWER FROM SAME CIRCUIT AS 215.00E12 114.00E1 1 HUMIDIFIED HOLDING CABINET 208/1 9.1 20A 1/2"C-2#12 - SEE RMKS 5'-6" PLUGS INTO OVERHEAD RECEPTACLE # 32006W(B) PROVIDED BY KES - HEIGHT TO BOTTOM OF RECEPTCLE 219.00E3 1 POS - RECEIPT PRINTER/CASHLESS 120/1 ISOLATED 0.7 20A 1/2"C-2#121G CP:4.7 SEE RMKS IG4700 2'-0` FOR RECEIPT LOCATED IN FRONT COUNTER POWER FROM CP:4 IN PRESENTER'S BOOTH CP:7 �� L.;; ° z 3 v 4o o ° .� ° r a. aai a!i ° v> ; O a o� o v • n ° 0 2 J c 0 v 3 ° 04 9 ` a +, c v o c o o cQj �^ c o o ° o c a V J v e o v a� �, ® ° o c o 0- ° c c b u, - ° cv CI% �' v 0 � y E c ° o ° ° .r x °= ° �, t 0 r N 0 s �- c ° ° J v 16 v o ."_- 0 = c v `o v � 71 °1 ° � c d O 0 O1 � = ° -v ° U L a� c °c L 7 N 7 O ♦J v o° ° y L n. o �o �'a� v o 3 0- o o v T ��` c Pi ° > > .y v.2 0 �d w o .L°. ` v ° a'3 ° °c 0 116.23E4 2 UNIVERSAL HOLDING CABINET -HIGH DENSITY 2-SIDED - PIN & SLEEVE - 208 1 / 15.2 20A 1/2 C-2#12 AP-5•(4,6)(8,10) BY KES 5'-6' PLUGS INTO OVERHEAD RECEPTACLE 32006W(B) PROVIDED BY () KES -HEIGHT TO BOTTOM OF RECEPTCLE 219.00E7 2 POS - RECEIPT PRINTER 120 1 / ISOLATED 0.7 20A 1 2"C-2 121G / ii CP:3 BY KES SEE RMKS EC TO EXTEND IG CIRCUIT TO IG4700 RECEPTACLE IN KES OUTLET CHASE. 117.3OEl 1 UHC TABLE COPL - 2 SIDED - 51 "D x 34"W - PIN&SLEEVE 120/1 2.0 20A 1/2'C-2#12 AP-5:12 BY KES 5'-6" PLUGS INTO OVERHEAD RECEPTACLE # 320C4W(Y) PROVIDED BY KES- HEIGHT TO BOTTOM OF RECEPTACLE 219.05E2 2 STICKY LABEL PRINTER 120/1 1S0LATEp 0.7 20A► 1/2"C-2#121G CP:1 BY KES SEE RMKS EC TO EXTEND IG CIRCUIT TO IG4700 RECEPTACLE IN CHASE 118.00E1 1 WING OVEN - PIN & SLEEVE 208/1 15.4 20A " 1/2 C-2#12 AP-2:(38,40) SEE RMKS 5 -6 PLUGS INTO OVERHEAD RECEPTACLE # 32006W(B) PROVIDED BY KES- HEIGHT TO BOTTOM OF RECEPTACLE 219.05E3 1 STICKY LABEL PRINTER 120/1 ISOLATED 0.7 20A 1/2'C-2#121G CP:3 IG4700 3'-2" - 118.03E1 2 WING OVEN - PIN & SLEEVE 208/1 14.9 20A 1/2"C-2#12 AP-2:(18,20)(28,30) SEE RMKS 5'-6" PLUGS INTO OVERHEAD RECEPTACLE # 32006W(B) PROVIDED BY KES- HEIGHT TO BOTTOM OF RECEPTACLE 219.05E6 2 STICKY LABEL PRINTER 120/1 ISOLATED 0.7 20A 1/2"C-2#121G CP:3 IG4700 FLUSH ON CLG - 122.27E1 1 NEXT GEN. UNIVERSAL RADLANT TOASTER -PIN & SLEEVE 208/1 25.2 30A 1/2'C-2#10 AP-5:(27,29) SEE RMKS 5'-6` PLUGS INTO OVERHEAD RECEPTACLE # 33006W(B) PROVIDED BY KES- HEIGHT TO BOTTOM OF RECEPTACLE 219.06E1 220.00El 1 1 LABELING SYSTEM POS - COIN DISPENSER 120 1 / ISOLATED 120/1 ISOLATED 2.0 0.75 20A 20A 1 2"C-2 121G / i 1/2"C-2#121G CP:4 CP:7 IG5261 IG4700 2'-0" 2'-0" - 122.28E2 1 NEXT GEN. UNIVERSAL CONTACT TOASTER -PIN & SLEEVE 208/1 25.2 30A 1/2"C-2#10 KES BREAKER PANEL SEE RMKS SEE RMKS PLUGS INTO KES RACEWAY RECEPTACLE 123.36E1 1 ECU TABLE - COPL 208/1 4.9 15A SEE RMKS KES BREAKER PANEL SEE RMKS SEE RMKS PLUGS INTO KES OUTLET CHASE. 221.09E1 1 0/0 EQUIPMENT RACK 120/1 ISOLATED 4.0 20A 1/20C-2#121G CP:31 IG5262 8'-O" - 123.37E1 1 BREAKER PANEL- 125 AMP - 1 PHASE - EQUIPMENT MOUNTED 120-208 1 / SEE RMKS 125A " 1-1/2C -3#1 MDP:11 _ EC TO EXTEND AND CONNECT ELECTRICAL SERVICE. HARDWIRE TO KES BREAKER PANEL 221.09E2 1 0/0 EQUIPMENT RACK DATA CABLE - - 2' C - 4x4x4 PB 8'-0" EXTEND 2" CONDUIT ABOVE CLG. W/ BUSHING FOR DATA CABLES 123.4OE1 1 PREP TABLE - HD - 2-SIDED COPL - 38"D x 83 1 /2" - PIN & SLEEVE W/ REF. 120/1 10.0 20A SEE RMKS KES BREAKER PANEL SEE RMKS SEE RMKS PLUGS INTO KES OUTLET CHASE. 222.01 El 1 TIME CLOCK 120/1 ISOLATED 0.5 20A 1 /2'C-2#121G CP:28 IG4700 4'-0' - 125.00E2 2 RAPID BUN STEAMER 208/1 14.3 30A 1/2`C-2#10 KES BREAKER PANEL SEE RMKS SEE RMKS PLUGS INTO KES RACEWAY RECEPTACLE 222.01E2 1 TIME CLOCK DATA CABLE - - - - JB 4'-0" EXTEND 1" CONDUIT ABOVE CEILING 130.00E3 2 COMBI OVEN 20$/3 15.1 30A 1/2'C-3#10 AP-4:(2.4.6)(8 10,12) ' BY KES SEE RMKS EC TO EXTEND CIRCUIT TO L43OR9 RECEPTACLE IN CHASE 223.07E7 1 WASHER 120/1 8.0 15A w 1/2 C-2#12 AP-1:13 5-15R 3 -6 " - 131.00E1 1 BISCUIT OVEN 208/3 21.0 30A 1/2"C-3#10 AP-3:(8,10,12) SEE RMKS 2'-0' INSTALLED BY EC REQUIRES 2 1/2' MIN. JB DEPTH 225.03E3 2 OFFICE PACKAGE/DESK UNIT 120/1 ISOLATED 10.0 20A w 1/2 C-2#121G CP:20.22 IG5262 4 -6 FOR MONITOR. PRINTER AND THIN CLIENT 143.02E1 1 BISCUIT DOUGH MIXER - 12 QUART 120/1 6.2 20A 1/2"C-2#12 AP-2:3 5-20R 1'-6" - 152.05E1 1 WAREWASHER 120/1 11.4 20A 1/2'C-2#12 AP-5:33 5-20R 6'-p" - 225.03E4 1 OFFICE PACKAGE/DESK UNIT DATA CABLE - - - - 4x4x4 PB 4'-6" EXTEND 2 1/2" CONDUIT ABOVE CLG. W/BUSHING FOR DATA CAB 163.02E1 4 REMOTE ANSUL PULL - - - - - JB SEE DETAILS 4" OCTAGONAL, RACO #165 OR EQUAL MUST BE USED. 237.00E2 237.00E4 1 1 PIE DISPLAY PIE DISPLAY 120/1 120/1 4.7 4.7 20A 20A 1/2'C-2#12 1/2"C-2#12 AP-5:24 AP-5:26 5-20R BY KES 5'-5" SEE RMKS - EC TO EXTEND CIRCUIT TO KES OUTLET IN CHASE 171.01El 1 WALK-IN COOLER / FREEZER FLOORLESS 120/1 10.00 20A 1/2"C-2#12 AP-2:14,16 JB FLUSH ON CLG JB FOR LIGHTS & ]DOOR HEATER- UNSWITCHED LIGHT TO BE IN BOTH COOLER & FREEZER,EC TO CONNECT POWER 700.06E1 1 WATER HEATER - ELECTRIC - 54KW 208/3 150 200A 2"C-3#3/0 MDP:13 JB SEE RMKS EC TO VERIFY JS HEIGHT IN FIELD - EC TO PROVIDE PADLOCKAB DEVICE AT CCT BRKR PER NEC 422.31 171.01 E2 1 WALK-IN COOLER / FREEZER FLOORLESS - - - - - - VIF EC TO FURNISH & INSTALL CONDUIT,WIRE & LIGHT FIXTURES& OTHER DEVICES INSIDE COOLER/FREEZER BOX 700,09E1 1 ECONOMY OEP BOX W/MOUNTING HARDWARE - - - - - BY KES SEE RMKS CEILING MOUNTED 700.10E1 1 BULK OIL SYSTEM 120/1 7.2, 10.0 (2) 20A 1/2"C- 2#12 AP-2:15.27 (2)5-20R 8'-0" PROVIDE DOUBLE DUPLEX WALL PLATE. FOR OIL PUMP AND RECIRCULATION HEATING SYSTEM 174.00E1 1 REMOTE CONDENSING UNIT 208/3 41.0 50A 1 "C-3#6 MDP:11 JB VIF TERMINATE PWR CONDUCTORS TO REMOTE COND UNIT FUSIBLE DISC SWITCH, IF MASTER-BILT USE 70A BKR & #4 CONDUCTORS 93 a4 c O M N - o N c �' ® N o 00 N O _ 700.1OE2 700.1OE3 700.11El 1 1 1 BULK OIL SYSTEM BULK OIL SYSTEM OEP UTILITY PANEL W/ MOUNTING HARDWARE - STATIC BOX 120/1 PHONE BOX - 6.9 - - 20A - - 1/2"C-2#12 - - AP-5:25 - - 5-20R RJ-11C JACK - 1'-6" 8'-0' SEE RMKS FOR GRILL GREASE PUMP TELEPHONE LINE FOR TELEMETRY SYSTEM SUPPLIED WITH RECEPTACIES,fTEM MOUNTS ON CEILING 174.00E2 1 REMOTE CONDENSING UNIT LOW VOLT WIRES - - - - - VIF L V WIRES CONNECT MAC UNIT TO EVAPS & SHALL BE ROUTED IN SEALTITE WHERE EXPOSED TO WEATHER 175.11El 1 COOLER EVAPORATOR 208/1 - SEE RMKS 1/2"C-2#12 PWR BY MAC UNIT JB FLUSH ON CLG IF MAC UNIT IS NOT USED, PROVIDE A 20A CIRCUIT 175.11 E2 1 COOLER EVAPORATOR LOW VOLT WIRES - - - - - FLUSH ON CLG L V WIRES CONN MAC UNIT TO EVAPS & SHALL BE ROUTED SEPARATELY FROM POWER CONDUCTORS 701.01 El 2 HAND DRYER 120/1 9.1 20A 1 /2"C-2#12 AP-6:2.4.6.8 JB SEE RMKS INSTALL JB AT A MOUNTING HGT. THAT RESULTS IN DRYER BOTTOM EDGE TO BE AT 44" AFF. 176.21El 1 FREEZER EVAPORATOR 208/1 - 30A SEE RMKS 1/2"C-2#10 PWR BY MAC UNIT JB FLUSH ON CLG NO CCT BREAKER REQ WITH MAC UNIT -IF FAN SHUT-OFF SW. REQ SYS PUMPDOWN RELAY MUST BE INSTALLED 701.13E1 4 DCO - GENERAL PURPOSE 120/1 1.5 20A 1/2"C-2#12 AP-1:5 5-20R 4'-6" - O N m 00 I N 701.13E14 2 DCO - GENERAL PURPOSE 120/1 1.7 20A 1/2"C-2#12 AP-1:1 5-20R 4'-6" PROVIDE USB CHARGER RECEPTACLE, HUBBELL US820X2* AND DE BOX AS REQUIRED 176.21 E2 1 FREEZER EVAPORATOR LOW VOLT WIRES - - - - - FLUSH ON CLG L V WIRES CONN MAC UNIT TO EVAPS & SHALL BE ROUTED SEPARATELY FROM POWER CONDUCTORS 701.13E2 4 DCO - GENERAL PURPOSE 120/1 1.7 20A 1/2"C-2#12 AP-1:1 5-20R 3'-6" PROVIDE USB CHARGER RECEPTACLE, HUBBELL US820X2* AND DE BOX AS REQUIRED 177.03E2 1 REACH -IN REFRIGERATOR -SINGLE WIDE 120/1 2.7 20A 1/2"C-2#12 AP-2:31 SEE RMKS SEE RMKS EC TO EXTEND CIRCUIT TO 5-20R RECEPTACLE IN CHASE 178.05E1 3 REACH -IN FREEZER -SINGLE WIDE 120/1 11.0 20A 1/2"C-2#12 AP-1:25,30,35 5-20R 7'-6" - 701.13E3 5 DCO �- GENERAL PURPOSE 120/1 1.5 20A 1/2"C-2#12 AP-2:6 5-20R 1'-6" - Z 181.00E1 1 REFRIGERATOR - WORK TOP - 27" WIDE 120/1 4.0 20A 1/2"C-2#12 AP-2:11 5-20R 2'-0" - 701.13E4 2 DCO - GENERAL PURPOSE 120/1 3.0 20A 1/2"C-2#12 AP-1:3 (2) 5-20R FLUSH ON CLG PROVIDE DOUBLE DUPLEX WALL PLATE Q J m p (n Q Z Q � CAI N N 0�0 3 z W _z m z J a o 0 v 0 1 m j Tv ^, N 181.13E1 1 REFRIGERATOR - SPECIALTY COFFEE- 27' WIDE 120/1 3.9 20A 1/2"C-2#12 AP-2:22 BY KES SEE RMKS EC TO EXTEND CIRCUIT TO 5-20R RECEPTACLE IN CHASE 701.13E9 6 DCO -GENERAL PURPOSE 120/1 1.5 20A 1/2"C-2#12 AP-2:42 5-20R 1'-6" 181.14E1 1 REFRIGERATOR - WORK TOP - 48" WIDE 120/1 5.0 20A 1/2"C-2#12 AP-2:8 5-20R 2'-0" - 701.14E1 1 TELEPHONE PHONE BOX - - - _ RJ-11C JACK 4 -6 _ 183.00E1 1 XRA33R REFRIGERATOR/FREEZER - 2 DRAWER BASE - w w 120/1 5.0 20A 1/2'C-212 AP-5:1 5-20R 2'-0" - 701.14E3 1 TELEPHONE PHONE BOX - - - - RJ-11C JACK 3'-6" - 701.15E1 1 DOOR BUZZER 120/1 .5 20A 1/2"C-2#12 LP-1:16 - 8'-0' CONNECT TRANSFORMER TO POWER &ROUTE LOW VOLTAGE WIRES OVERHEAD TO DOOR BUTTON 183.02E2 1 REFRIGERATOR/FREEZER - 2 DRAWER BASE - 30" W X 30" H 120/1 5.0 20A 1 2"C-2#12 AP-5:5,7 BY KES SEE RMKS EC TO EXTEND CIRCUIT TO 5-20R RECEPTACLE IN CHASE 701.16E1 1 DOOR ALARM 120/1 .5 20A 1/2"C-2#12 LP-1:16 JB SEE RMKS JUNCTION BOX ABOVE CEILING, PROVIDE LOCKOUT ON CIRCUIT BREAKER HANDLE. 183.02E3 3 REFRIGERATOR/FREEZER - 2 DRAWER BASE - 30" W X 30" H 120/1 5.0 20A 1/2"C-2#12 AP-5:9 BY KES 5'-6` PLUGS INTO OVERHEAD RECEPTACLE # 320C4WM PROVIDED BY KES- HEIGHT TO BOTTOM OF RECEPTACLE 701.27E1 1 DCO-SATELIJTE MUSIC SYSTEM 120/1 1.0 20A 1/2"C-2#12 AP-5:30 (2) 5-20R 3'-0' PROVIDE DOUBLE DUPLEX WALL PLATE 196.05E1 1 SAFE -STANDARD BLDG. 120/1 1.0 20A 1/2"C-2#12 AP-1:7 5-20R 2'-0" PROVIDE LOCKOUT TYPE CB 701.32E1 1 REMOTE ORDER TAKER BATTERY PACK 120/1 2.0 20A 1/2"C-2#12 AP-1:9 (2) 5-20R 4'-6" PROVIDE DOUBLE DUPLEX WALL PLATE. FIELD VERIFY HEIGHT AND LOCATION WITH ACM a C" °f v► o 196.08E1 1 BOCA 120/1 ISOLATED 8.2 20A 1/2"C-2#121G CP:33 IG5262 2'-0` - 701.34E1 1 ACCESS CONTROL PANEL 120/1 2.0 20A 1/2"C-2#12 LP-1:16 JB $'-0" ROUTE LOW VOLTAGE WIRES TO DOOR BUTTON. HORN AND DOOR STRIKE AS REQUIRED 196.08E2 1 BOCA 120/1 ISOLATED 1.8 20A 1/2"C-2#121G CP:37 IG5262 2'-0" - 196.08E3 1 BOCA DATA CABLE - - 2" C - 4x4x4 PB 2'-0` EXTEND 2" CONDUIT ABOVE CLG. W/ BUSHING FOR DATA CABLES NSN#: 40871 o z = (n ROUGH -IN SCHEDULE 197.01El 1 HAND WASH TIMER 120/1 0.1 20A 1/2"C-2#12 AP-1:33 5-20R 4'-6" - 203.01 E1 1 HEAT TREAT COMBINATION SHAKE/SUNDAE MACHINEE300 208/3 13.0 30A 3/4"C-3#8 AP- 1:(18,20,22) 4x4x4 PB 1'-O" RECEP #A46OR9 BY KES. IF TAYLOR C602 IS ORDERED USE A 40A BRKR & #6 CONDUCTORS -EC MAKES FINAL CONN J-BOX(S) FOR POWER J-BOX(S) FOR DATA A w O Ti® ® ® mm w O RECEPTACLES J-BOX(S) FOR DATA 10 rt-POWER UNDERSLAB CONDUIT DESCRIPTION HBLALU57DR do IG4700 RECEPTACLE COVERPLATE WITH ORANGE, TWIST LOCK, ISOLATED GROUND DUPLEX RECEPTACLE ® [� HBLALU57DR do 5-20R FOR BAKED GOODS AND IG5262 FOR CASH RECEPTACLE COVERPLATE WITH STRAIGHT BLADE RECEPTACLE ® HBLALU57LPB COMMUNICATIONS COVERPLATE O HBLALU7620B02M290 2' SECTION OF RACEWAY. INCLUDES COUPLERS I� HBLALU7620B03M290 3' SECTION OF RACEWAY. INCLUDES COUPLERS ® HBLALU761082M2 SERVICE ENTRANCE FITTING do BUSHING FOR DATA LES HBLALU76108 BLANK END FITTING N/A HBLALU5701 COUPLER (INCLUDED WITH RACEWAY SECTION) N/A HBLALU5709 GROUND ADAPTER NOTES: 1. REFER TO SERVICE POD MANUFACTURER INSTRUCTIONS FOR EXACT PLACEMENT OF RACEWAY 2. RACEWAY AND RECEPTACLES TO BE PROVIDED WITH SERVICE POD, INSTALLED BY CONTRACTOR. 3. DETAIL SHOWN IS A TYPICAL CONFIGURATION ONLY. SITE SPECIFICS MIGHT CAUSE DEVIATIONS. 4. PART NUMBERS SHOWN REFLECT HUBBELL, SOME SUPPIERS MAY USE WIREMOLE EQUIVALENT. 1 \SERVICE POD RACEWAY DETAIL E-3.1 NOT TO SCALE REMOTE ANSUL PULL STATION FOR REFERENCE C 0 - ANSUL INSTALLER I I 6" 6" Q 4" 4" � z m � d T M 10 CEILING M FINISHED IOORED 1/2" CONDUIT NIPPLE W/ FLARED INLET 2FLOODLIGHT MOUNTING DETAIL E-3.1 NOT TO SCALE TWO PIECE COMPRESSI COUPLING .❑ 0 R o Z T Q 4x4 OCTAGON OR ROUND BOX o t'{ a GG77 tD w I r.uj U) .NOTES: 1. ANSUL INSTALLER SHALL INSTALL CONDUIT AND PULLEY ELBOWS ABOVE CEILING AND TO KITCHEN EQUIPMENT. 2. ELECTRICAL CONTRACTOR SHALL TYPE INSTALL BOX AND TERMINATE CONDUIT ABOVE CEILING. THE CONDUIT SHALL BE 18" ABOVE CEILING OR 6" ABOVE BOTTOM CHORD OF JOIST WHICH EVER IS LOWER. t 3. ALL CONDUIT ENDS SHALL BE DEBURRED INSIDE AND OUT. 4. TABS SHALL BE IN ORIENTATION SHOWN FOR WORDING ON COVER TO BE RIGHT SIDE UP. GENERAL ELECTRICAL NOTES: INSTALLATION METHODS: M1. ALL ELECTRICAL MATERIAL USED ON THIS PROJECT SHALL BE "UL" LISTED AND LABELED. M2• ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF GYP BOARD/PLYWOOD. THE EC SHALL MAKE NECESSARY DIMENSIONAL ALLOWANCES. ALL DIMENSIONS SHOWN ARE TO CENTER LINE OF OUTLET BOX AND/OR RECEPTACLE UNLESS NOTED OTHERWISE. M3. ALL J-BOXES, DCOs, AND OTHER ELECTRICAL DEVICES SHOWN SHALL BE RECESSED INTO A WALL, FLOOR OR CEILING UNLESS SPECIFICALLY NOTED OTHERWISE. M4. ALL RECEPTACLES (EXCEPT SPECIFIED HUBBELL PIN & SLEEVE TYPES) SHALL BE FURNISHED BY THE EC. THE RECEPTACLES INCLUDING PIN AND SLEEVE TYPE SHALL BE INSTALLED BY THE EC. M5. EC SHALL PROVIDE STAINLESS STEEL COVER PLATES ON ALL RECEPTACLES AND J-BOXES. ADDITIONALLY, EC SHALL PROVIDE ORANGE NYLON COVER PLATES MARKED "COMPUTER ONLY" ON ALL ISOLATED GROUND/DEDICATE CIRCUIT RECEPTACLES. PURCHASE PJ8CO (ONE DUPLEX) OR PJ82CO (TWO DUPLEX) FROM HUBBELL. M6. ROUGH -INS FOR OPTIONAL EQUIPMENT ARE SHOWN ON THESE SHEETS. EC SHALL VERIFY WITH McDONAL.D'S PROJECT MANAGER WHICH OPTIONAL EQUIPMENT IS TO BE INCLUDED AND INSTALL OPTIONAL ROUGH -INS AS REQUIRED. PRICING FOR OPTIONAL ROUGH -INS SHALL BE INCLUDED IN BID AND CALLED OUT AS OPTIONAL. M7. EC SHALL COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER, MECHANICAL CONTRACTOR AND GC FOR FINAL LOCATIONS AND CONNECTION REQUIREMENTS OF ALL EQUIPMENT PRIOR TO INSTALLATION OF ANY CONDUIT AND/OR STUB -UP LOCATIONS. M8. CEILING MOUNTED ECONOMY OEP BOX IS FURNISHED BY McDONALD'S, AND INSTALLED BY THE GC. CORD AND PLUG SET FURNISHED BY KES AND INSTALLED BY THE EC. M9. FOR GRILLS, FRYERS, AND ANSUL SYSTEMS, EC SHALL EXTEND CONDUIT AND CONDUCTORS DOWN CHASE OR WALL TO TERMINAL BLOCK MOUNTED ON EQUIPMENT AND MAKE FINAL CONNECTIONS TO TERMINAL BLOCKS. M10. ALL HOLES IN THE FRONT COUNTER FOR THE POS CORDS AND CABLES SHALL BE LOCATED BY OWNER AND DRILLED BY GC. M11. ALL ELECTRICAL CONDUCTORS SHALL BE CONNECTED TO RECEPTACLES USING ONLY THE TERMINAL SCREWS. RECEPTACLE BACK WIRE/QUICK CONNECTIONS SHALL NOT BE USED. M12. EC SHALL PROVIDE 208V HEAT TRACE ON THE FREEZER EVAPORATOR CONDENSATE DRAIN LINE. HEAT TRACE SHALL OPERATE CONTINUOUSLY. EC SHALL WIRE HEAT TRACE TO FREEZER EVAPORATOR POWER SUPPLY. A SEPARATE CIRCUIT FOR HEAT TRACE IS NOT REQUIRED. VERIFY HEAT TRACE REQUIREMENTS WITH EVAPORATOR MANUFACTURER M13. POWER AND CONTROL CORDS ARE FURNISHED WITH KITCHEN APPLIANCES. THE EC SHALL CONNECT CORD SETS TO APPLIANCES AS REQUIRED. M14. GC SHALL NOT INSTALL CEILING TILE IN AREAS OF THE BEVERAGE BAR REFRIGERATION LINES AND EQUIPMENT PENETRATION LOCATIONS UNTIL THE LINES HAVE BEEN INSTALLED. THE CEILING TILE INSTALLER SHALL RETURN AND INSTALL THE TILES AFTER THE REFRIGERATION LINES HAVE BEEN INSTALLED AND TESTED. UTILITIES: U1. INCOMING SERVICE SHALL BE 208Y/120V, 3 PHASE, 4 WIRE. ANY DEVIATIONS TO THIS SERVICE TYPE SHALL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY McDONALD'S. U2. THE EC SHALL ARRANGE WITH THE ELECTRIC, TELEPHONE, AND OTHER UTILITY COMPANIES FOR INCOMING SERVICE REQUIREMENTS AND SHALL INCLUDE ALL COSTS IN BASE BID. U3. THE EC SHALL VERIFY EXACT METHODS AND REQUIREMENTS FOR ELECTRICAL SERVICE WITH LOCAL UTILITY COMPANY. CURRENT TRANSFORMERS SHALL BE INSTALLED OUTSIDE RESTAURANT, LOCATE INSIDE ONLY IF REQUIRED BY UTILITY COMPANY OR LOCAL AUTHORITIES. U4. PROVIDE CONCRETE PAD IF TRANSFORMER IS LOCATED ON GRADE AND PROVIDE SECONDARY SERVICE FEEDER AND CONDUITS TO PANEL MDP AS PER LOCAL UTILITY REQUIREMENTS. U5. THE EC/GC/ACM SHALL OBTAIN AVAILABLE SHORT CIRCUIT CURRENT FROM THE LOCAL UTILITY COMPANY. THE EC/GC/ACM SHALL ADVISE IN WRITING (FAX SUPPLIER THE UTILITY LETTER) THE AVAILABLE AMOUNT OF FAULT CURRENT. THE PANEL.BOARD SUPPLIER SHALL BE RESPONSIBLE TO VERIFY THAT THE ELECTRICAL EQUIPMENT SHIPPED HAS APPROPRIATE ELECTRICAL RATINGS WHICH ARE EQUAL TO OR GREATER THAN THE AVAILABLE AMOUNT OF FAULT CURRENT AT THE SITE. U6. EC AND ACM OR OWNER/OPERATOR AND ACM SHALL COORDINATE WITH LOCAL PHONE COMPANY TO PROVIDE A 10 PAIR (OR MORE) COPPER TELEPHONE CABLE FROM THE TELEPHONE UTILITY EASEMENT TO THE RESTAURANT TELEPHONE DEMARCATION POINT. IF THE TELEPHONE PANEL/BOX IS LOCATED INSIDE THE RESTAURANT, EC SHALL PROVIDE (2) EMPTY 3/4" CONDUITS FROM THE TELEPHONE PANEL/BOX UP TO ABOVE THE CEILING FOR FUTURE TELEPHONE CABLE INSTALLATION. ADDITIONALLY, THE EC SHALL PROVIDE AN EMPTY 3/4" CONDUIT FROM THE TELEPHONE PANEL/BOX TO THE LOCATION OF THE FUTURE INTERNET SERVER (VERIFY LOCATION WITH PM). EC SHALL CONNECT, INSTALL AND INCORPORATE ALL OTHER REQUIREMENTS NECESSARY FOR COMPLETE AND OPERATIONAL TELEPHONE SYSTEM(S) FOR THIS SITE. THE REMAINING UNUSED TELEPHONE CONDUCTOR PAIRS SHALL BE CAPPED AND LEFT IN PLACE FOR FUTURE USE. THE TELEPHONE PANEL/BOX SHALL BE GROUNDED AS SHOWN IN THE "BUILDING ELECTRICAL GROUNDING DETAIL" U7• EC SHALL PROVIDE A 4" SCHEDULE 40/80 PVC CONDUIT THAT IS SUITABLE FOR DIRECT BURIAL FROM BUILDING TO UTILITY EASEMENT/ROW IN UTILITY CABLING/CONDUIT TRENCH PROVIDED BY GC. CONDUIT SHALL RUN FROM INCOMING TELCOM LOCATION AT BUILDING TO TELECOM PEDESTAL LOCATION IN UTILITY EASEMENT/ROW. VERIFY EXACT LOCATIONS IN FIELD WITH AREA CONSTRUCTION MANAGER AND TELECOM UTILITY PROVIDER PRIOR TO INSTALLATION. INSTALLATION NOTES: 1. IF TELCOM CONDUIT IS TERMINATED WITHIN BUILDING, PVC SHALL TRANSITION TO HWG/RMC TYPE CONDUIT PRIOR TO RISING ABOVE FINISHED SLAB. 2. PROVIDE THERMOPLASTIC BUSHINGS AT BOTH ENDS OF CONDUIT FOR CABLING PROTECTION. 3. IF 90 DEGREE BENDS ARE REQUIRED, CONTRACTOR SHALL PROVIDE WIDE SWEEPING BENDS TO PREVENT BENDING/DAMAGE TO CABLE 4. ALL COMMUNICATIONS CABLING SHALL BE PULLED VIA THIS CONDUIT. 5. INSTALL A MINIMUM OF 6 PULL WIRES IN CONDUIT TO ALLOW FOR THE INSTALLATION OF FUTURE CABLING. USE NON -DEGRADING POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE OR #12 AWGT SOLID COPPER CONDUCTORS WITH NOT LESS THAN 200 L-BF TENSILE STRENGTH. PROVIDE AT LEAST 12 INCHES OF SLACK AT EACH END OF PULL WIRE. 6. AFTER INSTALLATION OF COMMUNICATIONS CABLING AND PULLSTRINGS/WIRES, CONTRACTOR SHALL SEAL BOTH ENDS OF CONDUIT TO PREVENT INTRUSION FROM WEATHER, RODENTS, DEBRIS, ETC. SEAL SHALL BE OF TYPE TO ALLOW FOR REMOVAL FOR INSTALLATION OF FUTURE CABLING CONDUIT AND WIRE: W1. THE FOLLOWING WIRING METHODS SHALL NOT BE USED: NON-METALLIC SHEATHED CABLE (ROMEX, NM, NMC, & NMS), ARMORED CABLE TYPE AC (BX). ELECTRICAL NON-METALLIC TUBING, TYPE ENT (SMURF-TUBE). W2. CONDUIT RUNS MAY BE COMBINED EXCEPT WHERE ISOLATED GROUNDS ARE USED. IG CIRCUITS SHALL BE RUN IN SEPARATE CONDUITS. ALL HOME RUNS SHALL BE SIZED BASED ON DERATED CONDUCTOR AMPACITIES AND INCREASE CONDUIT AND WIRE SIZE AS REQUIRED BY NEC SECTION 310 REQUIREMENTS. W3. CONDUIT SHALL HAVE A MAXIMUM OF 4 BENDS WITHOUT A JUNCTION BOX TO PREVENT DAMAGE TO CABLE DURING PULLING. THE EC SHALL PIGTAIL #12 PULL WIRE AT EACH END FOR INSTALLER TO PULL CABLE. ALL LOW VOLTAGE CONDUIT STUB -UPS SHALL BE PROVIDED WITH A BUSHING. W4. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERWISE. MINIMUM CONDUIT SIZE SHALL BE 1/2" UNLESS NOTED OTHERWISE. WIRES INSTALLED UNDERGROUND OR OUTDOORS SHALL BE THW. W5. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID COPPER. CONDUCTORS #8 AND LARGER SHALL BE STRANDED COPPER. ALUMINUM CONDUCTORS SHALL NOT BE UTILIZED FOR FEEDER OR BRANCH CIRCUIT DISTRIBUTION. W6. RACEWAYS SHALL BE ANY OF THE FOLLOWING MATERIALS, INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES: OUTDOORS: (FOR SPECIFIC APPLICATIONS AND APPROPRIATE FITTINGS, SEE TABLE WO 1. EXPOSED: RMC, IMC. 2. CONCEALED: RMC, IMC. 3. BELOW GRADE, SINGLE RUN: RNC, RMC. 4. BELOW GRADE, GROUPED: RNC, RMC. 5. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID. OR MOTOR -DRIVEN EQUIPMENT): LFMC. 6. BOXES AND ENCLOSURES: NEMA 250, TYPE 3R OR 4. INDOORS: (FOR SPECIFIC APPLICATIONS AND APPROPRIATE FITTINGS, SEE TABLE W6) 5. FINAL HEIGHT AND LOCATION TO 1. EXPOSED: EMT, IMC. BE DETERMINED BY AUTHORITY HAVING JURISDICTION. 2. CONCEALED: EMT, IMC. (CONTINUED ON TOP) 3. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID, OR MOTOR -DRIVEN EQUIPMENT): FMC; EXCEPT USE LFMC IN DAMP OR WET LOCATIONS. 4. DAMP OR WET LOCATIONS: RIGID STEEL CONDUIT. 5. BOXES AND ENCLOSURES: NEMA 250, TYPE 1, EXCEPT AS FOLLOWS: A. DAMP, WET OR KITCHEN LOCATIONS: NEMA 250, TYPE 4, STAINLESS STEEL TABLE W6: LOCATION 208V. 48OV. LOW ENERGY* EXPOSED INDOORS < 1 " EMT COMPRESS. FIGS IMC THREADED FTGS EMT COMPR. FIGS >1.25" IMC THREADED FIGS OUTDOORS RMC OR IMC THREADED FIGS RMC OR IMC THREADED FIGS RMC OR IMC THREADED FTGS WALLS <2" EMT SET SCREW FTGS <2" EMT SET SCREW. FIGS EMT >2.5" IMC THREADED FIGS >2.5" IMC THREADED FIGS 1 /2"- 2" SET SCREW FTGS 2.5" - 4" COMPR. FTGS AIR HANDLING <2" EMT COMPR. FTGS 2" EMT COMPR. FTGS < >2.5" EMT COMPR. FTGS CEILING/SPACE >2.5" IMC THREADED. FIGS IMC THREADED. FTGS NON AIR <2" EMT SET SCREW FIGS <2" EMT COMPR. FIGS >2.5" EMT HANDLING >2.5" IMC THREADED. FIGS IMC THREADED. FIGS 1 /2" - 2" SET SCREW FIGS CEILING/SPACE 2.5"- 4" COMPR. FTGS BELOW GRADE INTERIOR IMC THREADED FTGS OR IMC THREADED FIGS IMC THREADED FIGS SCHEDULE SCHEDULE 40 OR 80 PVC 1 1 40 OR 80 PVC EXTERIOR I ORHEDULE 40 OR RMC THREADEDBFT SC I RMCEDULE 40 OR 80 THREADED FTGS PVC OR I RMCEDULE 40 THREADEDOR 80 FTGS PVC OR W7. ALL CONDUITS PENETRATING THE FREEZER/COOLER BOX SHALL BE SEALED IN COMPLIANCE NEC SECTION 300 AND THE FREEZER/COOLER BOX MANUFACTURERS REQUIREMENTS. W8. PROVIDE THREE (3) 3/4" EMPTY CONDUITS FROM PANEL LP-1 UP TO THE CEILING SPACE AND CAP FOR FUTURE USE. GROUNDING: G1. ALL BRANCH AND FEEDER CIRCUITS SHALL BE GROUNDED BY TWO METHODS. THE FIRST METHOD SHALL INCLUDE AN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR CONTAINED WITHIN THE SAME CONDUIT AS THE PHASE CIRCUIT CONDUCTORS AND SIZED PER NEC SECTION 250 REQUIREMENTS. THIS INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL HAVE ONE END PROPERLY TERMINATED AT THE EQUIPMENT GROUND BUS IN THE CORRESPONDING CIRCUIT BREAKER PANEL, AND THE OTHER END TERMINATED AT THE GROUNDING CONTACT OF A GROUNDING RECEPTACLE AND TO THE JUNCTION BOX OR TO AN EQUIPMENT CABINET, AS APPLICABLE. THE SECOND METHOD PROVIDES EQUIPMENT GROUNDING VIA METAWC CONDUIT THAT IS CONNECTED AND TERMINATED IN FITTINGS LISTED FOR GROUNDING PER NEC SECTION 250 REQUIREMENTS. BOTH GROUNDING METHODS ARE REQUIRED IN A MCDONALD'S RESTAURANT. ISOLATED GROUND SHALL BE INSTALLED WHERE INDICATED ON PLAN AND AS SHOWN IN POS ISOLATED GROUND/DEDICATED CIRCUIT DETAIL ON SHEET E4.2. G2. THE BUILDING GROUNDING SYSTEM SHALL COMPLY WITH NEC ARTICLE 250, MCDONALD'S SPECIFICATIONS, AND SHEET E4.2. CAUTION: IT IS A SAFETY HAZARD AND AN NEC VIOLATION TO HAVE ANY NEUTRAL TO GROUND CONNECTIONS BEYOND THE MAIN ELECTRICAL DISCONNECT MEANS. MCDONALD'S GROUNDING STANDARDS PURPOSELY EXCEED THOSE GIVEN BY THE NEC. THE EC SHALL PROVIDE A BUILDING G3. EC SHALL REFER TO "POS ISOLATED GROUND/DEDICATED CIRCUIT DETAIL, SHEET E4.2, FOR REQUIRED WIRING REQUIREMENTS OF COMPUTER PANEL CP. G4. METAL RACEWAYS CONTAINING A GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED AT BOTH ENDS AS REQUIRED BY NEC SECTION 250 REQUIREMENTS. TEMPERATURE CONTROLS: T1. REMOTE TEMPERATURE SENSORS: EC SHALL PROVIDE 1/2" CONDUIT FROM JUNCTION BOX ABOVE CEILING DOWN TO SENSOR MOUNTED AT 4'-0" TO 4'-6" AFF. T2. SEE DETAIL ON SHEET M3.0. FOR SENSOR MOUNTING DETAIL. LOCATION OF WALL MOUNTED TEMPERATURE SENSORS ARE SHOWN ON SHEET M1.2 AND E2.0. 173. WHEN WIRING FOR PROGRAMMABLE THERMOSTATS AND REMOTE SENSORS IS NOT IN A CONDUIT, THE WIRING SHALL BE RUN TO THE UNDERSIDE OF THE ROOF DECK. NONE OF THE WIRING SHALL BE ROUTED OVER FLUORESCENT BALLASTS, POWER BOXES OR IN A CONDUIT WITH LINE VOLTAGE WIRING AS ELECTRICAL INTERFERENCE (NOISE) WILL CAUSE ERRATIC CONTROL OPERATION. ALL THERMOSTATS SHALL BE MOUNTED 4'-0" AFF. FLAT PANEL TELEVISIONS: TV1. EC SHALL PROVIDE A DUPLEX RECEPTACLE AND A LOW VOLTAGE BROADBAND CONNECTION FOR THE INSTALLATION OF FLAT PANEL TELEVISIONS. COORDINATE EXACT LOCATIONS WITH DECOR COMPANY. FOR BROADBAND CONNECTION. EC SHALL PROVIDE A 4 X 4 BOX WITH A 3/4" CONDUIT STUB -UP WITH A BUSHING INTO ACCESSIBLE CEILING SPACE. ELECTRICAL PANELS: E1. THE EC SHALL BE RESPONSIBLE FOR BALANCING THE LOADS ON ALL PANELS. E2. THE EC SHALL PROVIDE ELECTRICAL SERVICE TO THE EQUIPMENT MOUNTED BREAKER PANEL. SEE ELECTRICAL ROUGH -IN PLAN AND SCHEDULE FOR ALL REQUIREMENTS. E3. THE EC SHALL BE RESPONSIBLE FOR THE PROPER IDENTIFICATION AND LABELING OF ALL CIRCUIT BREAKERS. EACH PANEL SHALL BE PROVIDED WITH AN ACCURATE TYPEWRITTEN CIRCUIT DIRECTORY AT THE CONCLUSION OF THE PROJECT AND PRIOR TO RESTAURANT OPENING. SECURITY AND DRIVE-THRU CAMERAS: S1. EC TO PROVIDE ELECTRICAL POWER AND COMMUNICATION CONDUITS FOR BUILDING MOUNTED SECURITY AND DRIVE THRU CAMERAS. COORDINATE FINAL LOCATIONS WITH SECURITY AND DRIVE THRU CAMERA INSTALLERS. LIGHTING: L1. PROVIDE A WEATHERPROOF JUNCTION BOX IN PARAPET FOR FASCIA SIGN. FINAL CONNECTION BY OTHERS. L2. COORDINATE THE LOCATION OF JUNCTION BOX (IN THE WALL) WITH THE OPENING IN TREWS (FOR THE LIGHT FIXTURE WIRES). THE LOCATION OF THE JUNCTION BOX AND THE OPENING IN THE TREWS SHALL BE ALIGNED FOR THE LIGHT FIXTURE TO BE INSTALLED PROPERLY. COORDINATE INSTALLATION OF JUNCTION BOX AND ANY NECESSARY OPENINGS IN TREWS WITH GC AND TREWS/CANOPY MANUFACTURER. SEE LIGHT FIXTURE INSTALLATION INSTRUCTIONS FOR REQUIREMENTS REGARDING MOUNTING BRACKETS FOR USE IN C-CHANNEL TRELLISES. L3. EC SHALL FIELD VERIFY THAT LIGHT FIXTURES DO NOT OBSTRUCT OR CONFLICT WITH THE WORK OF OTHER TRADES. IF A DISCREPANCY IS FOUND, THE EC SHALL IMMEDIATELY NOTIFY THE GC BEFORE THE THE INSTALLATION OF SUCH FIXTURE(S). EC SHALL COORDINATE LOCATIONS OF ALL LIGHT FIXTURES IN DINING AREA WITH FINAL SEATING AND DECOR PLANS. L4. IF PC-POS CASH REGISTER SYSTEM IS INSTALLED, EC SHALL RELOCATE FIXTURES ABOVE FRONT COUNTER TO AVOID GLARE ON THE CASH REGISTER SCREENS. EC SHALL INSTALL CABLE WHIP TO FIXTURES SO THAT FIXTURE MAY BE RELOCATED FOUR FEET WITHOUT DISCONNECTING CABLE WHIP. L5. EC SHALL COORDINATE LOCATION OF ALL EXTERIOR LIGHTS TO AVOID INTERFERENCE WITH ANY CORBELS. TRUSSES, BEAMS' OR OTHER SPECIAL EXTERIOR TREATMENTS. INSTALL LIGHT FIXTURES WITH CORRECT ORIENTATION PER MANUFACTURER'S INSTRUCTIONS L6. THE USE OF INTERLOCK TYPE "MC" CABLE IN LENGTHS OF 6 FEET OR LESS (WHERE PERMITTED BY LOCAL CODES) SHALL BE ALLOWED FOR WIRING TO INTERIOR LIGHTING FIXTURES. "ROMEX" OR "BX" SHALL NOT BE USED. L7. EC SHALL VERIFY THAT NOT MORE THAN 3% VOLTAGE DROP EXISTS FROM THE LIGHTING PANEL TO ANY EXTERIOR LIGHTING FIXTURE OR SIGNAGE BALLAST. L8. WHERE MCDONALD'S RESTAURANT HAS A PLAYPLACE, THE EC SHALL COORDINATE EXACT LOCATION OF PLAYPLACE LIGHTING WITH PLAYPLACE TOY VENDOR FOR MAXIMUM ILLUMINATION AND SAFETY PER THE FINAL LOCATION OF THE PLAYPLACE TOY. LIGHTING FIXTURES SHALL NOT BE MOUNTED TO THE TOY OR ANY PART OF THE TOY STRUCTURE. L9. EC SHALL VERIFY ALL TAP SETTINGS FOR H.I.D. LIGHTING FIXTURES AND MAKE ANY NECESSARY CORRECTIONS PRIOR TO INSTALLATION. m z O a U in w 0 Q .9 ��111tllll//// T. 0 VZ`.•v�GEkgF NO 12 A � STAT OF , w . 0 tV 2023.08.11 11:53:50-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.11.2023 DATE W H V LA o Q a N U- ti Q z cm � O LO ni J W ODD � J W ®, � Z W 2 ini W O w a ti M a v U 4L) r ° N v_ U aaai�pvi- Iuov 0 32 J 0 `0 mv° ao 03 E°�N p y CL U C 41 L Lo0 'U- r+Ot Cp N� 0C O wCUspcCIO. 0.0 p yO p> 3r v N ® U C -r C Off+c 0 6 ',,).20 c 0 �to� 0vc ' W cc�Cla v C ++ N v^ I O ^ai E U C C CU000 p 0r X. Vj O U C O L N `uV 2 V aa �?r2•t, p N 0 0 2- Nw- ow (434 V) QpL .0 O•U L= r_ on-4%, ,E U Q 7 N 7 0 C 0 a V) V y -0 O ° CO.��c_a, p fi 0 o"o-0; a v ai �� v 0 0 U° 7 0 0.9 U L 0+=. O N F- a3 cr_ W IL � o 0 80 '�� Lj o ON 00 N o N Cl = 0 W N O N m m C� z_ 0 _I m 3 0 Z W p > 0 z m (n L c E O N O 00 UCN N N N n 4l 0 I NSN#: 40871 z E3. 1 in w c' NOTES & DETAILS SEQUENCE OF OPERATION: 1 • TURNING 'ON" ANY PIECE OF COOKING EQUIPMENT UNDER A HOOD WILL TURN ON THE EXWIUST FAN AND ASSOCIATED RTU PROVIDING MAKEUP AIR FOR THAT HOOD. 2• TURNING "OFF' THE LAST PIECE OF COOKING EQUIPMENT UNDER A HOOD WILL TURN OFF THE EXHAUST FAN FOR THAT HOOD. 3. IF THE ANSUL SYSTEM SHOULD DISCHARGE WHILE THE COOKING EQUIPMENT AND EXHAUST FAN ARE OPERATING, THE COOKING EQUIPMENT WILL BE SHUT OFF, BUT THE EXHAUST FAN WILL CONTINUE TO RUN AND WILL FORCE THE ROOFTOP UNITS INTO A "SCHEDULED" MODE 4. THE ANSUL SYSTEM MUST BE RECHARGED AND MANUALLY RESET BEFORE THE COOKING EQUIPMENT WILL MAIN BE ABLE TO OPERATE. 5. THE ON/OFF SWITCH ON THE EXHAUST FAN IS NORMALLY KEPT IN THE -ON" POSITION. IF IT IS TURNED OFF FOR SERVICE, THE COOKING EQUIPMENT WILL TURN OFF AND NOT BE ABLE TO OPERATE UNTIL THE EXHAUST FAN ON/OFF SWITCH IS AGAIN TURNED ON. COOKING EQUIPMENT EXHAUST FAN MAKE UP PROVIDED BY EF/1 RTU-3 EF/2 RTU-1 EF/3 RTU-2 NOTE RTU ASSOCIATED WITH EACH EXHAUST FAN BASED ON PROTOTYPICAL VALUES ONLY. VERIFY THAT EXHAUST FAN ACTIVATES THE CORRESPONDING RTU TO PROVIDE AN ADEQUATE AMOUNT OF MAKEUP AIR. 1 \TYPICAL MAKEUP -3.2 FOR REFERENCE ONLY APPLIANCE CONTROL CONTACTOR CLAMSHELL ioYi i i0 GRILL !irml 30 10 INTERLOCK DIAGRAM LEGEND • TERMINAL BLOCK IN CHASE CTB - CHASE TERMINAL BLOCK. PROVIDED AND INSTALLED BY KITCHEN EQUIPMENT SUPPLIER ETB - EQUIPMENT TERMINAL BLOCK EFCR - EXHAUST FAN CONTROL RELAY. PROVIDED BY CONTRACTOR. IGR - INTERNAL GRILL RELAY PROVIDED WITHIN GARLAND GRILLS MS - ANSUL MICROSWITCH PROVIDED BY KITCHEN EQUIPMENT SUPPLIER CONTROL CORD PLUG & RECEPTACLE FIELD WIRING CONTROL CORD/INTERNAL WIRING ---- FACTORY WIRING EQUIPMENT OR ENCLOSURE EXHAUST FAN SCHEDULE REVISED: 6/18 CIRCUIT LAG 'I I 1 1 L �I r r �� FRYER riT2131 NI ETB GARLAND00, TAYLOR CLAMSHELL GRILL GRILL 5 WIRE CONTROL CONTROL 5 WIRE CONTROL CONTROL CORD & PLUG WHT POWER CORD & PLUG POWER PROVIDED BY K.E.S. UG PROVIDED BY K.E.S. B INSTALLED BY ECINSTALLED BY ECNEMA #L21-20PNEMA #L21-20P i� CORD CAP 5-WIREORD BY Ks 5-WIRE BY KES &E-3.2 ONTROL CORD CONNECTION OR REFERENCE ONLY REVISED: 6/18 120V-10 ROOF MOUNTED EXHAUST FAN ALL MOTORS TO BE INTERNALLY THERMALLY �~ H � PROTECTED. MOTOR NOT I I - TO BE OVER 1 HP. 1 I FAN DISCONNECT SWITCH (SUPPLIED BY APPROVED JUNCTION BOX ABOVE CEILING ° F McDONALD'S FAN SUPPLIED AND INSTALLED BY MANUFACTURER) EC ROOF 1011, WH 20A-1 P BLK BKR 120 V 10 INTERLOCK NC IRCUIT (TYP. 93.00E1) CONDUIT AND WIRING BY EC CONDUIT AND WIRE BY EC CAPTURE JET DPDT ANSUL SWITCH BY KES CHASE" AUXILIARY GUTTER BLK (CONTROL & POWER BLU RECEPTACLES PROVIDED BY K.E.S. AND WIRED BY EC) n Q R BLU G �J d WHT CONTROL POWER 2 \INTERLOCK WIRING DIAGRAM F -3.2 FOR REFERENCE ONLY CONDUIT AND WIRING BY EC INTERLOCK r�_� CIRCUIT. (TYP. 20A-1P 73.00E1 OR BKR 79.23E1) N CEILING ANSUL MICROSWITCHES _BL FACTDRY WIRED TO THE _ TERMINAL STRIP AS SHOWN M o C SCKTfC F FOR I I FIRE ALRM REQUIRED M C -1N1i--------� N CTBJUNCTION BOX IN BOTTOM OF CHASE HAUST FAN AND COOKING EQUIPMENT REVISED: 6/18 120V-10 ROOF MOUNTED EXHAUST FAN ALL MOTORS TO BE INTERNALLY THERMALLY FM PROTECTED. MOTOR NOT - N"m � TO BE OVER 1 HP. 1 FAN DISCONNECT tF SWITCH (SUPPLIED BY APPROVEDJUNCTION BOX ABOVE CEILING McDONALD'S FAN SUPPLIED AND INSTALLED BY MANUFACTURER) EC ROOF WHT N HOOD CIRCUIT. H (TYP. 73.00E1 20A-1 P OR 79.23E1) BKR - V N DPDT ANSUL SWITCH BY KES AUXILIARY GUTTER (CONTROL & POWER RECEPTACLES PROVIDED BY K.E.S. AND WIRED BY EC) CONTROL POWER CONDUIT AND WIRE BY EC CAPTURE JET 1^ vvm ANSUL MICROSWITCHES msi THE I FACTORY-1 ERMINAL STRIP AS SHOWN I K�MN I I AUXILIARY SWITCH FOR i i FIRE CKT IF MS RTICAL I ANSUL i r----------- , �I CHASE I I-_'_ G BLK 1 2 N CTBJUNCTION BOX IN BOTTOM RED I OF CHASE 5 \INTERLOCK WIRING DIAGRAM FOR EX -3.2 FOR REFERENCE ONLY COOKING EQUIPMENT REVISED: 6/18 FAN DISCONNECT (SUPPLIED BY APPROVED McDONALD'S FAN MANUFACTURER MECH. - ------- ...... - - - - ----- - - - - - - - - - r - - - - - -------- - - _INTERLOCKED CAPTURE JET I ALL MOTORS TO BE INTERNALLY j I THERMALLY PROTECTED. FULL LOAD RATING OF EACH MOTOR NOT TO EXCEED 6 AMPERES. 20A-1P ! gHOi CTB ETB ETB CTB g H`I L 1P BLK x B R Y 2P 120V 1 o EXSH.. F N CONTROL L1 CONTROL INTERLOCK DI C CORD IGR CORD CIRCUIT. 93.00E1) •1 WHT BAS PANEL I MOTOR NOT TO BE OVER 1 HP. i i 120 V, 10 i ROOF MOUNTED F` EXHAUST FAN DISC. F WHT INTERLOCKED ---I Garland ETB Clamshell Grill - --�"� 6R - IGR _ WFiT--- YEL C CONTROL I ON/OFF ON/OFF ETB I C NTROL N CORD i SWITCH SWITCH N i CORD I I 2 BR RCUI� ELT 3 YEL i IGR IGR CONTROL t I is i t I bi CONTROL CORD 1 i2 CORD DPDT ANSUL czi SWITCH BY W: KES MS1 RED i _ O M5Z 1 910 co C ANSUL MS3 %0 MICROSWITCHES CO FACTORY WIRED C TO THE TERMINAL �WUNILIJ IN STRIP AS SHOWN VERTICAL STAINLESS STEEL ANSUL CHASE) WHT CONTROL CORD TO BASE BUILDING FIRE ALARM SYSTEM IF REQUIRED &E-3.2 TERLOCK LADDER DIAGRAM OR REFERENCE ONLY ELEC PANEL FAN DISCONNECT (SUPPLIED BY 20A-1P APPROVED McDONALD'S BA FAN MANUFACTURER) — H RED-- 1• HOOD CIRCUIT. (TYP. 73.00E1 r---------------------- OR 79.23E1) r--------------- I WHT 20A-1 P I 1 I I I I I I i 1 1 I 1 1 1 i CTB B I BLK I H LI i 1P BLK H---0 10V 1 • iEXH. FANI INTERLOCK DISC_ SW� CIRCUIT (TYP. I 73.00E1 OR 79.23E1) _ BAS PANEL Taylor Clamshell Grill rdWTROQ CIRCUIT CONTROL CORD 120V, 10 --- ROOF MOUNTED EXH. FANS EXHAUST FAN DISC. SW I EFCR REDhL !RED HV&W ALL MOTORS TO BE I INTERNALLY TIffli!MALLY ------------------------------------ NOT TO BE OAR MECH. i HP. INTERLOCKED i --------------------------------------------1 CORD j CORD I 1 < � B L1 R� CONTROL CONTI CORD IGR CORD DPDT ANSUL SWITCH BY KES ANSUL MICROSWITCHES FACTORY WIRED TO THE TERMINAL STRIP AS SHOWN ?40 TO SHUNT TRIPS IC IF REQUIRED 740 TO BASE BUILDING FIRE ALARM SYSTEM „C IF REQUIRED O.E-3)2F0 INTERLOCK LADDER DIAGRAM RR REFERENCE ONLY CAPTURE JET BY CONTRACTOR Fryer 4 VAT (typ) CTB N Lei z 0 a V) 0 �Q`\�G?P�� c e kO��SF g' No 86126 STAT OF o 0 •'taw 111111/1 2023.08.11 11: 54:13-04' 00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.11.2023 DATE W o: � C4 REVISED: 6/18 = W o U- H M N Z 3 a cm cm m ��►► -�/�� v O M W kD W W _j tv Z W Z 2 kA 0 d Q 0 d U � � o N 70 W c N 'aL00 o ,0 0` 0 N o aye 0 -J 0 o 0-O 10, ono � c 2v 0E2 y � � � d O gi U) v •n 3 L O o p ,0 0 Ic 3, c� a ® v c — V c ` 0 0. r v 5 o .20C C C .di E y 0 ._ G ococuEoxwo c0ILE ,2� C O O � w 0 Vi U p•y O'c C O U a Nw_ cw u- 0 m O N O U N C C+_+ 0_ N ' i, 7vl5o 0 0 00 ,21= U o m O �av E 0 0�0-03 00 3 0 G 0 41 G I T� D :L1 c N :3 4) O Q 0 7 fA 0.2 U 0 a vl —�` IRCUIT ^ CONTROL N/OFF WIRING CONTROL CORD SWITCH CORD MECpr-Garland INTERLOCKED Clamshell o o at a 3 w __ .� a �t0 w N � 0 �'0 N � _ ETB i i �_ N <OR L Grill YEL WHT - ------ - N o CONT. ON/OFF ON/OFF ETB C NTROL Xp CORD I SWITCH SWITCH N I CORD N I I RCUI0 T r YEL i EL N m IGR IGR C� z 0 J o 2 W z 1 > Em (!) 0 u mfl- 0 o 0 R N — N N n NSN#: 40871 0 E3*2 o REVISED: 6/18 u) INTERLOCK DIAGRAMS LIGHTING FIXTURES wings) r I. " BUILDING WALL CONCRETE CURB 1 1/2" PVC SLEEVE FOR DETECTOR LOOP 2'-0" TO 2'-6" A DETECTOR LOOP 5'-0" TRAFFIC FLOW WIDTH OF DRIVE-THRU LANE 1 1 /2" PVC SLEEVE IN D/T SLAB FOR VEHICLE DETECTOR LOOP NOTES: 1. REFER TO LIGHTING PLAN FOR OCCUPANCY SENSOR LOCATIONS AND QUANTITIES. 1 PAVEMENT ELAN 1 OCCUPANCY SENSOR CONTROL DETAILM - -AX 4.0 NOT TO SCALE -.. SEE NOTE 1,2 TYPICAL) LED FIXTURE HOUSING &E-4.0 "NOT AND WALL LIGHTING DETAIL TO SCALE GENERAL NOTES 1. PLACE LED FIXTURE AT DESIRED LOCATION AND INSTALL FIXTURE FROM LEFT TO RIGHT WHEN FACING ARCADE AND ATTACH POWER SUPPLY AND MOUNTING BRACKET AS RECOMMENDED BY MANUFACTURER. 2. EC SHALL CONNECT NEW FIXTURES TO THE NEXT AVAILABLE SPARE 120V CIRCUIT AND MAKE ALL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. 3. POWER SUPPLY SHALL ALWAYS BE INSTALLED TO THE LEFT SIDE OF FIXTURE WHEN FACING ARCADE. 4. OVERALL FIXTURE RUN TO BE CENTERED ON OVERALL LENGTH OF WALL 5. CONNECT NEW LED FIXTURES TO EXISTING LIGHTING CIRCUIT(S) AS REQUIRED. ENSURE THAT CIRCUIT BREAKER AND CONDUCTOR SIZES DO NOT EXCEED 1200 WATTS ON A 15A CIRCUIT AND 1600 WATTS ON A 20A CIRCUIT. VERIFY EXISTING CONDITIONS AND REQUIREMENTS IN FIELD. PROVIDE ADDITIONAL CIRCUITS (C.B.,WIRING,CONDUITS) AS REQUIRED. CONDUIT, WIRE SIZE AND GROUNDING FOR HVAC UNITS HACR BRKR SIZE CONDUIT & WIRE SIZE 40A 1 "C-3#8 45A 1 "C-3#6 50A 1 "C-3#6 60A 1 "C-3#6 70A 1-1 /4"C-3#4 80A 1-1 /4"C-3#3 90A 1-1 /4"C-3#3 100A 1-1 /4"C-3#2 125A 1-1 /2"C-3# 1 150A 1-1 /2"C-3#1 /0 175A 2"C-3#2/0 - TERMINATE ON SUPPLIED GROUNDING LUG INSIDE EQUIPMENT -GROUND BUSHING - EQUIPMENT GROUNDING CONDUCTOR GROUNDING STRAP CONDUIT 200A 2"C-3#3/0 VAC GROUNDING DETAIL OT TO SCALE &E-4.0 225A 2"C-3#4/0 250A 2-1/2"C-3#250 THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL COORDINATION OF ALL ELECTRICAL FEEDERS AND CIRCUIT BREAKERS WITH THE MANUFACTURER'S WRITTEN DATA FOR EACH MECHANICAL DEVICE PRIOR TO SUBMITTAL OF ANY ELECTRICAL EQUIPMENT FOR REVIEW. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY CHANGES TO ELECTRICAL FEEDERS OR CIRCUIT BREAKERS REQUIRED FOR ANY MECHANICAL DEVICES. CRETE CURB ruuNDATION WALL &E-4.0 ETECTOR LOOP DETAILS OT TO SCALE • SHOWS CONNECTION/BONDING POINT - 2 NOTES 1. ALL P.O.S. EQUIPMENT (COMPUTERS,PRINIT]RS.MONITORS KVS, MODEM, HUB do COD) SHALL BE POWERED FROM THE COMPUTER PANEL ALL OTHER COMPUTER/DIGITAL EQUIPMENT SHALL BE POWERED FROM PHASE "A" IN THE COMPUTER PAIEL. 2. ISOLATED GROUND INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF NEC SECTION 250 . 3. EACH 20 AMP CIRCUIT SHALL HAVE IT'S OWN ISOLATED EQUIPMENT GROUNDING CONDUCTOR. 4. ENTIRE GROUNDING SYSTEM SWILL COMPLY WITH NEC ARTICLE 250 AND MCDONALD's BUILDING GROUNDING DETAIL 5. EC SHALL VERIFY CORRECT POLARITY AT RECEPTACLE 6. EC SHALL VERIFY THAT SUBPANEL CP DOES NOI CONTAIN ANY ILLEGAL NEUTRAL TO GROUND BONS. 7. PANEL CP SHALL ONLY BE USED TO POWER SENSITIVE ELECTRONIC EQUIPMENT, AS OUTLINED IN NOTE 01. IT SHALL NOT BE USED TO POWER ANY OTHER LOADS. 8. IT IS A SAFETY HAZARD AND AN NEC VIOLATION FOR THE POS SYSTEM TO HAVE ITS OWN INDEPENDENT GROUNDING ROD. IF AN INDEPENDENT GROUND ROD IS FOUND FOR THE POS SYSTEM, IT SWILL BE BONDED TO THE BUILDING GROUNDING SYSTEM. 5 POS do COD -4.0 NOT TO SCALE KEY NOTES FTHIS IS THE ONLY POINT WHERE THE MATED 21 EQUIPMENT GROUNDING CONDUCTOR SHALL BE CONNECTED TO THE BUILDING'S GROUNDING SYSTEM. ElSEE BUILDING GROUNDING DETAIL SHEET E4.2. a1 1/2' METAL CONDUIT: 4-f1/O CU + 1-f6 CU EQUIP GND + 1-#4 CU ISOLATED GND. EEALL ISOLATED GROUND/ DEDICATED CIRCUIT RECEPTACLE COVER PLATES SHALL BE ORANGE HUBBELL PJ7C0 (SINGLE), PJ8C0 (ONE DUPLEX) OR PJ82CO (TWO DUPLEX) MARKED -COMPUTER ONLY-. ElMETAL CONDUIT SQUALL CONTAIN ONLY P.O.S. CIRCUIT CONDUCTORS (DEDICATED CIRCUIT). ONLY USE RIGID NON-METALLIC CONDUIT BELOW GRADE WHEN REQUIRED BY LOCAL CODE ElEQUIPMENT GROUNDING BONDING CONDUCTOR "CAL) ISOLATED GROUND BUS. ELECTRICALLY INSULATED 7 FROM PANEL ENCLOSURE USED TO TERMINATE ONLY ISOLATED EQUIPMENT GROUNDING CONDUCTORS. ALL CONDUCTORS SWILL BE SOLID COPPER AND S TERMINATED TO THEIR APPROPRIATE TERMINAL SCREWS BY WRAPPING THE CONDUCTOR COMPLETELY AROUND THE SCREW BARREL AND TIGHTENING THE SCREW PER MANUFACTURER'S TORQUE SPECIFICATIONS. ISOLATED GROUND RECEPTACLE -IG47OO.IG4710.IGS262 OR I05261. SEE F±9 HLIBBEU.E ROUGH IN SCHEDULE FOR THE APPROPRIATE RECEPTACLE TO USE 10 ISOLATED GREEN GROUND SCREW. EISOLATED EQUIPMENT GROUNDING CONDUCTOR (GRN W/YLW STRIP) 12 NEUTRAL CONDUCTOR TERMINATED ON SILVER SCREW. ElPH SE CONDUCTOR TERMINATED ON BRASS SCREW CATED CIRCUIT .1-1/2- PVC CONDUITS TO BUILDING FOR: • LOOP DETECTOR & AUDIO • DATA CABLE 1 /2" STEEL CONDUIT TO BUILDING FOR SPEAKER/CANOPY POWER SPEAKER/CANOPY POST FOUNDATION - SEE CIVIL 1 1/2" PVC SLEEVE FOR DETECTOR LOOP 2'-0" TO 2'-6" DETECTOR LOOP -� 5'-0" T TRAFFIC FLOW CONCRETE CURB SEE CIVIL IN WIDTH OF DRIVE-THRU LANE ,.� LEAD IN WIRES COD POST AND FOUNDATION - SEE CIVIL CONCRETE CURB SEE CIVIL 2" MAX 1 1/2" PVC SLEEVE FOR VEHICLE DETECTOR LOOP NOTE: + VERIFY EXACT CIRCUITS & QUANTITIES OF CIRCUITS WITH PANEL SCHEDULES AND MANUFACTURERS INSTALLATION INSTRUCTIONS. 0 2#12 & 1#12 GND. TO LP-1 FOR COD CANOPY LIGHTING. © 4#12 & 1#12 GND & 1#12 ISOLATED GND.. TO CP FOR ISOLATED GROUND POWER TO MENUBOARDS AND MEDIA PLAYERS. © 2#12 & 1#12 GND & 1#12 ISOLATED GND., TO CP FOR ISOLATED GROUND POWER TO SPEAKER CANOPY/STAND. EACH CANOPY/STAND SHALL BE ON ITS OWN SEPARATE CIRCUIT. 2#12 & 1#12 GND & 1#12 ISOLATED GND., TO CP FOR ISOLATED GROUND POWER TO MENUBOARDS AND MEDIA PLAYERS. t� 2#12 & 1 #12 GND & 1 #12 ISOLATED GND., TO CP FOR ISOLATED GROUND POWER TO FOR PRESELL BOARDS AND MEDIA PLAYER. NOTES 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR LOOP MANUFACTURER. 2. CENTER VEHICLE DETECTOR LOOP (ITEM # 217.11 E1) IN DRIVE THRU LANE. INSTALL PER MFR. RECOMMENDATIONS. 3. SEE CIVIL FOR DIMENSIONS OF DRIVE-THRU LANE CONCRETE PAD FOR DETECTOR LOOP. 4. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE USED WITHIN 2' OF LOOP. 5. DETECTOR LOOP MANUFACTURERS: DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOWINGS COMPANIES OR EQUAL. 3M: 1-800-328-0033 HME: 1-800-848-4468 6. DETECTOR LOOP MATERIAL: PVC TUBING 1 /2" I.D. 100 PSI LOOP MADE FROM ONE LENGTH OF THIN FOURTEEN GAUGE STRANDED WIRE. LEAD-IN IS PRE -TWISTED AT FACTORY. 7. DETECTOR LOOP CONSTRUCTION: FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH NO SHARP CORNERS AS DETAILED. WIRE LOOPED, FORMED, & PIGTAILED AS DETAILED. (2)1-1/2-C. ONE FOR FUTURE CABUNG ONE FOR LOOP DETECTOR PULLBOX (TYPICALLY 215.02E12) INSIDE I SPKR I LOOP DETECTOR MENU BOARD #1 1 "C. FOR CAT6 DATA CABLES SPKR LOOP DETECTOR MENU BOARD #2 1 OUTSIDE 2'C. FOR CAT6 DATA CABLES (2)1-1/2-C. ONE FOR FUTURE CABLING ONE FOR LOOP DETECTOR PRIMARY DT LANE 1 1/4-C. FOR CAT6 DATA CABLES 1"C. FOR CAT6 DATA SECONDARY DT CABLES LANE DT LOW VOLTAGE CONDUIT DIAGRAM NOT TO SCALE PANEL CPKIG) IPANEL LP G) I SPKR I MENU BOARD #21 DRIVE THRU POWER DIAGRAM NOT TO SCALE PRIMARY DT SECONDARY DT LANE z 0 a ZE 0 In W 0 T. A' No 12 p sTar of : � 0� [V err/ s/0NAI 10��\ 2023.08.11 11:54:28-04' 00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.11.2023 DATE Lu m v y to o 12 Q N C 6L F- Cf N Z 5 lag 1 9 I uJ U W 00 �. 0 W 0 J a Z W z w i in 0 d ti JX a U , :5-0 ° N O 'd .0 y C N ° O N d C ' U c °°U� p o La'v ov J ao2'd0 Sao J `v aDva�c v rO�a, o'T`a � N � v_,OE•`-'o:,'.o N VJ c a ., 00S CO 00.3 ® U C 0 d 0 C p U C O c 0 rzr2:°°OvC �//�� N C C :i & y d 0 ;V�O°v�EtC d Cd U•O++ X01.4) O N U U C O.0 N �VH _'-►0 �,•W' o v P U Q C.�s2'6 �a U- U Z:) O C Oa al!� pvU U+' f/1 .0 o •U Q v �.L aai E UCL0 7 m 7 N V dy0 .2-8�,� �Cio �a 0 ono-0 02 3 d v` a N 4)0 j co pU U 41 t o Ot Ot a 0 8 p ti �� o N N s O = C:) N CV m I Z t� J 5 m �z z � m 0 2 m L 1 0 T_ o � CN T_ F z 8 N c)� I N N n C v► o NSN#: 40871 0 rz d 4,9 0 '�' WIRING DETAILS LIGHTING CONTROL SYSTEM BUILDING AUTOMATION SYSTEM INTERIOR CUSTOMER LIGHTING SPARE SPARE SPARE SPARE LP-1:27 LP-1:29 LP-1:31 SPARE SPARE SPARE SPARE SPARE TOY DISPLAY DINING ROOM DINING ROOM SPARE INTERIOR CREW LIGHTING LP-1:35 AP-2:4 AP-2:33 AP-5:11 SPARE SPARE SPARE SPARE BUILDING FACADE SPARE LP-1:10 LP-1:12 LP-1:15 SPARE LP-1:11 LP-1:2 SPARE wormlll�[e; KITCHEN EXHAUST FAN -JANITORS RECIRCULATING PUMP EXHAUST FAN-RESTROOM SPARE SPARE SPARE SPARE SPARE D.T. WALL/SOFFIT LIGHTS WALL/SOFFIT LIGHTS LINEAR LED FACADE LIGHTING SPARE CANOPY LIGHTING FLAGPOLE LIGHTING SPARE EXTERIOR LIGHTING LP-1:18 LP-1:20 LP-1:26 LP-1:28 EXTERIOR LIGHTING LP-1:22 LP-1:24 LP-1:13 SPARE CONTROL NOTES: LIGHTING CONTROL NOTES LC 1. CONTACTOR DETAILS ARE DIAGRAMMATIC ONLY AND ARE SHOWN WITH TYPICAL LOADS AND CIRCUIT ASSIGNMENTS. LOADS, CIRCUIT ASSIGNMENTS AND NUMBER OF CONTACTORS MAY VARY BY RESTAURANT LOCATION AND PER BAS SUPPLIERS SYSTEMS. VERIFY EXACT REQUIREMENTS WITH BAS INSTALLATION DETAILS, SITE PLANS, ELECTRICAL PANEL SCHEDULES AND ACM. EC SHALL MAKE ALL MODIFICATIONS AS REQUIRED. FINAL INSTALLATION SHALL BE FULLY NEC AND ENERGY CODE COMPLIANT. LC2. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL WIRING, CONNECTIONS, TERMINATIONS, ETC. THAT ARE NOT PROVIDED BY THE BAS SUPPLIER FOR A COMPLETE, FULLY OPERATIONAL AND CODE COMPLIANT LIGHTING CONTROL SYSTEM. LIGHTING CONTROL INSTALLATION OPTIONS OPTION 1 CONTACTORS AND CONTACTOR ENCLOSURE FOR THIS LIGHTING CONTROL SYSTEM SHALL (STANDARD) BE FURNISHED BY THE BAS SUPPLIER AND INSTALLED BY THE ELECTRICAL CONTRACTOR ON SITE FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. OPTION 2 LIGHTING CONTROL CAN BE ACCOMPLISHED VIA UTIUZAT10N OF A SMART TYPE BREAKER (OPTIONAL) PANEL REPLACING STANDARD PANEL LP-1. PANEL SHALL UTILIZE AN INTEGRAL MOTOR OPERATED CIRCUIT BREAKERS OR AN INTEGRAL CIRCUIT BREAKER/CONTACTOR TYPE COMBINATION DEVICE WITH AN INTEGRAL PROGRAMMING CONTROL MODULE AND SHALL BE ORDERED THROUGH OUR ELECTRICAL EQUIPMENT NATIONAL ACCOUNT PROGRAM (SQUARE-D) THROUGH OUR CONSTRUCTION PURCHASING TEAM. PARKING LOT LIGHTING PARKING LOT LIGHTING PARKING LOT UGHTING SCONCES (DELIVERY & REAR DOORS) SPARE LP-1:6 LP-1:9 SPARE SPARE LP-1:23 SPARE SPARE LP-1:19 LP-1:21 SPARE LP-1:40 LP-1:42 EXTERIOR SIGNAGE LC3. ALL COMPONENTS FOR THIS LIGHTING CONTROL SYSTEM SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR. SEE BOXED NOTE BELOW FOR OPTIONS. LC4. ALL COMPONENTS SHALL BE UL LISTED AND LABELED AND THE SYSTEM SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL ENERGY CODE REQUIREMENTS. LC5. ALL CONTACTORS SHALL BE LOCATED IN A NEMA 1 ENCLOSURE WITH SCREW TYPE COVER MOUNTED DIRECTLY ABOVE LIGHTING PANEL OR SWITCHGEAR SO AS TO BE ACCESSIBLE. LC6. ALL CONTACTORS SHALL BE RATED FOR 30 AMP LOADS UNLESS NOTED OTHERWISE AND SHALL BE HID RATED WHERE REQUIRED. LC7. COIL VOLTAGES FOR ALL CONTACTORS SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. LC8. CONTACTOR C5 IS INTENDED TO CONTROL PARKING LOT LIGHTS NEAR TRASH CORRAL, DELIVERY DOORS, AND EMPLOYEE PARKING, THUS ALLOWING A DIFFERENT LIGHTING SCHEDULE TO BE USED IN THOSE AREAS. McDONALD'S EXTERIOR SIGNAGE McDONALD'S EXTERIOR SIGNAGE SPARE SPARE COD LIGHTING SPARE SPARE DIRECTIONAL SIGNAGE DIRECTIONAL SIGNAGE SPARE McDONALD'S ROAD SIGN BUILDING AUTOMATION SYSTEM NOTES BAS 1. THE DIAGRAM SHOWN ABOVE IS SCHEMATIC IN NATURE AND SHOWS THE GENERAL REQUIREMENTS FOR THE INSTALLATION OF THE BUILDING AUTOMATION SYSTEM. EXACT EQUIPMENT REQUIREMENTS AND QUANTITIES WILL VARY PER SITE. G.C., M.C., T.C.C. AND E.C. SHALL COORDINATE ALL EXACT EQUIPMENT AND INSTALLATION REQUIREMENTS WITH SUPPUER PRIOR TO SUBMITTING BID FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. BAS2. THE BUILDING AUTOMATION SYSTEM ALSO HAS ADDITIONAL OPTIONS AVAILABLE SUCH AS MONITORING DOOR CONTACTS (RESTROOM & COOLER FREEZER), ENERGY METER, COOLER/FREEZER TEMP. ADDITIONAL OPTIONS MAY BE SELECTED ON CENTRAL PURCHASING PROJECT DETAIL FORM. G.C., M.C., T.C.C. AND E.C. SHALL COORDINATE ALL EXACT INSTALLATION REQUIREMENTS WITH SUPPLIER PRIOR TO SUBMITTING BID FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. BAS3. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LINE AND LOW VOLTAGE WIRING AND CONNECTIONS, INCLUDING BUT NOT LIMITED TO CONTROL POWER TO ALL BAS COMPONENTS AND POWER CIRCUITRY WIRING OF ALL LIGHTING CONTACTORS. COORDINATE INSTALLATION WITH SITE SPECIFIC BAS INSTALLATION DETAILS PROVIDED BY SUPPLIER. INSTALLATION &TECHNICAL ASSISTANCE INFORMATION: LENNOX BAS: McD@CCBAC.com PHOTOCELL I ( I I ROOF i I INSIDE amm1FM a�VWCK OF 3 TI II II II II I LIGHTING CONTROL TOUCH SCREEN PANEL II IATS ATS HS TS HS ATS ATS HSI TS HS CO2 L_ ETHERNET CABLE TO NETWORK CABINET 120V OOIM FUK - Lr-1s25 120N OONiROI PGMIEtr- LF-10 PROVIDE AND INSTALL DATA OUTLET NEXT TO BAS PANEL. REMOTE COMMISSIONING IS NOT POSSIBLE WITHOUT DATA CONNECTION. INSTALLATION NOTES: 1. PROVIDE, INSTALL AND SECURE ALL NECESSARY CABLE & CONDUIT PER BAS DRAWINGS AND SPECIFICATIONS. 2. MOUNT ALL BAS CONTROL ENCLOSURES. 3. PERFORM ALL LOW VOLTAGE TERMINATIONS. 4. ROUGH -IN, INSTALLATION AND WIRING FOR TEMPERATURE SENSORS AND TOUCHSCREEN PER PLAN LOCATIONS. 5. PROVIDE POWER CIRCUITS INTO CONTROL CANS PER BAS DETAILS. 6. COORDINATE WITH SUPPLIER TO SCHEDULE REMOTE COMMISSIONING. 7. CORRECT ALL PUNCH LIST ITEMS FOUND DURING REMOTE COMMISSIONING. CONTROLS SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL TS TEMPERATURE SENSOR *PROVIDED WITH BAS ATS AVERAGING *PROVIDED WITH BAS TEMPERATURE SENSOR HS HUMIDITY SENSOR *PROVIDED WITH BAS ETES: FOR TS, HS AND ATS LOCATIONS, REFER TO M1.2 WIRE LEGEND MARK WIRE/CABLE TYPE - CAT 5E — 18 AWG CONDUCTORS Z 0 a o: U w 0 \01111111//// No 12 STAT OF 0tv � tp ///S/ �ONAI 1\\?\\��\ 2023.08.11 11:54:44-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.11.2023 DATE W V y Ln o 2 Q N G U. Ix o W i ti W „ N Jto %Z W W w i En 0 a r- Ix a � 8 �O� 0 0,0 y C N U a0oo�� 0 0 c awC w 0 QID 0 0-5 3t J a o, -00 a O _! N aiy�c 47 ;' a>OE�=�°�'o �1 V/ C O�+' O C ® 0 ; O C U N V/ �+• U y a O C C �_+ Vl p C 0'E O 0 O ++ X r' N O d U C N t O Ul — O J c o 042 c 0 Oa q N* c,� V+C' m O p.0 O y— N 0o°0mL Qo C aci o .av 3 0 C 8 N N O a)=� U 0 N �0mU)0._ N L 2 +-' 0O O .0 N L a �j Ao 80 c �N VN C 04 � n o w O N N m m I 0 0 J m 0 p Z W > o Z ��m o' er o Q m 4 0 N n V)0 004 � o o $ °o N I " K) o I NSN#: 40871 0 z �i E4* 1 N LIGHTING CONTROLS d MLO, AIC: NOTES D6,D7,&D8, Mounting: flush, NEMA 1 PANEL LP-1 225A, 208YI120 VAC, 3PH, 4W, CB TYPE: BL or BLH WATTS BRKR TRIP CCT CCT TRIP BRKR WATTS A B C REQ POLES NO. NO. POLES REQ DESCRIPTION A B C 0 Spare 20A-1 1 2 2OA-1 S Flag Pole 220 0 Spare 20A-1 3 4 20A-1 Spare 0 0 Spare 20A-1 5 6 20A-1 S Exterior Signage 294 Spare S 20A-1 1 7 8 20A-1 Spare 0 294 Exterior Signage S 20A-1 9 10 20A-1 S Exterior Wall/Soffit Lights DT 114 193 Flood Lights & Canopy lights S 20A-1 11 12 20A-1 S Exterior Wall/Soffit Lights 114 42 Back of House Sconces L 20A-1 13 14 20A-1 DCO In Road Sign Base 180 126 Linear LED Facade Lighting S 20A-1 15 16 20A-1 S,L Dr Buzzer=21Acc.ctrllDoor alarm 624 0 Space 20A-1 17 18 30A-2 Lot Lights 480 96 Directional Sign S 20A-1 19 20 1 1 480 96 Directional Sign S 20A-1 21 22 30A-2 Lot Lights 240 120 COD lighting S 20A-1 23 24 1 1 240 360 EMCP-Touch screen 2OA-1 25 26 30A-2 Lot Lights 480 30 Toy Display S 20A-1 27 28 1 1 480 119 Dining Area Lighting S 20A-1 29 30 30A-2 Spare 0 160 Dining Area Lighting S 20A-1 31 32 1 1 0 78 Pendants/core lights 20A-1 33 34 20A-1 L BAS Controller 360 572 Kitchen Lighting S 20A-1 35 36 20A-1 L Lighting Control Panel 180 144 Restmom Lighting S 20A-1 37 1 38 20A-1 S,L Night/Ltg./Emerg. LED Lighting 128 388 Support Area Lighting S 2OA-1 39 40 60A-2 S Mcd'S Road Sign 2496 440 Night/Exit/Emerg. Ltg. S,L 20A-1 41 1 42 1 1 I 1 2496 L = Handle Lock G = GFCI Personnel protection S = Switch Duty Rated HID = HID Rated H = Heating & Air Conditioning Rated I I Total Connect 2290 5326 5248 Connect Amps 36 - Amps Demand Amps 45 Amps MLO, AIC: NOTES D6, DT&D8, Mounting: MDP, NEMA 1 PANEL AP-1 225A, 208Y/120 VAC, 3PH, 4W, CB TYPE: BL or BLH WATTS BWR TRP CCT CCT TRP BRKR WATTS A B C DESCRIPTION REQ PLS NO. NO. PLS REQ DESCRIPTION A B C 1224 Dco-manager's office (man offi) 20A-1 1 2 20A-2 G Coffee brewer (presenter's booth) 1612 720 Dco-General Purpose G 20A-1 3 4 1 1 1 1612 720 Dco-General Purpose G 20A-1 5 6 20A-1 G ABS (phase c, presenter's booth) 1788 120 Safe - (mo) DCO Gen Purp L 20A-1 7 8 20A-1 G Oj dispenser/ coffee cream disp 840 240 Remote Order Battery 20A-1 9 10 20A-1 G CO2 Detector 240 960 Merge/audio sys/dry mon/Deliv. G 20A-1 11 12 20A-1 G Automated beverage Sys 600 960 Washer 15A-1 13 14 20A-2 G Coffee Brewer (front counter) 1612 1800 Hand Held Order 20A-1 15 16 1 1 11 1612 120 Computer Room (7/1) 20A-1 17 18 30A-3 G Heat treat combo shake 1560 2246 Espresso Brewer G 30A-2 19 20 1 1 1 1560 2246 1 1 1 21 22 1 1 1 1560 1500 3-Vat fryer hood interlock 20A-1 23 24 20A-1 3-Vat fryer hood Interlock 1176 1200 Reach in Freezer -SW G 20A-1 25 26 20A-2 H Ice Machine Remote Cond 14001b 104 1080 Frozen fry dispenser (fry wall) G 20A-1 27 28 1 1 1 104 2112 4-Vat fryer hood interlock 20A-1 29 30 20A-1 G Reach in Freezer -SW 1200 1500 Fry Bagging Station L,G 20A-1 31 32 15A-3 H Ice Machine Remote Cond 10001b 1224 60 Hand Wash Timers G 20A-1 33 34 1 1 1 1224 1200 Reach in Freezer -SW G 20A-1 35 36 1 1 1 1224 132 Ice mach - 1000 lb (self serve) 15A-1 37 38 15A-3 H Ice Machine Remote Cond 10001b 1224 132 Ice mach - 1000 lb (self serve) 15A-1 39 40 1 1 1 1224 1656 4-Vat fryer hd interlock 20A-1 41 42 1 1 1 1224 L = Handle Lock G = GFCI Personnel protection S = Switch Duty Rated HID = HID Rated H = Heating & Air Conditioning Rated Total Connect 15558 13854 17040 Connect Amps 129 Amps Demand Amps 90 Amps MLO, AIC: NOTES D6,D7,&D8, Mounting: MDP, NEMA 1 PANEL AP-2 225A, 208Y/120 VAC, 3PH, 4W, CB TYPE: BL or BLH WATTS BRKR TRP CCT CCT TRP BRKR WATTS A B C DESCRIPTION REQ PLS NO. NO. PLS REQ DESCRIPTION A B C 1536 Ice machine 1400LB H 2OA-3 1 2 20A-1 Spare 0 1536 1 1 1 3 a 20A-1 Janitors EF 100 1536 1 1 1 5 6 20A-1 G Dco-General Purpose 900 144 Blender McFlury G 20A-1 7 8 20A-1 1 G Refrig-wt-48" 600 180 Janitor's closet G 20A-1 9 10 30A-2 H Trash Compactor 2496 480 Refrigerator-worktop- 27" G 20A-1 11 12 1 1 1 2496 0 Spare 20A-1 13 14 20A-1 Walk in cooler / freezer 600 864 Bulk oil system (sup area) G 20A-1 15 16 20A-1 Walk in cooler / freezer 600 1668 Clm gdl exhast hood interlock 20A-1 17 18 20A-2 G Q'ing oven - P& S 1550 840 meat freezer DW (grill side) G 20A-1 19 20 1 1 1 1550 120 Clean in place panel G 20A-1 21 22 20A-1 G Specialty Coffee Refrigerator 27" 468 490 Reverse Osmosis, Filtration G 20A-1 23 24 20A-1 G Automated beverage Sys 600 180 Dco in trash corrall G 20A-1 25 26 20A-1 G ABS (presenters booth) 1788 1200 Bulk oil Sys - support area (sa) G 20A-1 27 28 20A-2 G Q'ing oven - P& S 1550 1032 BIC Machine G 20A-1 29 30 1 1 1 1550 684 Reach In SW fridge G 20A-1 31 32 20A-2 G Infusion Tea Brewer 1352 120 Recirc pump 20A-1 33 34 1 1 1 1352 1632 Soda syst pack (support area) 20A-1 35 36 20A-1 Spare 0 3120 Soda syst pack (support area) 30A-3 37 38 20A-2 G Q'ing oven - P& S 1602 3120 1 1 39 ao 1 1 1 1602 3120 1 I 41 42 20A-1 G Dco-General Purpose 600 L = Handle Lock G = GFCI Personnel protection S = Switch Duty Rated HID = HID Rated H = Heating & Air Conditioning Rated Total Connect 13996 15308 17654 Connect Amps 130 Amps Demand Amps 86 Amps MLO, AIC: NOTES D6,D7,&D8, Mounting: MDP, NEMA 1 PANEL AP-3 225A, 208Y/120 VAC, 3PH, 4W, CB TYPE: BL or BLH WATTS BRKR TRP CCT CCT TRP- BRKR WATTS A B C DESCRIPTION REQ PLS NO. NO. PLS RW DESCRIPTION A B C 4668 4-Vat-Fryer-Electric-S/S/S/S G 5OA-3 1 2 5OA-3 G 4-Vat-Fryer-Electrical-S/S/S/S 4668 4668 1 1 1 3 4 1 1 I 4668 4668 1 1 1 5 6 1 1 I 4668 4668 4-Vat-Fryer-Electric-S/S/S/S G 5OA-3 7 8 5OA-3 G 4-Vat-Fryer-Electrical-S/S/S/S 4668 4668 1 1 1 1 9 10 1 I I 4668 4668 1 1 1 11 12 1 I 1 4668 0 Space 13 14 50A-3 G Clamshell Grill 2604 0 Space 15 16 1 1 1 2604 0 Space 17 18 1 1 1 2604 0 Space 19 20 5OA-3 G Clamshell Grill 5196 0 Space 21 22 1 1 1 5196 0 Space 23 24 1 1 1 5196 0 Space 25 26 Space 0 0 Space 27 28 Space 0 Space 29 30 Space 0 0 0 Space 31 32 Space 0 0 Space 33 34 Space 0 0 Space 35 36 Space 0 0 Space 1 37 38 1 Space 0 0 Space 1 39 40 1 Space 0 0 Space 41 42 Space 0 L = Handle Lock G = GFCI Personnel protection S = Switch Duty Rated HID = HID Rated H = Heating & Air Conditioning Rated Total Connect 26472 26472 26472 Connect Amps 221 Amps Demand Amps 143 Amps BREAKER: MLO 22,000 AIC EQUIPMENT MTD BREAKER PANEL (PROVIDED BY KES) 125A, 208Y/120 VAC, 3PH, 4W WATTS MM TRP CCT CCT TRP- BRKR WATTS A B C DESCRIPTION REQ PLS NO. NO. PLS REQ DESCRIPTION A B C 720 Order Assembly Table G 20A-1 1 2 20A-1 Chilled Rail 240 0 Spare 20A-1 3 a 30A-2 G Rapid Bun Steamer 1487 0 Spare 20A-1 5 6 1 1 1 1487 840 Prep Table HD P & S G 20A-1 7 8 3OA-2 G Rapid Bun Steamer 1487 2620 Universal Radiant Toaster G 30A-2 9 10 1 1 I 1 1487 2620 1 1 1 11 12 15A-2 G ECU table 510 2620 Universal Contact Toaster P & S G 30A-2 13 14 1 1 1 510 2620 1 1 1 15 16 Space 0 0 Space 17 18 Space 0 0 Space 19 20 Space 0 0 Space 21 22 Space 0 0 Space 23 24 Space 0 L = Handle Lock G = GFCI Personnel protection S = Switch Duty Rated HID = HID Rated H = Heating & Air Conditioning Rated Total Connect 6417 8214 4617 Connect Amps 53 Amps Demand Amps 35 Amps SEE SHEET E3.1 FOR ELECTRICAL NOTES GENERAL ALL ELECTRIC UTILITIES CALC BEAKER MODIFICATIONS: G - GFCI PERSONNEL PROTECTION (5MA) HID - HID & SWD RATED L - HANDLE LOCK H - HACR RATED S - SWITCH DUTY RATED SHT - SHUNT TRIP TOTAL BUILDING 208Y 120V, 3 PHASE, 4-WIRE GENERAL SERVICE POWER BASED ON NEC 220.88 FOR AN "ALL ELECTRIC" NEW RESTAURANT. NEC Optional Method (kW) (A) 1. Continuous Loads: 39 108 2. Kitchen Loads: 349 969 3. HVAC Loads: 98 273 4. Cooling: 40 111 5. Total (1+2+3+4): 526 1461 6. Base Value (See 220.88): 325 902 7. Amount Over Base Value (5-6): 201 559 8. Demand Factor: 0.50 9. Adjusted Value (8*7): 101 279 10. Adjusted Base Value (220.88): 173 480 11. Demand (9+10): 274 760 MLO, AIC: NOTES D6,D7,&D8, Mounting: MDP, NEMA 1 PANEL AP-4 225A, 208Y1120 VAC, 3PH, 4W, CB TYPE: BL or BLH WATTS BRCR TRP CCT CCT TRIP- BRKR WATTS A B C DESCRIPTION REQ PLS NO. NO. PLS REQ DESCRIPTION A B C 2604 Clamshell Grill G 5OA-3 1 2 30A-3 G Combi Oren 1812 2604 1 1 1 3 4 1 I 1 1812 2604 1 1 1 5 6 1 1 1 1812 5196 Clamshell Grill G 5OA-3 7 8 3OA-3 G Combi Oren 1812 5196 1 1 1 9 10 1 1 1 1812 5196 1 1 1 11 12 1 1 1 1812 4668 3-Vat-Fryer-Electric-F/F/F G 50A-3 13 14 15A-1 Combi Oren Hood 960 4688 1 1 1 15 16 15A-1 Combi Oren Hood 960 4668 1 1 1 17 18 Space 0 4668 3-Vat-Fryer-Electric-F/F/F G 50A-3 19 20 Space 0 4668 1 1 1 21 22 Space 0 4668 1 1 1 23 24 Space 0 4668 3-Vat-Fryer-Electric-F/F/F G 5OA-3 25 26 Space 0 4668 1 1 1 27 28 Space 0 4668 1 1 1 29 30 Space 0 0 Space 31 32 Space 0 0 Space 33 34 Space 0 0 Space 35 36 Space 0 0 Space 37 38 Space 0 0 Space 39 40 Space 0 0 Space 41 42 Space 0 L = Handle Lock G = GFCI Personnel protection S = Switch Duty Rated HID = HID Rated H = Heating & Air Conditioning Rated Total Connect 26388 26408 25428 Connect Amps 217 Amps Demand Amps 141 Amps MLO, AIC: NOTES D6,D7,&D8, Mounting: MDP, NEMA 1 PANEL AP-5 225A, 208Y/120 VAC, 3PH, 4W, CB TYPE: BL or BLH WATTS BRKR TRP CCT CCT TRP- BRKR WATTS A B C DESCRIPTION REQ PLS NO. NO. PLS REQ DESCRIPTION A B C 600 Fridge/Freezer 2Dr Base G 20A-1 1 2 20A-1 Baked Goods Display Case 300 600 Fridge/Freezer 2Dr Base G 20A-1 3 4 20A-2 G Universal Holding Cabinet P&S 1476 600 Fridge/Freezer 2Dr Base G 20A-1 5 6 1 1 1 1476 600 Fridge/Freezer 2Dr Base G 20A-1 7 a 20A-2 G Univeral Holding Cabinet P&S 1476 600 Fridge/Freezer 2Dr Base G 20A-1 9 10 1 1 1 1476 864 Toilet Exhaust Fan G 20A-1 11 12 20A-1 G Univeral Holding Cabinet Table 240 540 Roof Receptacles G 20A-1 13 14 20A-1 DT Power Window 120 Spare 20A-1 15 16 20A-1 DT Power Window 120 2080 Frozen Carbonated Beverage G 30A-2 17 18 20A-1 DT Power Window 120 2080 1 1 1 19 20 20A-1 Spare 360 Delivery Tablets G 20A-1 21 22 20A-1 Spare 600 Wall Mount Frz Unit SW HC G 20A-1 23 24 20A-1 G Pie Display 564 828 Bulk Oil System G 20A-1 25 26 20A-1 G Pie Display 564 2620 Universal Radiant Toaster G 30A-2 27 28 20A-1 Spare 0 2620 1 1 I 29 30 20A-1 DCO-Muzak satellite system 120 Spare 20A-1 31 32 20A-1 Clg. Mt window recepts 540 1368 Warewasher 20A-1 33 34 20A-1 Spare Spare 20A-1 35 36 20A-1 Spare 0 Spare 20A-1 37 38 20A-1 Spare 0 Spare 20A-1 39 40 20A-1 Spare 0 Spare 20A-1 41 42 20A-1 Spare 0 L = Handle Lock G = GFCI Personnel protection S = Switch Duty Rated HID = HID Rated H = Heating & Air Conditioning Rated Total Connect 7648 8620 9284 Connect Amps 71 Amps Demand Amps 46 Amps MLO, AIC: NOTES D6,D7,&D8, Mounting: MDP, NEMA 1 PANEL AP-6 225A, 208YI120 VAC, 3PH, 4W, CB TYPE: BL or BLH WATTS BRKR TRP CCT CCT TRP- BRKR WATTS A B C DESCRIPTION REQ PLS NO. NO. PLS R&3 DESCRIPTION A B C 600 Unit AC-1 1OA-1 1 2 20A-1 L,G Hand Dryer 1092 600 Unit AC-2 1OA-1 3 a 20A-1 L,G Hand Dryer 1092 1200 Unit AC-3 20A-1 5 6 20A-1 L,G Hand Dryer 1092 1200 Unit AC4 20A-1 7 8 2oA-1 L,G Hand Dryer 1092 600 Unit AC-5 1OA-1 9 10 20A-1 Spare 0 1612 Coffee Brewer (front counter) G 20A-2 11 12 20A-1 Spare 0 1612 1 1 1 13 14 20A-1 Spare 0 0 Spare 20A-1 15 16 20A-1 Spare 0 0 Spare 20A-1 17 18 20A-1 Spare 0 0 Spare 20A-1 19 20 20A-1 Spare 0 0 Space 21 22 Space 0 0 Space 23 24 Space 0 0 Space 25 26 Space 0 0 Space 27 28 Space 0 0 Space 29 30 Space 0 0 Space 31 32 Space 0 0 Space 33 34 Space 0 0 Space 35 36 Space 0 0 Space 37 38 Space 0 0 Space 39 40 Space 0 0 Space 41 42 Space 0 L = Handle Lock G = GFCI Personnel protection S = Switch Duty Rated HID = HID Rated H = Heating & Air Conditioning Rated Total Connect 5596 2292 3904 Connect Amps 33 Amps Demand Amps 25 Amps ounti6-g Tee Standing, NEMA 1 PANEL MDP 208Y1120 VAC, 3PH, 4W WATTS BRKR TRP CCT CCT TRP BRKR WATTS A B C DESCRIPTION RED PLS NO. NO. PLS REQ DESCRIPTION A B C 2290 5326 5248 Lighting Panel 1; LP-1 225A-3 1 2 225A-3 Appliance Panel; AP-1 15558 13854 17040 13996 15308 17654 Appliance Panel; AP-2 225A-3 3 4 225A-3 SHT Appliance Panel; AP-3 26472 26472 26472 7648 8620 9284 Appliance Panel; AP-5 225A-3 5 6 15OA-3 L JCP Panel 9234 11376 9040 12490 12490 12490 *Roof Top Unit 1 H* 125A-3 7 8 80A-3 H* *Roof Top Unit 3 8887 8887 8887 2282 2282 2282 *Roof top unit 2 H* 25A-3 9 10 225A-3 SHT Appliance Panel; AP-4 26388 26408 25428 4924 4924 4924 Remote Condensing Unit H* 5OA-3 11 12 225A-3 Appliance Panel; AP-6 5596 2292 3904 18014 18014 18014 Water Heater L 200-3 13 14 125A-2 KES Breaker Panel 6417 8214 4617 Spacel 15 16 SPD Spacel 17 18 SPD Spacel 19 20 SPD * SEE ELECT SHTS FOR CONDUIT AND WIRE SIZE I Total Connect 160196 164467 165284 LENNOX Connect Amps 1360 Amps MLO AIC: SEE NOTES D6, D7, & D8, Mounting: Flush COMPUTER PANEL 150A, 120/208VAC, 3PH, 4W, CB TYPE: BL or BLH WATTS BRKR TRP CCT CCT TRIP- BRKR WATTS A B C DESCRIPTION REQ PLS NO. NO. PLS REQ DESCRIPTION A B C 1488 POS/Reg/Mon/Printer/Headset L 20A-1 1 2 20A-1 L Wayport - wireless interactive server/Pos video monitor 180 1764 Pos Prep-Kvs Monitor / Rec Pmtr/ sticky label/Video Mon G L 20A-1 3 4 20A-1 L Pos & ORB monitor/ Rec Printer/Labeling/Mon/Del Tablet 1368 100 CctVTiimer L 20A-1 5 6 20A-1 L Menu Bd-Digital/Media Player/Merch 1368 390 Coin Dispenser/Pos-Pc Hardware/POS timer/Vido L 20A-1 7 8 20A-1 L Pos-Pc Hardware Presenter's Booth /Video Mon. w/supports 600 180 Pos Video Monitor L 20A-1 9 10 20A-1 Zoom Timer 720 600 Tech Rack L 20A-1 11 12 20A-1 L POS Tech Rack 360 180 McCafe Menu Board L 20A-1 13 14 20A-1 L POS Optical Isolator 120 1200 Tech Rack L 20A-1 15 16 20A-1 L Pos Crew Room/Cashless Train 1800 1440 Tech Rack L 20A-1 17 18 20A-1 L Speaker Canopy #2, 120 1080 Pos PC front counter L 20A-1 19 20 20A-1 L Office desk 1200 312 Table Locator L 20A-1 21 22 20A-1 L Office desk 1200 720 KVS mon/Register/Delvery L 20A-1 23 24 20A-1 Spare 1860 Exterior Menu Boards L 20A-1 25 26 20A-1 L POS video monitor 360 528 Cash Recycler L 20A-1 27 28 20A-1 Time Clock 60 1860 Exterior Menu Boards L 20A-1 29 30 20A-1 L Kiosks 1080 480 Equipment Rack L 20A-1 31 32 20A-1 L Kiosks 1080 984 BOCA L 20A-1 33 34 20A-1 L Kiosks 1080 312 Table Locator L 20A-1 35 36 20A-1 L Kiosks 1080 216 1 BOCA L 20A-1 37 38 Space 0 180 Pos Video Monitor L 20A-1 39 40 Space 0 0 Space 41 1 42 Space 0 L = Handle Lock G = GFCI Personnel protection S = Switch Duty Rated HID = HID Rated H = Heating & Air Conditioning Rated Total Connect 9234 11376 9040 Connect Amps 82 Amps Demand Amps 90 Amps 414/0, 1 Ill . 4#4/0. 1 W. 4#4/0. 1 K 131313 ° ° ° 131313 0 IN 2-1/2•C. IN 2-1/2•C. IN 2-1/2•C.SEE SHEET ona Panel AppIlairm P E3.0 4 1 1123.37E1 SEE POS AIL SHEET •OAP-4• •�-1 • E4.0 LJo" Pans) Applance Panel AppWM PondC COMPLITER *LP-1, 'AP-5* 'AP-8• Q PANEL MOUNTM ©BREWER PANEL0 BY 1 0AWWM Panel APPIllaince F 3 2 "AP-3" 'AP-2* Q Q 0 CONCRETE CURB SEE STRUCTURAL SHEETS. °o VERIFY PAD DIMENSIONS ° MATCH SUBMITTED MDP. coo v m v m v m 0 on o 0 00 o m m m m 11113 m m SPD RISER DIAGRAM NOTES SEE BUILDING GROUNDING DETAIL-��--�---- ElIF REWIRED BY LOCAL, PROVIDE SHUNT TRIP FOR ELECTRICAL PANEL AS SHOWN FOR EMERGENCY POWER STOP. BUILDING ELECTRICAL GROUNDING DETAIL SERVICE ENTRANCE ELECTRICAL PANEL- 20BY/120V 30, 4W (TYPICALLY MDP) BUILDING -+ ELECTRICAL SERVICE ENTRANCE FROM UTIUIY TRANSFORMER BUILDING STEEL ELECTRODE COMPLIANT WITH NEC SECTION 250. DISTRIBUTION EQUIPMENT NOTES: D1. ALL ELECTRICAL MATERIAL USED ON THIS PROJECT SHALL BE •UL• USTED AND LABELED. D2. THE EC/GC/AREA CONSTRUCTION MANAGER WHEN ORDERING PANELBOARDS, SFWl DETERMINE THE NUMBER OF SERVICE ENTRANCE CONDUCTORS, SIZE AND MATERIAL TYPE, AND SHALL PROVIDE THIS INFORMATION TO THE PANELBOARD SUPPLIER SO THAT THE APPROPRIATE LUGS CAN BE PROVIDED FROM THE FACTORY. D3. ALUMINUM SERVICE ENTRANCE CONDUCTORS SHALL ONLY BE USED WHEN THEY ARE TERMINATED DIRECTLY TO THE LINE LUGS ON A C/T AND METERING CABINET. THE LINE LUGS OF A FUSIBLE DISCONNECT SWITCH OR TO THE LINE LUGS OF A MAIN LUG ONLY (6 HANDLE RULE) SERVICE ENTRANCE PANEL. ALUMINUM SERVICE ENTRANCE CONDUCTORS SHALL NOT BE TERMINATED TO THE LINE LUGS OF ANY MAIN BREAKER SINCE DOING SO WILL VIOLATE ITS 100% UL RATING. IF ALUMINUM CONDUCTORS ARE USED AS PREVIOUSLY INDICATED THEY SHALL BE TERMINATED AS FOLLOWS, AND THE WIRE SIZE INCREASED DUE TO LOWER AMPACITY OF ALUMINUM. EXPOSED ALUMINUM CONDUCTOR STRANDS SHALL BE COATED WITH AN MITI -OXIDANT IMMEDIATELY AFTER INSULATION IS STRIPPED AWAY. A COMPRESSION LUG SHALL BE PROPERLY INSTALLED ONTO THE EXPOSED ALUMINUM CONDUCTOR STRANDS, AND THAT COMPRESSION LUG SHALL THEN BE BOLTED TO THE TRANSFORMER TAPS AND SWITCHBOARD BUSS USING PROPERLY SIZED BOLTS, NUTS AND WASHERS. MERELY INSERTING ALUMINUM STRANDS UNDER A SCREW LUG SWILL NOT BE ACCEPTABLE. D4. THE SURGE PROTECTIVE DEVICE (SPD) UNIT SHALL BE AN INTEGRAL UNIT PROVIDED AND INSTALLED BY THE SWITCHBOARD MANUFACTURER. ORDER APPROVED UNITS AS SHOWN IN D5. D8. D5. APPROVED SWITCHBOARDS, PANEL. & SPD SUPPLIER (IN ADDITION TO ORDERING SWITCHBOARD & PANELS ALSO ORDER SPD) SUPPLIERS- 900 REGENCY DRIVE GLENDALE HEIGHTS, IL 60139 TEL- (BW)784-6059 OR (630) 671.6304 SPD INTEGRAL: 1-UNE SERIES, (20BY/12OV, 30) M D 10. D11. D6. MAIN INCOMING METER / CURRENT TRANSFORMER CABINET, MAIN DISTRIBUTION PANEL MDP, SERVICE CABINET AND SWITCH SHALL BE BRACED FOR THE HIGHEST AVAILABLE FAULT CURRENT BUT NOT LESS THAN NEMA SYMMETRICAL RMS OF 65,000 AMPERES. CONTACT UTILrfY/PM/GC/EC AS REQUIRED. D12• D7. BRANCH BREAKERS IN ALL LP, AP AND (CP IF USED) PANELS SHALL HAVE A NEMA SYMMETRICAL RMS RATING OF 10,000 AMPS. ALL CIRCUIT BREAKERS IN AP, LP AND CP PANELS SHALL BE SERIES RATED WITH THE CIRCUIT BREAKERS IN PANEL MDP SO THAT ALL CIRCUIT BREAKERS IN ALL BRANCH D13. PANELBOARDS ARE PROTECTED AGAINST THE MAXIMUM FAULT CURRENT AVAILABLE AT THE MAIN SERVICE DISCONNECT. NO DESIGN CHANGES SHALL BE MADE TO THE DISTRIBUTION SYSTEM WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL ELECTRICAL ENGINEER OF RECORD. FOR A SERIES RATED SYSTEM USING PANEL BOARDS MANUFACTURED BY SQUARE-D USE A FULLY RATED MAIN BREAKER (SM-RGC) AS WELL AS OTHER FULLY RATED BREAKERS D14. IN THE MDP (QG, FH, RGC) AND SERIES RATED BREAKERS (00 (B), QO (B) VH) IN THE SUB -BREAKERS. POWER TO SUBPANELS (TYPICAL) 14 AWG POS ISOLATED EQUIPMENT GROUNDING CONDUCTOR TO CP TELEPHONE PANEL GROUND NEC SECTION 800 (BONDING) CABLE TV GROUND NEC SECTION 820 (BONDING) #6 AWG TO METAL GAS PIPE NEC SECTION 250 (BONDING) 16 AWG TO HVAC METALLIC DUCT NEC SECTION 250 (BONDING) GROUNDING ELECTRODE CONDUCTOR PANELBOARD SUPPLIER SHALL MARK CLEARLY & LEGIBLY ON THE DOORS OF ALL PANELS. DOORS OF ALL PANELS •CAUTION - SERIES RATED SYSTEM _-A AVAILABLE. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.' ALL BREAKERS SHALL BE THE BOLT -ON TYPE. ALL CIRCUIT BREAKERS SWILL BE CAPABLE OF BEING LOCKED OUT TO COMPLY WITH OSHA REGULATION 1910.147 LOCKOUT/TAGOUT PROCEDURES. BRANCH BREAKERS OF 2P AND 3P CONFIGURATION SWILL HAVE A COMMON TRIP. ALL CIRCUIT BREAKERS USED TO SWITCH LIGHT FIXTURES SHALL BE APPROVED FOR THE PURPOSE AND MARKED *SW. ALL HVAC CIRCUIT BREAKERS SHALL BE HACR TYPE. SEE TABLE ON SHEET E4.0 FOR CONDUIT AND WIRE SIZE REQUIREMENTS. PANELBOARD SUPPLIER SWILL PROVIDE ENGRAVED PLASTIC LAMINATED LABELS TO IDENTIFY ALL PANELS. LABEL FOR COMPUTER PANEL SHALL READ 'COMPUTER ONLY PANEL'. ALL PANELS SFWl BE PROVIDED WITH A KEY LOCK AND LATCH. EACH PANEL SHALL HAVE TWO KEYS WITH ALL PANELS KEYED ALIKE. SINGLE LINE RISER DIAGRAM 4 #4/0 do 1 #4 GND. TYPICAL FOR PANELS AP-1, 2. 3. 4 Z O H n. U to W 0 W a T. 0po GrZ`GENSF No 12 ` r �1 STAT OF i 0 '. ,4 G N S01YA` ,0t,��\ 2023.08.11 11:55:14-04'00' THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED. PRINTED COPIES OF THE DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES OF THE DOCUMENT 08.11.2023 DATE / W METER / CURRENT TRANSFORMERS VERIFY V LOCATION AND ALL O REQUIREMENTS IN THE `-� FIELDtn (SEE NOTE D6) Q o N ca o LL II- N SEE I I Z Q 5 D4� rm �► -I'� in W OW W) M BELOW I I J Ln UNDERGROUND SERVICE a Q 3 Z ENTRANCE FROM W i to O L I I TRANSFORMER 0. ro X a f'' 0 O` o C ° ° o 3-SETS OF 4 #400 KCMIL CU IN 3- C U w o�aDE'oo KEY NOTES J o 3 0 CL PROVIDE ENOUGH LENGTH TO TERMINATE DIRECTLY TO GROUND BUS OR USE I o ° M a BOLTED -TYPE CONNECTION DEVICE OR EXOTHERMIC WELD. ) c ° o NON-METALLIC PROTECTIVE SLEEVE. LOCATE SLEEVE DIRECTLY UNDER THE N v ° s - CL F ELECTRICAL SERVICE ENTRANCE PANEL EC TO PROVIDE PLIABLE SEALANT 9 r n BETWEEN COPPER WIRE AND SLEEVE. ® �+�' o '0 c ; 1�1 FOR NEW CONSTRUCTION WHf]N A SPREAD FOOTING OR DOWN TURNED SLABd o0 0 0c o IS USED. EC SHALL INSTALL A CONCRETE ENCASED ELECTRODE. COMPLIANT Lv, o r v ° v WITH NEC SECTION 250. CONSISTING OF AT LEAST 20 FEET OF BARE #4 AWG C C °i v 'a. E COPPER ENCASED IN 2 INCHES OF CONCRETE NEAR THE BOTTOM OF E o c c00 FOOTING OR FOUNDATION (BELOW GRADE) THAT IS IN DIRECT CONTACT WITH -0 0 ° 0 � (D axi L � EARTH. o_j ►- c `v o L. n METAL UNDERGROUND WATER PIPE ELECTRODE COMPLIANT WITH NEC SECTION J ` m ° 250. THE GROUNDING CONNECTION TO THE INTERIOR METAL WATER PIPE � o "' c d o SHALL BE MADE WITHIN THE FIRST FIVE FEET OF THE WATER PIPE ENTRANCE u � :- �' TO THE BUILDING. 0 CL a �? IF MULTIPLE GROUNDING RODS ARE BEING USED OR NEED TO BE USED. Q -08 _CO n v�i �` E THEY SHALL ALL BE BONDED TOGETHER PER NEC SECTION 250. o a a rn ° 0 :3 a CLAMPS SUITABLE FOR DIRECT BURIAL OR EXOTHERMIC WELD. rr �, o v+ OL CL 8'-0• X 5/8• CU ROD GROUNDING ELECTRODE COMPLIANT WITH NEC 2 ` # o 1 ° 0 3 o v EI SECTION 250. 0 3 ° v ° ° T� 41 t 'a 4) C [i]CU BONDING JUMPER SIZED PER NEC SECTION 250 Q$ FACTORY PROVIDED ° o � y 0.2 v NEUTRAL TO GROUND BAR LINK. (THIS IS THE OW PLACE IN THE BUILDING t o «, o o t m t WHERE N-G SHALL BE BONDED TOGETHER) o= f- a 3 w C . rn . a CONTAINING GROUNDING M�So IRNEEEN�20. DALL SHALL NA BOTHBYSCTIO50. PROVIDE GROUNDING TYPE BUSHINGS & FITTINGS. N MCDONALD'S GROUNDING STANDARDS PURPOSELY EXCEED THOSE GIVEN BY 10 j r4 9 OO § N THE NEC. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A BUILDING SYSTEM MEETING NEC AND MCDONALD'S STANDARDS AS SHOWN N N 00 GROUNDING o - N ON THIS DRAWING. .��, 0 CU GROUNDING ELECTRODE CONDUCTORS 11 AND BONDING JUMPERS SHALL BE SIZED N BASED UPON ELECTRICAL SERVICE SIZE PER O NEC SECTION 250 CV m 800A 1000A 1200A 310 CU 3/0 CU 4/0 CU • SHOWS CONNECTION/BONDING POINT Z 0 D 15. PANELBOARD MANUFACTURER SHALL PROVIDE ARC -FLASH WARNING LABELS FOR MDP AND ZD ALL BRANCH PANELBOARDS IN ACCORDANCE WITH NEC110. in 3 z W D 16. ALL RECEPTACLES IN THE KITCHEN AREA MUST HAVE GROUND FAULT r� i m CIRCUIT -INTERRUPTER PROTECTION PER NEC 210.8 (B) (2). PROJECTS RATED 1200 AMPS OR MORE, AND FOLLOWING NEC 2017 OR NEWER, Q D17. ON ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DATA COLLECTION INCLUDING BUT NOT Z Q I LIMITED TO UTUTY TRANSFORMER DATA, CABLE LENGTHS. ETC AND COORDINATING WITH THE SWITCHBOARD SUPPLIER OR ELECTRICAL ENGINEER SO THAT AN ARC FLASH STUDY V) o o °� CAN BE PREFORMED. SUPPUER SHALL SHARE THE RESULTS OF THE STUDY WITH THE 0 U N ENGINEER OF RECORD SO THAT THE APPROPRIATE ARC ENERGY REDUCTION METHOD N r- W rJ c rn MEETING THE REQUIREMENTS ON NEC 240.87 CAN BE APPLIED. CONTRACTOR SHALL ALSO 0 00 N BE RESPONSIBLE TO AFFIX THE LABELS ON THE DESIGNATED EQUIPMENT PROVIDED BY N o G N THE SUPPLIER. NSN#: 40871 z � E4*2 rn ELEC UTIL. DIST. ( 0 u- a PROJECT TEAM OWNER/DEVELOPER McDONALD'S USA, LLC- FLORIDA REGION 10150 HIGHLAND MANOR DRIVE, SUITE 470 TAMPA, FLORIDA 33610 (813) 630-9634 CIVIL ENGINEER PETER VAN RENS, P.E. KIMLEY-HORN AND ASSOCIATES, INC. 445 24TH STREET, SUITE 300 VERO BEACH, FLORIDA 32960 (772) 794-4100 CONSTRUCTION PLANS FOR 009-2721 ZEPHYRHILLS LOCATED IN CITY OF ZEPHYRHILLS, FLORIDA SECTION 34, TOWNSHIP 25 S RANGE 21 E 0".' IF . ARCHITECT SURVEYOR PURDY AND MUROFF ARCHITECTURE, INC. FORTIN, LEAVY, SKILES, INC 1711 N. HIMES AVENUE 180 NORTHEAST 168TH STREET TAMPA, FLORIDA 33607 NORTH MIAMI BEACH, FLORIDA 33162 (813) 353-0035 (305) 653-4493 LIST OF CONTACTS SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT BETH GEURNIK 7601 HIGHWAY 301 NORTH TAMPA, FL 33637-6759 CITY OF ZEPHYRHILLS UTILITY DEPARTMENT JOHN BOSTIC 5335 8TH STREET, ZEPHYRHILLS, FL 33542 813-780-0029 JBOSTIC@CI.ZEPHYRHILLS.FL.US SANITARY SEWER CITY OF ZEPHYRHILLS UTILITY DEPARTMENT JOHN BOSTIC 5335 8TH STREET, ZEPHYRHILLS, FL 33542 813-780-0029 JBOSTIC@CI.ZEPHYRHILLS.FL.US ELECTRIC DUKEENERGY 13TH AVE SOUTH ST.PETERSBURG, FL 33701 877-372-8477 BSUCCST@DUKE-ENERGY.COM CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 Know whars below. Cell before you dig. BUILDING DEPARTMENT CITY OF ZEPHYRHILLS PLANNING DEPARTMENT BILL BURGESS 5335 8TH STREET, ZEPHYRHILLS, FL 33542 813-780-0000 EXT. 3511 BBURGESS@CI.ZEPHYRHILLS.FL.US HEALTH DEPARTMENT FLORIDA DEPARTMENT OF HEALTH IN PASCO COUNTY 10841 LITTLE ROAD NEW PORT RICHEY, FL 34654 727-619-0300 FIRE PREVENTION PASCO COUNTY FIRE RESCUE JUSTIN FRUM 4111 LAND 0 LAKES BLVD., SUITE 208, LAND 0 LAKES, FL, 34639 813-929-2737 FRWEBINQURIRES@MYPASCO.NET TECO ENERGY J.J.MORRIS 1898 NUCCIO PARKWAY, TAMPA, FL 33605 407-420-6649 PROJECT LOCATION , FRONTIER COMMUNICATIONS TONICANNON 3712 WEST WALNUT STREET, TAMPA, FL 33607 813-875-1014 TONNI.CANNON@FPR.COM PLANNING AND ZONING CITY OF ZEPHYRHILLS PLANNING DEPARTMENT RODNEY CORRIVEAU 5335 8TH STREET, ZEPHYRHILLS, FL 33542 813-780-0000 EXT. 3544 RCORRIVEAU@CI.ZEPHYRHILLS.FL.US FDOT FDOT BROOKESVILLE OPERATIONS 16411 SPRING HILL DRIVE, BROOKSVILLE, FL 34604 LEGAL DESCRIPTION MARKET AT ZEPHYRHILLS PB 90 PG 096 LOT 3 INTENDED USE STATEMENT: 13 PRETTY POND RD' r, —4,ilk- o VICINITY N.T.S. NORTH ►17 THIS PROJECT PROPOSES TO CONSTRUCT A 4,395 SF FAST FOOD RESTAURANT WIT 64 SEATS AND A SIDE BY SIDE DRIVE THRU, AND ALL NECESSARY INFRASTRUCTURE IMPROVEMENTS A A Sheet List Table Sheet Number Sheet Title C-000 COVER SHEET W co o � I- z Z W � f- Qz W Q2 oW W = _� F- 0 Z Z O Q W W a Q (n W W 0 Z Z Q Q W Z (7 W H d Of W M O M Qz O W (n Z Z Q W 0 Q U)Z 1.-W Za H Z W O (-) U) J U _J Ul IN- W Z M W W Q M w � IV O v L� o O 0 w w a a M a 0 z O 0) N �p 606WZ J � C) O I_ U z QQL'i ow mc)� �0)�I Qw�� LLJ Z > � Z r- Q O 1 >Iva Z N N 0 00� LLI 0 I Z O Uj S � LLJ LLJ J V) N O = Y C-001 C-002 C-003 C-004 C-005 C-100 C-101 C-102 ALTA NSPS LAND TITLE SURVEY DEMOLITION AND EROSION CONTROL PLAN EROSION CONTROL PLAN - PHASE II EROSION CONTROL D O DETAILS EROSION CONTROL DETAILS SITE PLAN SITE DETAILS SITE DETAILS - PHASE I Z m° = W H ° oo/�-�°��°��'% U) o W o Z o o Z (L > �° `. .z W 7 o� �� ° ��a o ° �; �'•,`��.` °"'" 0 V \ lilt U Ln N o Y� Cl C-200 GRADING AND DRAINAGE w N cn C-201 GRADING AND DRAINAGE DETAIL PeterUigdallysigned byPeter J Van Rens DN cn=Peter)Van Rens. 00 W N Q N Q m i- M } CI - J Van c=US, o=KIMLl HORN ASSOCIATES a s(gkurHey _ I J LLJ 9 C-300 UTILITY PLAN emaIAND peteerva hotn.corn c-- Q (n Q LAI Date. 2023.11 06 13.01 06°° 19 - (__) W 0 2 CD a C-301 UTILITY DETAILS Rens C-302 UTILITY DETAILS C-303 UTILITY DETAILS C-400 PHOTOMETRIC PLAN L-100 LANDSCAPE PLAN w L-150 LANDSCAPE DETAILS W L-151 LANDSCAPE NOTES & SPECIFICATIONS L-200 IRRIGATION PLAN cn L-250 IRRIGATION DETAILS L-251 IRRIGATION NOTES & SPECIFICATIONS (2) w L-252 IRRIGATION NOTES & SPECIFICATIONS FDOT PERMIT NO. 23-D-798-00055 Q C) CU 0 Q VJ CN 1 _ T O LL N 1..L � w �/ J — V / > U' V I O 7 L Z � w o> N ❑ LJ_1 UN L< 0 } SUNSHINE STATE ONE CALL OF FLORIDA, INC. SHEET NUMBER -000 c Q _I_ _ \ I vvm - -- wlvi _.._ ERR wm .--77 -- v >NY -,'?�. f # t 1J t r✓ S EXISTING STORM t� ! 2G! a _= _ _- MAINTAINED M EXISTING STORM PIPE PIPE TO BE n « TO BE MAINTAINED A ° ;y , - TART/END OF , _SS SS z CONTRACTOR TO MAINTAIN CONTRACTOR TO MAINTAIN Cp ACCESS TO ACCESS TO 5, PROPOSED TREE J PROPERTY AT AL L TIMES - --- - TAKE 5=' _. __ IT___ - ( PROPERTY ATALLTIMES FENCE ? f .. PROTECTION ;I/ ri .......... '�_ LD - = ti �- W _ SF U m - T iA VAI SF SF SF SF SF SF r ,l/ , ! r t i G i I v) Sit �_v,.,,.. a E� t r - _. _ ._ _-- STIR STIR - - � STR ._ In r;l EXISTING STORM EXISTING PAVEMENT MARKINGS PIPE TO BE EXISTING PAVEMENT > C. , Li ' , 1 ( CC N � TO BE REMOVED TYP. �'.�s , L I ..._. MAINTAINED ......... MARKINC4-- TO. -..BE R€MOV€D _ ....._.. _ _._ Q Q _. _. Z " ( HD PE 'S --- _ EXISTING TYPE t _ - 1 D CURB TO BE EXISTING CATCH REMOVED v .F j' BASIN TO BE _ - RAISED TO GRADE SILT FENCE CTE r STORM INLETf41 LF'OF EXISTING TYPE � =)'D' CURB TO BE REMOVED PROTECTION I EXISTING PAVED ROAD a) I � DONE BY OTHERS. SEE DEVELOPERS PLANS I , r ) } _� n .N `O 1 I a' :itUi3 OJ ✓: s TEMPORARY SEDIMENT BASN 1i I N a, 1 3,627 CF EXISTING SIDE SLOPES SHOULD STORM PIPE TO CON ( NOT EXCEED 4:1 BE MAINTAINED EN I Ih (SEE w 128.9 SHE s 127.9 o) DANDY CURB A AQ SEDIMENT TRAP �; i I STORM INLET 126.9 (SEE DETAIL ON PROTECTION AA � SHEET C-004) I I STAR/END OF �' n TYPE 'D' CURB CONCRETE WASH AREA REMOVAL (SEE DETAIL ON E 6 SHEET C-005) i 0 r-- y 0 w �i T EXISTING CATCH BASIN TO BE RAISED TO GRADE {_77I APPROXIMATE MASTER " IRRIGATION MAIN. t� n CONTRACTOR TO VERIFY LOCATION, DEPTH, AND SIZE ca x Y` � I 0 r-- o 126.9., o 0,) 127.9 r SWPP ` ( PROTECTION 1 8.9 C SIGN. REFER EXISTING CATCH TO DETAIL ON START/END OF G \ A SHEET C-004 - PROPOSED TREE \ DANDY CURB BASIN TO BE STORM INLET RAISED TO GRADE � � PROTECTION FENCELA PROTECTION i_ _.__.- ___.`� �0 ROTE ENC `\ Js is Js is is jsis JS w 1 a, m A� QT STAR/END OF (Y ,:7t}'� I -I ..� -- 41 .1T L 1 �; V' \ ' r r�^� 18" HL:PE/ I TYPE D CURB 0 >0 L t DANDY CURBREMOVAL 103' i - - STORM IN . un PROTECTION, ±283 LF OF EXISTING v - _ ...;.TYPE _ __ .. v � F r , ,: - - ! TrF of vAi of � t��'� REMOVED O V) VA; VE +-i{;h-- If m i-- INV _._ _. �_. _ _ _ _ _ _ - F TOP Q VAL'aL < A / y.4r111 - -- _ I ._.. `F 4VPA w7m WM WM INV door N IN s { C") i s c_) 0 o E v a) fn 0 o Ll cn a' n. U fl i I � i EL o i c) c7 `� n fY c z 0 U fn Z O o �n G a, fY u, III w O r-, t• E C7 _I LLJ w cv c c 13 a, �r 0� o u) o v J n v, cn � C7 r a, � v r c nI !n N a QN c � O + U CALL 48 HOURS Q, BEFORE YOU DIG fit _ ITS THE LAW! L DIAL 811 Know what's belOW. Call before you dig. m T' ° SUNSHINE STATE ONE CALL OF FLORIDA, INC. � UI O c n_ ~ it �I STRUCTION TRANCE DETAIL ON ET C-005) �I I i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a EXISTING STORM PIPE SF PROPOSED SILT FENCE REFER TO DETAIL ON SHEET C-004 Lp LIMITS OF DISTURBANCE SD SILT DIKE FENCE REFER TO DETAIL ON SHEET C-005 PROPOSED TREE PROTECTION SAW -CUT LINE REFER TO DETAIL ON SHEET C-101 FULL DEPTH ASPHALT REMOVAL REFER TO DETAIL ON SHEET C-005 DEMOLITION NOTES: 1. THE INTENT OF THE DEMOLITION PLAN IS TO DEPICT ALL EXISTING FEATURES THAT ENCUMBER THE PROPOSED CONSTRUCTION AREA AND ARE SCHEDULED FOR REMOVAL. SOME INCIDENTAL ITEMS MAY HAVE BEEN INADVERTENTLY OMITTED FROM THE PLAN. THE CONTRACTOR IS ENCOURAGED TO THOROUGHLY INSPECT THE SITE AS WELL AS REVIEW THE PLANS AND SPECIFICATIONS PRIOR TO SUBMITTING PRICING. CONTRACTOR WILL NOT RECEIVE ADDITIONAL COMPENSATION FOR INCIDENTAL ITEMS NOT SHOWN ON THIS DEMOLITION PLAN. 2. THIS DEMOLITION PLAN IS BASED ON AVAILABLE UTILITY INFORMATION AND MAY OR MAY NOT BE ALL INCLUSIVE FOR THIS SITE. ANY UTILITIES ENCOUNTERED DURING DEMOLITION THAT ARE NOT DEPICTED/ADDRESSED ON THIS DRAWING SHOULD BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER IMMEDIATELY. 3. CONTRACTOR IS REQUIRED TO OBTAIN ALL DEMOLITION PERMITS. 4. ALL FEATURES IDENTIFIED ON THIS PLAN WHICH ARE LISTED TO BE DEMOLISHED ARE TO BE REMOVED FROM THE SITE. AFTER DEMOLITION IS COMPLETE THE SITE SHALL BE DELIVERED IN A CONDITION SUITABLE FOR DEVELOPMENT. 5. CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITIES TO THOSE AREAS DELINEATED ON THE CONSTRUCTION DRAWINGS UNLESS OTHERWISE DIRECTED BY THE DEVELOPER OR AS REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS. 6. CONTRACTOR TO COORDINATE WITH ALL UTILITY OWNERS PRIOR TO DEMOLITION TO ENSURE SERVICES HAVE BEEN DISCONNECTED. 7. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING AIRBORNE DUST AND POLLUTANTS BY USING WATER SPRINKLING OR OTHER SUITABLE MEANS OF CONTROL. 8. CONTRACTOR TO USE CARE IN HANDLING DEBRIS FROM SITE TO ENSURE THE SAFETY OF THE PUBLIC. HAUL ROUTE TO BE CLOSELY MONITORED FOR DEBRIS OR MATERIALS TRACKED ONTO ADJOINING ROADWAYS, SIDEWALKS, ETC. ROADWAYS AND WALKWAYS TO BE CLEARED DAILY OR AS NECESSARY TO MAINTAIN PUBLIC SAFETY. 9. ALL ASPHALT TO BE REMOVED SHALL BE SAW CUT ADJACENT TO REMAINING IMPROVEMENTS. 10. WHERE REMAINING, INLETS, MANHOLE COVERS, AND VALVE COVERS TO BE PROTECTED IN PAVEMENT REMOVAL AREAS. 11. SEE SITE AND IMPROVEMENTS PLANS FOR LIMITS AND GRADING OF RESURFACED DRIVEWAYS AND ENTRANCES. 12. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING SITE LIGHTING AND CONDUIT ROUTINGS AND FOR ASSURING THAT THE CIRCUITRY OF THE SITE LIGHTING TO REMAIN IS MAINTAINED AND THAT DEMOLITION DOES NOT IMPACT SITE LIGHTING OF THE REMAINDER OF THE DEVELOPMENT. MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 55 CUBIC YARDS / ACRE. 7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. SEDIMENT BASIN SIZING CALCULATION: REQUIRED 1" TREATMENT FOR BASIN: 42,875 SF X 1 INCH X 1 FT/12 = 3,573 CF OF STORAGE PROVIDED: [(2570+1789)/2*1 FT]+[(1789+1108)/2*1 FT] = 3,627 CF OF STORAGE L m w w � m o cn F- g � o w w � o Z z 0 0 "'' w a ¢ CO w m Z o � w z m � m w w CL �. w m Cl o D7 o U c Z Z ¢ w w Qw z za 2 U) 20 0 z F o0 �0: ►_- Lu w W U. W m m - z cn = VO Wp w U) a� W z w o CO W z o_ i ILI) = w a w N O H 0 w a ¢ o Z o cD rn N �p (j O Z J L'i U O Q Q Ow m O u 0 O V) ¢ w uj 0 Q o I M� 0 Lu I N W 0 w r r7 cn N Y 0 N U) ``�1111111:7' A Z (0O o° 1 1 U Ln N z O � Y � Ln O w 0 N I- I In Q m m r _ 0 N I Ld 0 w 0 3 �w Y r- O U w cr _ (n 0 0 U J 00_ a Z � 0 0 0 J D Z O � Z w Q 0� o w w Q U0 O J J rn V / J Q �J�U) N = LL N 0 w_ a- cn O=�Q_' _j J Q_ a Z W O� i N 0 LLj N N U 0 0 L U SHEET NUMBER C-002 U N a 0 p rn i m c c o .S�WfI�'RY AI1� 1 R =I,?,765' N.W. IIW.. - I21.j5' N.W. INY. _ 12065' Y S & W. 4w,=121.05`� M � 1 p , I a V I N I' a a> I IC o 0 n (n = a -�r z � p I F (/ Y � j o' r c� Y ° ° I N jJ a � i c ( fi .........F....� <C c� a N DANDY CURB STORM INLET v ON c V) ., . s a n v j n o U) a a E ° v� R40. 4= 0?'0,00 "J I V) r f -w 5 0iv 0,/ X) a MI v :v -o a -r29, Y� a _o Ln u ° (v c p a p r,� a N � o a Cv ° CO U CD a a U) w a > o 0 Z 0 -p U) ri I N z a U J rl N J •� O ° (Y I- c z (D o U z 0 � O C) W V) W o � c CD C) I� U O a �a U) U) { = a W � X = c L ° w N n ;� a CU U V) c C) (U a N _c �. _s CALL 48 HOURS (L v BEFORE YOU DIG m� 4) �' IT'S THE LAW! know what's below. DIAL 811 Call before you dig. m U -0 SUNSHINE STATE ONE CALL OF FLORIDA, INC. a _ _- jr co,"; WM _ ... _...... 51ON E 4S T. f?fa', 90 . ��" P R 9/1, P/l J fly /i 0 rl PROPERTY LINE/ROW LINE ,I S108 0.3E 155.;02 APPROXIMATE MASTER IRRIGATION MAIN. CONTRACTOR TO VERIFY LOCATION, DEPTH, AND SIZE - 15' iA10S'G4f3f BUFFER P8 .90 f-10. 95 p1t .92 PG. 1.3g 0 r j c START/END OF PROPOSED TREE PROTECTION FENCE'S- NAII rN A5Pr141T RRu=1zW. 14' 2b 7013'E U O i n t GRAPHIC SCALE IN FEET 0 10 20 40 DEMOLITION LEGEND EXISTING CURB TO BE DEMOLISHED =M--- EXISTING CURB TO REMAIN PROPOSED INLET PROTECTION REFER TO DETAIL ON SHEET C-004 1 EXISTING WATER LINE SS EXISTING SANITARY SEWER STR ---- EXISTING STORM PIPE SF PROPOSED SILT FENCE REFER TO DETAIL ON SHEET C-004 Lp LIMITS OF DISTURBANCE TREE PROTECTION FENCE REFER TO DETAIL ON SHEET C-004 so DIRECTION OF OVERLAND FLOW --- 11101 DIRECTION OF OVERLAND FLOW 1 £s 7 EXISTING CONTOUR 128.0 PROPOSED CONTOUR MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 55 CUBIC YARDS / ACRE. 7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. EROSION CONTROL NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP -SLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED, COVERED OR CONTAINED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, SLOPE DRAIN STRUCTURE OR APPROVED CONTROL. 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVITIES. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION AT ALL TIMES DURING CONSTRUCTION. 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NUMBERS 101, 102 AND 103 OF F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AND COUNTY PERMITS. 15. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES, RAINFALL RUN OFF OR DEWATERING ACTIVITIES. 16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY AND SWPPP REQUIREMENTS. 17. THE POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTOR'S EXPENSE. 18. NOI TO BE POSTED ON SITE. 19. DEWATERING ACTIVITIES: A. DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B. CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING". C. NO HYDRAULIC PUMPS MAY BE USED FOR DEWATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. D. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. u� U) W W F m O cl) H D z g Q Z W a Q m o W W � o Z O o . 8 a 0 w � a W W m a W uj m 0 G U W Z O U U) z Z Q W W Q W Z Za WO N �U _j UV 00 H W W LLO W m (} cl) WQ Oz � p W U. v_� z a� H z W U U) N z O_ _ cf) = W a (If W N O U x W o rn N �p O z z� � Lc � (n U O z Q Q Ow m 0 a, o CO Q 0 Li Lu o z cy' ON Z N ::E o o I V) w a- O 2 r wLu � � N 0 = Y N � � d °Z ° 1U r m O C O e 4z°° 0� z ::> Y m m a_ In N O � L O cn O � N ~ o� C Q m m m N o W LLJ _ - I O J U 3:U Y <- U w < _ J 0 � W Z W OQ UCL Z OZ U) OJ w Q 0 U0 0 _ J Li r n v / J Q _! U) N=off NSW_ 0��cn O < J O _J W O� N ON LLJ U 0 0 U SHEET NUMBER C-003 c ui 0 0 a 4' MIN. v 0 SWPPP INFORMATION TCOPY OF GINK NNTRACTI W, COPY OF Y COPY OFNOI TRANSFERFORM COISTRUC11aN o OR CUERIM SRNM FORM XPY OF GDEN COPYOFSTATE 4' MIN. COPY OF PERMIT NNTRAm SUPPLIED o AUDIORIl Tm PENNY CONSTRUCTION L AUTHORQATm SITE NOTICE 3 DETAILED DESCRN'TION OF TIE LOCATION OFTHE SWPPP ° OO(�IYENTATION (BNNIERAND SFTE MAPS) ON THE S1 u, ui 0 3' iIN. a NOTES: 1. "SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL. 2. SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.). 3. THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE ENTRANCE/EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE/VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY HAZARD. 4. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE -OF -TERMINATION (NOT) IS FILED FOR THE PERMIT. 5.CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE LOCAL AGENCY. 6. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 7. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THIS SWPPP INFORMATION SIGN. L I II I II E 3' MIN. I I I I I1 Q I II I II I II I II U y n SWPPP INFORMATION SIGN J � o `y o j t v SILT FENCE AND/OR N HAY BALES (TYP.) N.T.S STOCKPILE OF ERODIBLE MATERIAL SEDIMENT CONTROL FOR CL E STOCKPILING OF ERODIBLE MATERIAL v n o N.T.S 0 U) a U � a c 0 rr v V � � o I � a ? U ,j - CROSS BRACE _ 5 U 0 ° 15" 0 3' MIN. v `l 18" MAX. I i r -) n o z; 2"x4" WOOD FRAME 2"x2" STAKE \ i c_) o VIEW OF FRAME WITHOUT SILT FENCE E (D -o l [ o Q) \ / J 'N FLOW I I DRAIN GRATE 1 Z 25' MAX. SILT FENCE AND/OR HAY BALES (TYP.) NOTE: WHEN STOCKPILING ERODIBLE MATERIAL FOR EXTENDED PERIODS, THE AREA SHALL BE SEEDED AND MULCHED. GATHER EXCESS AT CORNERS VIEW OF FRAME WITH SILT FENCE 2' 2' STAKE FABRIC--- �_ FABRIC EXTENDS 12" MIN. SECTION SHIN C) 2 I 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR z � f� I I I SMALL, NEARLY LEVEL DRAINAGE AREAS 2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL U) { U LESS THAN BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT o w 5% SLOPE I I RUNOFF FROM BY PASSING THE INLET. A TEMPORARY DIKE cn L - - - - - - - - - - MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE o / / \ STRUCTURE. 3. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE C7 ELANL THE INLET DRAINS IS A RELATIVELY FLAT AREA (SLOPE NO c TEMPORARY DIKE GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND a (IF NEEDED) FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD U N J c'l V) � m �0 ly c r -o T o n n N � a� Q) U ui C U U N y v CALL 48 HOURS BEFORE YOU DIG CT IT'S THE LAW! Know what's below. DIAL 811 Call before you dlg. m U °o SUNSHINE STATE ONE CALL OF FLORIDA, INC. _O r LL ~ SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SILT FENCE INLET PROTECTION N.T.S OVERLAND FLOW TEMPORARY SEDIMENT SUMP N.T.S CURB AND GUTTER INLET OVERFLOW GAP-\ STORM SEWER GRATE (COMPLETELY COVERED BY HI -FLOW FABRIC) LAKE OR SWALE CURB OPENING (WITHOUT GRATE) OVERFLOW AGGREGA POUT m DANDY CURB BAGS" (OR APPROVED EQUAL) a STORM SEWER GRATE b (COMPLETELY COVERED) '° • C CURB FILTER CURB INLET SEDIMENT CONTROL N.T.S NOTES: 1. PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS REQUIRED. 2. FLUSH SURFACE STONE TOWARD SEDIMENT TRAP WITH HIGH VOLUME WATER FLOW AS NEEDED TO MAINTAIN CLEAN SURFACE STONE. 3. PLACEMENT OF SEDIMENT TRAP SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL JUSIDICTION. LTER FABRIC ATERIAL r`7 c p t r sr �.... 111.11 a JJ � rt to J.:>+.�'�h eta �� J? +.'. r,, �>1 to +Ry �,tu�rt..:1 • .,c,. •>,°°' ttt tJ3>+.•""�.Jt $Jd'° t'�'•r .,.«'t _¢r . rr��is'5. `� • ATTACHING TWO SILT FENCES FILTER FABRIC MATERIAL SECURELY FASTENED TO POST THE END POST OF THE THE POSTS SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE APPROXIMATELY 8" OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL MATERIAL SILT FENCE INSTALLATION N.T.S ROTATE BOTH POSTS AT LEAST NOTES: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. HOLE INLET INSERT N.T.S DANDY CURB ,m (OR APPROVED EQUAL) FILTER 2' TUNDRA WEIGHT, ORANGE FLAGGING AT 3' O.C. 3' O.C. 6' MIN. LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS UV RESISTANCE ASTM D-4355 80 % APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 NOTES: 1. FOR TEMPORARY USE TO CAPTURE LARGER DIAMETER SEDIMENTS. NOT TO BE UTILIZED AS THE ONLY SEDIMENT CONTAINMENT SYSTEM 2. GEOTEXTILE WILL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEED REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3. AN OIL ADSORBENT PAD OR PILLOW CAN BE PURCHASED WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. EXISTING TREE TO REMAIN 3' 14-1/2 GAUGE BARBED WIRE (NON -BARBED WIRE ADJACENT TO R.O.W/PROP. LINE) FILTER FABRIC OVER WIRE FENCE T-BAR POSTS 1WIRE FENCE $" MIN �10' MAX. 10' MAX. (MIN. 14-1/2 GAUGE, O.C. O.C. MAX. 6" MESH SPACING) Nw7k EXISTING NOTES: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. 2. 2. FILTER FABRIC TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 3. ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. 4. UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. 5. INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES. 6. FENCE/BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TRESS OR GROUP OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. 7. DO NOT PARK HEAVY EQUIPMENT ON TREE ROOTS. DO NOT ADD FILL 4" TO 6" AROUND TREE. ALL WORK WITHIN THE CRZ MUST BE DONE BY HAND. PROTECTIVE FENCING FOR TREES N.T.S WIRE REINFORCED STAKED AND TRENCHED SILT FENCE = w � m o cn I-� 2 p Q z W o w W o Z Q 0 0 uj W CC a a W w z w m 0 a w m a i) UJ Z CO 0 a z z W w ¢w z Z n. WO m 20 J VU f' no m Hw J W 0 W m CO m WQ 00 00 wW z O U) > w o c0 rn N � U to Q Z J L uj U Q Q pw m o CO 0 C/)i) Q rr,Lij C� 0) z Z � 0N Z N � I V) LiJ 0 w a > � � N o Y � L0 o I 0. ¢ •� U Ln N z O :2 Y n a� Lij L O V) �O N ~ I ¢ m m CD Q N 0 Lio _ Y I O J Q in a CJ w r U LO w 0 O 0 2 0 Q U0 O J J �- U J N=off N�W- 0 C) mr aJ cn 0a.a.Z} W 0� Np L� UN Li- 0 U SHEET NUMBER C-004 U C' N w 0 U) U O 0 I (_(m E Y O n U 0 } 0 U 3 N C w 0 O N N a 0 E `o -6 w E Y T C O J � Y a z U J o :J -O z J , Y o 0 n s o `h c N � 3 cn O c r Q E J � o L N t N O w I � c 0 I w ?> a � o 7 n I U n { U n U °N' o � � w o U w E U n I � c� N V U L > U jjs J I 0 Y_ > Y U n 0 E U N o Cl V U r U o_ �) N D v n Q) U > C p m z L N I Ul J J o — c z w J)c Y N .il U n J � n w b c O U U J n ✓� N C J p, —i 'N 'Y >- T) = c i 'j N w U U J) C O + U a w Q) L _c .- �v cy a; rn - o C ~ w E a) u , . V) _0 c iLl.~;. APROP CONSTRUC" AREA FLOW SILT DIKE ••N 'ION:*'.": .: 20" 20" �• , in i ••�•r• � `•: ` Wes.. DIKE PLAN VEIW APRON ON THIS SIDE OF THE DIKE SHALL BE FOLDED UNDER THE DIKE SECTION 20" AND GLUED DOWN A -OVERLAP PER MANUFACTURER'S RECOMMENDATIONS NOTES: 1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. ADHESIVE CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 FLOW SECTION A -A EXISTING CONCRETE OR ASPHALT PAVEMENT ADHESIVE SILT DIKE (ON EXISTING PAVEMENT) N.T.S. SUNSHINE STATE ONE CALL OF FLORIDA, INC. RIGHT-OF-WAY 0.5% MIN. SPHALT AVEMENT � v 1 SHED STONE WEIR 50' —20' MIN. 20' MIN. SLOPE _ VARIES_ _ _ 23� MIN. �.' � ` — — '''r✓- % / 2% MIN. � (VIDE CULVERT AS REQUIRED CARRY PRE—EXISTING DITCH FLOW AASHTO M988 CI ASS 9 NON-WOVFN GFOTFXTII F I INFR CONSTRUCTION EXIT N.T.S rO' M288 CLASS 2 WOVEN GEOTEXTILE UNER BASE 0 EXISTING GROUND FILTERED �- RUN-OFF 2-1 1/2" SO. WOOD POST, 6' O.C. (MAX.) FILTER FABRIC, SILT FENCE BACKFILL SWALE SEDIMENT _.,a - RUN -OFF RUN-OFF MIRAFI SILT FENCE OR EQUAL, SEDIMENTATION CONTROL F.D.O.T. INDEX #102. FILTER FABRIC IN ACCORDANCE WITH NOTES: SECTION 985 OF THE F.D.O.T. STANDARD SPECIFICATIONS. 1. TEMPORARY EROSION CONTROL STRUCTURE TO BE UTILIZED DURING CONSTRUCTION AT AREAS DESIGNATED BY ENGINEER OR AREAS ON -SITE WHERE UNSTABILIZED GRADES MAY CAUSE EROSION PROBLEMS. EROSION CONTROL STRUCTURE MAY BE REMOVED AFTER UPSLOPE AREA HAS BEEN STABILIZED BY SOD, OR COMPACTED AS DETERMINED BY CONTRACTOR. 2. CONSTRUCT STORMWATER SYSTEMS BEFORE ANY BUILDING OR ROAD CONSTRUCTION IS STARTED. a.)PROTECT SYSTEM FROM SILTING AND DEBRIS BY METHODS PROVIDED IN DETAILS. b.) PROTECT SWALE BOTTOM FROM SEALING BY EXCAVATING ALL SILT DEPOSITS DURING CONSTRUCTION. THIS SHALL BE DONE BEFORE SOD & SEEDING & MULCHING IS FINISHED EROSION CONTROL STRUCTURE NOT TO SCALE THE FOLLOWING LIST REPRESENTS A BASIC EROSION AND SEDIMENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP PREVENT OFF -SITE SEDIMENTATION DURING AND AFTER CONSTRUCTION OF THE PROJECT. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE EARLIEST PRACTICAL TIME CONSISTENT WITH GOOD CONSTRUCTION PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT OR THE INITIAL WORK AREA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL THROUGHOUT THE CONSTRUCTION PHASE. TEMPORARY MEASURES SHALL NOT BE CONSTRUCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASURES. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED FUNCTION DURING CONSTRUCTION OF THE PROJECT. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. MATERIAL FROM SEDIMENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MANNER WHICH MAKES THEM READILY SUSCEPTIBLE TO BEING WASHED INTO ANY WATERCOURSE BY RUNOFF OR HIGH WATER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. • CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 Gml STAPLES_ (2 PER BALE) WOOD OR METAL STAKES (2 PER BALE) NATIVE MATERIAL (OPTIONAL) NOTES: 1. ACTUAL LAYOUT DETERMINED IN THE FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF VARIES THE TEMPORARY CONCRETE WASHOUT FACILITY. BALE SECTION BINDING WIRE V10 mil PLASTIC LINING I�-9' MIN. -I STAKE (TYP.) �mmm�STRAW BALE (TYP.) ""-10 mil PLASTIC LINING CONCRETE & STUCCO WASTE MANAGEMENT N.T.S PLYWOOD, 4'x2' PAINTED WHITE WITH 6" HIGH BLACK LETTERS 'CONCRETE'" DIA. LAG �WASHOUT� SCREWS (TYP.) 4"x4"x8' WOOD POSTS 12" DIA. R,�-STIEEL WIRE 8" STAPLE A w w I- m O U) t.. z a D Q z w U Q � p W w H ❑ z z 0 a W J n: vi m W z Q z N� 0 w W m ). W m o o U 0 °z z W w aw z za co �U VU 00 ❑ H w Z U.J w 0 W m U Z coa. W a 00 � p ❑ w LL F=- CL H z cw i 0 U) � z o _ c' = w d Of w N w 0 a I z I m N U _ cfl o z_j Lr) W F-- 0 z Q Q !!!! 0 M o ry 0 o �uj N a Q' uj z r- Q o 1 z N N if O a)_ - I U) LLi LJ 0 g w w >- Y � J U N p = Y N F— 3: •� ON � Lo 't- 04 e•e �� W uo O, -A-= C. Q � � uaQa• U z � Y a- l p� n Ln N o � d) (D� � o 11 N < I Qp LO < Q m m Q 0 m = `i r I _1 2 U Y Q Q w N 0 0 U Q 0 U0 0 J V/ N=off NSW_ 0 J 0 a Z N= L.L W 0 Ia: Na_ W UN LL. o U SHEET NUMBER C-005 C ;I : . • v € J LAlVLJ(.HlZ CADLXLIVI n I 0. R..8, 107 T9 PC 2145 _ - - -- 44- --- 20' ;TPRMWAT�R EA.��R9fPWT ' L NW INV 1• ,65' Pfs' 90 PG 96 Y S: d' y lwv I2f 05' 92 PC IJ8 o Fu i«' UIiJTry rr�sfM rT PR 9 j`' I. < I PROPOSED PROPOSED 24" WHITE " STOP BAR, STOP SIGN ° 24 WHITE (R1-1), AND DO NOT STOIli I BAR AND PSTOP ENTER SIGN (R5-1) L Z 20' STORMWATER EASfM£NT- CONNECT TO I SIGN (R1-1) PB 90 PC 96 5161V-- P8 90 PC 96 P.R. .92 PG 1,38Ir ( r I 24.4' E EXISTING SIDEWALK P.B 92 PC 1,IH 'q,'-'vx 2; B 9J`I%� 4.0_' B ::-- ---. __..___ _.. C5, �' E) V `._ . PROPOSED 24" n1aO 24' na 1 J 20.1' C/Rf- WHITE STOP BAR 60' C 'ao !f1 5' jji AND STOP SIGN I ® 58.9' 19• ` 3 12, 5I BUFFER (R1-1) R15' 3, J 9 8 TYP _ .. V - Rt5'-- _..... V ... _ ---- R3r......... __ - - - - _ 9 ' _,.... _ _...._ VI _n R10V R3' R3' RV K 7 C O ® 1--� ' o B � J TYP 58.8� I' c ,I 18, T J 24 T QOC/ r'3 W 11� 8b ' M L 6' 6 K J PROPOSED 24" ^�I 1 • WHITE STOP BAR (' AND STOP SIGN C R10' -:: • NN. L R20' A. <'. .. >. r - V I U 83.1' .• •• 5,_ T)j • • E 83.9 R66' F -. 0 U y j f�fr; ffA�71 s, F o NA/' LN ASP f.4! i �.... 18' • F r 38111 I , `it J 9' N r •'' G 4,115 SF i 5' K 103.1 G •. 'R 64 SEATS 24' 20' I, - c' a �1.� K �'�. r A T CASH FFE 130.0 PRESENT R20' I. " WINDOW WINDOW I R4.5' LL LLJ • . r• • ' S • t•' ; �• ' '10 :. . • . 42.8 34.4 Q o I • • • • • • ' ' `• ' '' g' , c Q >JL�" . • r' „ S PROPOSED 24" WHITE K 6• U O STOP BAR, STOP SIGN PROPOSED 24" o (R1-1), DO NOT ENTER WHITE STOP 20'- (D (D o ' �: 0.5 ; a'� R3 1$ ONE 500 GALLON SIGN (R5-1). AND YIELD BAR AND ' _ TYP SSIGN C HYDROMECHANICAL K TO PEDESTRIAN SIGN 10 W • ' • 5 So W GREASE TRAP K (R1-5L) R20' (RTOP-I ) • 5,6.2 o - -SIGN EASEMENT .. 9' . , K Co , 5s.3,--�--- cx PROPOSED FDOT GRAVITY WALL 103.1 LF . 'SJ08/J3`�" 15.fi02' 3 PROPERTY LINE/ROW LINE 13 l41WSC4PE BUFFER PB. 90 PC 96 P. B. 92 PO IJ8 EXISTING SIDEWALK c� = 17.5 C 10 J DRIVE I // 45B T RU 17.63'-� a 23.4' S RV O . •,, c.. r. s . , ( EX. 4.8' �B ?::: rdh'�ffh' EA 6M�N rr •Y O 'i i. r --lIENC MA .r N 1 r U C :.:� 44 Z. IN ASP IAL �. P 9 92 PC 1.38 EX. '�►' 9.9 I ra 5'-BUFFER _ W _. '77 �f c;/(f�- S > 5 Gl> G'%E 24, U, 1 /vr3" \ - 20' STOR4fW. y 4Sr I.Nr ' " - t N9r% l)0 %1!)'GY fJl� tI %' n P. '90 PC. 96 P9 90 PC 96 R10' R10' CONNECT TO _. _- Pf� 92 PG. 138 t'B 92 PC 1 �8 w EXISTING SIDEWALK _._ _.._.._ - _._.. -. ............ ....... - - -- -- EXISTING 20' EXISTINGman CROSS WALK - ----"STORM _ __..._ __w_.__ T- OF WAY-- -._._.. - ___._.. ___ UB11C UTIj1TY EASEMENT -- -,-cO f' n_ _ -__ _._ _ ..... _ _ _ _-- S \ P6. 90 PC 96 _ °�' WATER P8 92 PC. 138 4N1TAfe'Y �'tl cn EASEMENT �'BMW j a cry O T J u J :1 N ar s � r _. _ ............. _._ r,_ ._ ._ 5 / , 4JiY` N S 5 i (v ci _i I U a =, 07 r n U Y U n (n (u c C7 Ln o 4- T N o U 77 M N C � O N � �! N U N _O N () � O O C z 7, Z Q � Li C_ C W� ;) 0 CJ C .y U a U � 0 C a. U) J J U = a> > = o W Na to U O (ll U 4' S_ DRIVE-THRU DETAIL SCALE: 1" =10' o �( rr� GRAPHIC SCALE IN FEET 0 10 20 40 SITE DATA LOCATION: SECTION 34, TOWNSHIP 25 S, RANGE 21 E ADDRESS: 7557 GALL BOULEVARD ZEPHYRHILLS, FL 33541 ZONING: AE, BASE FLOOD ELEVATIONS DETERMINED. LAND USE: COMMUNITY COMMERCIAL (C-2) RESTAURANT WITH DRIVE-THRU SITE AREA: 42,875 SF 0.98 AC LOT COVERAGE: EXISTING PROPOSED 100% BUILDING AREA: N/A 4,115 SF 9.6% IMPERVIOUS AREA: N/A 29,275 SF 68.3% PERVIOUS AREA: 42,875 SF 9,485 SF 22.1 % BUILDING SETBACKS: K : REQUIRED PROVIDED FRONT (EAST) 30' 83.6' REAR (WEST) 20' 82.7' SIDE (NORTH) 0' 58.8' SIDE (SOUTH) 0' 56.8' PARKING SUMMARY REQUIRED PROVIDED STANDARD 27 28 ACCESSIBLE PER ADA 2 2 TOTAL PARKING 29 30 PARKING RATIO 1 SP / 150 SF PER GFA 4,271 SF (1/150) = 29 PARKING SPACES VERTICAL DATUM ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATION AND TIED IN TO THE NGS BENCHMARK NO. DK5526 WITH A PUBLISHED ELEVATION OF 90.42 A FLOOD ZONE SUBJECT PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE(S) "X,AE(120.8')", ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP, COMMUNITY 120230 PANEL NUMBER 12101CO289F, EFFECTIVE 9/26/2014 PAVING LEGEND HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY CONCRETE PAVEMENT EXISTING CONCRETE SIDEWALK A SIGN LEGEND SITE LEGEND A. PROPOSED MONUMENT SIGN ACCESSIBLE PARKING B. DIRECTIONAL SIGN (FTP-20-06) C. PROPOSED LIGHTPOLE PARIONG BY D. GATEWAY DOUBLE ARM Pam° E. PRE -BROWSE BOARD F. DRIVE-THRU CANOPY WITH BUILT IN COD PENALTY G. MENU BOARD i 250 FINE F.6. 918.18 (FTP-22-06) H. DRIVE-THRU MCDELIVERY SIGN I. PROPOSED TRANSFORMER J. DIRECTIONAL ARROW, TYP. (WHITE) STOP30" STOP SIGN K McDONALDSGOLD STANDARD TRAFFIC ARROW (R1-1) (PMS 123 YELLOW) L. 6" STRIPE (PMS 123 YELLOW) YIELD TO PEDESTRIAN SIGN M. DOUBLE HEADED ARROW (PMS 123 YELLOW) HEREp 5 R1- L TO At N. MERGE POINT 8,. PMS 123 YELLOW STRIPE O. LOOP DETECTOR P. DRIVE-THRU PULL FORWARD/PARK SIGN DO NO DO NOT ENTER SIGN Q, PAVEMENT MARKING (PMS 123 YELLOW) ENTER (R5-1) R. BOLLARD S. TRASH CORRAL T. ADA PARKING SPACE EM U. ADA CURB RAMP V. PROPOSED TYPE "D" CURB W. PROPOSED TYPE "F" CURB AND GUTTER X. MOBILE ORDER SIGNS Y. PROPOSED FLAG POLE Z. EXISTING FIRE HYDRANTS GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. A LIST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS -BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS -BUILT DATA SHALL BE COLLECTED BY A STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 11. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 12. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. f t ",-Amffy i MIR t� f 64 SEATS u; r WINDOW WINDOW �y�;b,��i¢rse�¢•��r.�r'��sr��s�.uY�'Ir.��'J�,%a.�+�,st�4rt�i^�,.�:�.'��R •-rl�v L, .,.. 1..:+�.�J�59 DELIVERY TRUCK ROUTE DETAIL SCALE: 1" = 50' NORTH 13.00 d 9.17 feet - - -- Iractor Width 8.00' rr 3.00 2T00 Trailer Width 8.50' 0.00 - Tractor Track 8.00' Trailer Track : 8.00' O O t �O� O� Lock to Lock lime 6.0 - Steering Angle 28.4 Articulating Angle 70.0 4.00 17.00 Mar(in- Brower J W W = m O 0 F- g Q � Q z L F- a w w H � o Z z 0 a u.i Lu I CO CO Q Z LLI CI a w m o CO w 0 U O o z z w Cr w a cn z �w 0 W0. � �U 0- 00 W F=- W W LLO W m V' z as = OZ UO w DW t W hL v) cn >- f2 p m M N N LJ F- Np N Q of 0 0 z w U V) 0 � z O LLJ x a. w m N O U 0O 0 } U Ix W a- a- m d o z o o rn N �p c � o_ Z J_j � = LL Lu b F_ z z aQ Uw 0 m 0 Q > 0 z Q o Q' I Z N N I w w z0 � �■■r■■� w � � N p Y No' 0 I (may°e a U N z O a_ of D_ � Ln000 O of O CL N F- I CO Q m m m Q N I w o W z z Li Y Y U w S LO 0 0 U Q U0 0 J J U) J J N /< _ / N = O N 0 W- CF) O=Lu a- J cn C)Z �QJ W O� _ N O N w UN Li O i U SHEET NUMBER C-1 00 U C U1 Ql U U N c 0 i E Y 3 0 0 V U) 0 U) a v U 0 T i w E Y T O O O O 0 c O 0 U N L n o ii :3 4c: J n � J c i � U L U � N �y n � 0 < J � c a .Q) r 0 Q) a N E I � U 0 :v cy I U ul v t) � a I) � a U 3 c o 0 U r I b `o :D N r � D > �j o J v� O 1 n 2 7 'U Q V) a, O _c 0 Q) Y� Q) v, 7 L N o a> vl z a, cn f: J i Q N w a V, u I a a, oC) _., L __j rn T LY U i U L U w N (1) 0 Q) Q) s � 1 c m C � rn 0 U C Q) Q) m� L a)O tlU �S. BUILDING WALL OR 6"x6" CURB ACCESSIBLE RAMP N.T.S 72" 1+12" 18"—#4 BAR (TYP•) CONCRETE WHEEL STOP N.T.S CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! Know wbars below. DIAL 811 Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. IVNI -1 3000 P.S.I. CONCRETE 6" 9" 18"-#4 BAR MIN. F.D.O.T. TYPE SP-9.5 PROPOSED PRO OR SP-12.5 ACSC ASPHALT EXISTING ASPHALT r TO BE REMOVED i EXISTING BASE MATERIAL TO T REMAIN OPTION #2#2 PAVEMENT REMOVAL AND OVERLAY (2) 1" LIFTS OF FC-9.5 COMPACTED TO 92% OF THEORETICAL MAXIMUM SPECIFIC GRAVITY MEASURED BY FM 1-T 209 COQUINA OR CRUSHED UMEROCK 2' COMPACTED COMPACTED TO 98% MODIFIED 6" PROCTOR MAXIMUM DRY DENSITY i5 Yr ti PER AASHTO T-180 MIN. LBR 100 STABILIZED SUBGRADE COMPACTED TO 98% MODIFIED PROCTOR MAXIMUM DRY DENSITY PER AASHTO T-180 MIN. LBR 40 STANDARD DUTY ASPHALT N.T.S NOTE: 1. CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIAL SUCH AS CLAY AND ROOTS PER AGENCY REQUIREMENTS. 2. REFER TO GEOTECH REPORT BY UNIVERSAL ENGINEERING SCIENCES A STRUCTURAL NUMBER CALCULATION: ASPHALT: 2" X 0.44 = 0.88 BASE: 6" X 0.15 = 0.90 SUBBASE: 12" X 0.10 = 1.20 TOTAL: 2.98 )6" EXPANSION JOINT W/ TOOLED CHAMFEREI HEAVY DUTY PAVEN 2 EACH #4 REBAR FOI CONTINUOUS REINFORCEMENT OF THICKENED EDGI NOTE: SIGNS INSTALLED WITHIN SIDEWALKS SHALL BE SET DIRECTLY IN THE CONCRETE AND SHALL UTILIZE A 3" DIAMETER SIGN POST PER THE SPECIFICATIONS. 29fe DIA. CADMIUM PLATED STEEL BOLTS 3" DIA. GALVANIZED STEEL POST (STANDARD PIPE) W/HEX NUTS 3" DIA. GALVANIZED STEEL POST (STANDARD PIPE) 6" PIPE BOLLARD PAINTED TRAFFIC YELLOW FILLED W/ CONCRETE CONCRETE 2)�" DIA. GALVANIZED rQ STEEL SLEEVE. (DOUBLE //>�!i' STRONG��j�>�j,> SIGN BASE WITHIN LANDSCAPED AREA TYPE 1 PORTLAND CEMENT BRUSH FINISH CONCRETE, COMPRESSIVE STRENGTH AT 28 DAYS OF AT LEAST 4000 PSI STABILIZED SUBGRADE COMPACTED TO 98% MODIFIED NOTE: SEE HEAVY CONCRETE PAVEMENT DETAILS PROCTOR MAXIMUM DRY DENSITY DETAIL FOR ADDITIONAL INFORMATION REGARDING PER AASHTO T-180 MIN. LBR 40 EXPANSION JOINTS AND REINFORCEMENT HEAVY DUTY CONCRETE N.T.S BRUSH FINISH 4000 PSI COMPRESSIVE STRENGTH CONCRETE 6"x6" W2.9xW2.9 lWELDED WIRE MESH L F„ 21 . Wfv1v ,, I" D SUBGRADE HEAVY DUTY CONCRETE THICKEND EDGE DETAIL N.T.S F.D.O.T. TYPE SP-9.5 OR SP-12.5 ACSC IN TWO LIFTS 13'4" MIN. PROPOSED ASPHALT COQUINA OR CRUSHED UMEROCK COMPACTED TO 98% MODIFIED EXISTING ASPHALT PROCTOR MAXIMUM DRY DENSITY TO BE REMOVED PER AASHTO T-180 MIN. LBR 100 r j EXISTING BASE MATERIAL TOJT REMAIN OPTION #3#3 PAVEMENT REMOVAL AND OVERLAY WITH ADDITIONAL BASE MATERIAL ASPHALT PAVEMENT RESTORATION N.T.S 3,500 P.S CONCREI SIGN BASE WITHIN PAVED AREA L-3" MIN. SIGN BASE N.T.S PCC JOINT (SEE DETAIL BLOW-UP) NOTE: 10' JOINT SPACING UNLESS OTHERWISE NOTED TOP OF FINISHED ' PAVEMENT 6" 18" 2" �T■ 8"--I BASE SUB —GRADE TYPE "D" CURB N.T.S 2" 6" R3" (*) Y4 12" STD. 6" (6" MIN.)* —12" 8" 24„ BASE SUB -GRADE * WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6" UNLESS OTHERWISE SHOWN ON THE PLANS. ASPHALT SURFACE ON HIGH SIDE TO BE FLUSH WITH LIP OF CURB OR CURB & GUTTER. TYPE T" CURB AND GUTTER N.T.S CONTRACTION JOINT TOP OF FINISHED PAVEMENT SAWCUT FULL DEPTH OF SLAB A DISTANCE BACK FROM EXISTING EDGE TO ENSURE A STRAIGHT EDGE ALONG ENTIRE LENGTH OF PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SAW CUTTING. REMOVE 12" MIN. WIDTH OF EXISTING ASPHALT AND BASE TO A MIN. 2" DEPTH EXISTING ASPHALT\ /PROPOSED ASPHALT EXISTING BASE EXISTING SUBGRADE i� . �li�!�!�li�l� 1 .�`�n�.�r ��.�4.��>!I��////ICI%'i>�P I f.�.1��'��✓�•%\��'��<��(��i��C�/..'��C��✓�<�i•. PROPOSED BASE --PROPOSED SUBGRADE SAW -CUT N.T.S Y4" WIDE BY 1" DEEP SAW CUT. FILL WITH PAVEMENT SEALANT. MAKE SAW CUT PCC JOINT (SEE DETAIL BLOW-UP) IMMEDIATELY PRIOR TO INSTALLING PAVEMENT SEALANT. (FIRST PLACEMENT) \ SECOND PLACEMENT EQ PAVEMENT "= THICKNESS 4-N EQ Y'4" DIAMETER DOWEL FOR 6" THICK PAVEMENTS APPLY CURING COMPOUND AND Yi" DIAMETER DOWEL FOR 4" OR 5" THICK TO SLAB FACE AT A PAVEMENTS. DOWELS TO BE 10" LONG CENTERED COVERAGE RATE OF 300 SF WITH JOINT SPACED AT 18" ON CENTER. MAX PER GALLON TO ACT AS DOWEL TO BE INSTALLED IN FORM WITH A BOND BREAKER AT LEAST AN APPROVED ALIGNMENT DEVICE. 48 HOURS PRIOR TO PLACING LIGHTLY OIL FULL LENGTH OF DOWEL. NEW SLAB. CONSTRUCTION JOINT Y4" WIDE BY 1" DEEP SAW CUT. FILL WITH PAVEMENT SEALANT. MAKE SAW CUT IMMEDIATELY PRIOR TO INSTALLING PAVEMENT SEALANT. FPCC JOINT (SEE DETAIL BLOW-UP) -6" MIN. FDOWEL CLIP BY PNA DRILL 1Y4" DIA. HOLE FOR �4" DOWEL AND 1" DIA. HOLE FOR V DOWEL AND INSTALL �'4" SQUARE DOWEL DOWEL WITH NON -SHRINK GROUT. APPLY CURING COMPOUND FOR 6" THICK PAVEMENTS. TO SLAB FACE AT A r SQUARE DOWEL FOR ENSURE GROUT IS FLUSH COVERAGE RATE OF 300 SF 4" TO 5" THICK PAVEMENTS. WITH FACE OF EXISTING MAX PER GALLON TO ACT AS SPACE DOWELS AT 18" O.C. SLAB. A BOND BREAKER AT LEAST DO NOT GREASE DOWEL. 48 HOURS PRIOR TO PLACING NEW SLAB. CONSTRUCTION JOINT TO EXISTING PAVEMENT 6 m W W � m 0co H D p¢ cW� Q Z ) c Q � p W W F 0 Z z 0 0 W J a W m W Z j w z W co 0. } W m CO UJ o U 0 Z Z Q W W Q W Z Za c� co WO UZ I- 00 I=- W J W 0 W m �} m a¢ = VO w a w cn z I=- a > WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO ALLOW CONCRETE SHRINKAGE TO OCCUR. IF REQUIRED, RE -SAW JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT TO ACHIEVE A Y4" JOINT WIDTH. ENSURE JOINT IS CLEAN, DRY AND TOP OF SIDES PREPARED PER MANUFACTURERS PAVEMENT RECOMMENDATIONS. CC ` �T/2 BUT NOT LESS THAN Y4" PAVEMENT SEALANT CLOSED CELL BACKER ROD. TYPICALLY X" TO Y4" LARGER THAN JOINT WIDTH. FIRST SAWCUT Y4" SECOND SAWCUT (IF REQUIRED) NOTES: 1. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THE JOINT SEALANT. 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED AND DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 3. INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH. 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. PCC JOINT DETAIL BLOW-UP (TYP.) HEAVY DUTY CONCRETE JOINT DETAILS m N N < 0 z w 0 U (n z O J W = a. N U- 0 U W a a T361 o cD N �p O -r C5 vi Lu U z Z aQ W O m U 0' 0 U V) Q w LLJ o �\ z Q o I Z N N I w of 0 LTJ r �Wa->_ of W c N o Y N � � `011111111///// •�• w. • �--, M • '6�" i o LL. W pp _ Q U Ln N O Y c),_ � O N 000 Of W O I < Q r m r m Q N 0 W _� Y � I � � ¢ v> Q U w (n 0 0 U Q H w 0 w m Q 0 U0 O J LL_ U J ♦♦V< J N=off N 0 W— TT �p O J J 0 0- a Z W O7 N p Lli N N U 0 O U N.T.S SHEET NUMBER C-1 01 U L m N W O_ o Li N Q < C CJ i O T N 1= Y U T cn t� z o O (n O LLJ 3 a� 0 U C N Q) _O U Q O z N N o S W O o F- COc0 T Q i- C=,)) N C0 z 2 cU ' o Y v IX z � � C Q Z � U z -� p W m (if O � N a WC/) p Q 0 Z LLJ Q 0 0_ o LLJCY) o W 6 r- W Q O I a Z U)i 0 r w O r .N W p - o: z = z w 0 0 ; W w 0 _ _ ___.._ ._...__. . , .__....._ _. __.__._...,__, UZ' w a FOR SIGN DETAILS SEE w to w SHEET 2 OF 2 p Of LLJ Li >- 0- cc M Cn :2>. 0 O = Y Ul ) CO rn N N 3-6" White Chevron' Sea Note 7 left. W Q N I_ -I Equally Spaced f�"I ' Per Aisle � c� a, MIN• 2.5' (WHEEL STOP PER PLAN) o i �E 3 NZ aLU © o I 2" (TYP.)� 2" (TYP.)� a a> c O ti U i W � .L w p VAA1111111/1/ �u // I L CJ L tr-o' 5'-0• 12'-p' / 0 S U `�` o �+ N { Face of curb or w U. W °°� p edge of pavemen - �t / w o W �e O / / O 6" WHITE m � z v � ¢ : 8" white 6 6B B W C 4 / PER O Q o Q ° CL B 6" BLUE U �� p / PER LOCAL O 4" WHITE w w /i�eQ� •• ..... •• N 6" biu 0 CODE LOCAL CODE C " _ 6 WHITE ® 60• r 6 blue CN / (EQUALLY SPACED) I CD w 0 / O In N O Y � o / Ln � u� �' 12' / 12' O ~ 00 m m n C 0 N O Q o m N Q o w o / N w o / Q I Z Z Y r' N / PER PER Y `— O Q Q w p r F M 5' / CODE L LOCAL o o CODE 3' or 5' square 00 CN MANDATORY White on Blue Background _.._ .,.. PARKING STALL STRIPING w 0 N.T.S ov I u Elf > D L' U (D C) N Ln N 12" c 0 Uj O sse� v N L r^ FTP-20-06 o V 18" PARKING BY v U DISABLED N PERMIT E > _ ONLY O O u 12" WHITE o 3' O.C. 6" $ 250 FINE FTP-22-06 J F.S. 318.18 Q <g L FINE PER 0 12" LOCAL CODE w ° 5' MIN. OJ Cn O N U J a� 6" WHITE CROSSWALK = '� J N.T.S N � N o � G 60"-80" � = LL cn Q rn w C� NOTES: Q Cr Y 1. THIS SIGN MAY ALSO BE WALL MOUNTED 2. SEE ALSO SIGN BASE DETAILS n n Ai O WQJ N � a> N (l o a Z w o= v) THESE SIGNS TYPICAL AT EACH N QLLJ CALL 48 HOURS C '- BEFORE YOU DIG ACCESSIBLE PARKING SPACE Q) ACCESSIBLE PARKING SIGN IT'S THE LAW! Know what'sbelOw. N.T.S �_ DIAL 811 Call before you dig. m SHEET NUMBER U SUNSHINE STATE ONE CALL OF FLORIDA, INC. N C-102 o a_ U U U � � O T Q W E= NW / 12055' r' r?H 9d P6: t , � ° r lR7 .. c s N 128.71 M.E. U � a;' 129.' i EX. 241 LI OF y15' 129.2� 12! Q o I 4 128.54 M.E.- o 7 Q ° z •° N411 , Q T o EX. 165 LF OF 30" HDPE-"' x , �23 i 0 (D o i c .s 128.32 M E - � ° Q o T' 128.34 EX. TOG 0 128.32 MQ a w " EX. 54 LF OF 3 PE-�1 rr 12V64'>tk 128.54 M 128.6C ["H n J E s Jc ly C o U c) o � a � o SANNA'!' AW N. 14V=12022' r it. /w. X. 59 LF OF 30" HDPE O -i1 Ursa " Z S. 7768' r C.4 .Dx'N ^x �] x x�X 96 x x x 90 PG: 96' • 1 °' o r FAG' 7J X /299 � a ' 0x � j x f y ,;7,i. / p x ' 128.1� x I X�' irk ,. j `u Z ZX x x� 28.50 M.E. ! ; ^^, x ti 1.79 M.E. 121,'./ ''. .. �X EX. 70 LF OF 18" HDPE x 17, 3}:r. ff 1fI ?71, `4 x 127.84 TOW x 3.87 FOC 128.71 TO . 126.08 BOW q x x x 128.5�8 TOW FOC 128.18 FOC J 'S RAISE EX. RIM 03 ~ x a x oN x S 12f�cc -126.64 'X. TOG r Q a CONSTRUCT FDOT ° GRAVITY WALLAlly' x ti ti ref x 128 6 1 ' PROPERTY E LINE/ROW LINE x x x x I ( xi;� -128.58 FOC ! ___..__.._. y /5' L4/V/JSC4PF BUFFFfi' P.9 90 PG 96 tiry�° IIo . .. 128.29 FOC` 128.62 FOC 128.27 FOC 28. 9 126 0 N N' X x x x Z9' FOC '� I I 128.36 FOC f �1 x '� x 128.38 FOC X DC 0co 125.. 128.45 BOW x II 129.03 TOW " `x v x o x ,- - I 128.�>3 EX. 129.03 FOC 1� ....128.98 s ,96 . 128.73 EX. x126.'S -12g�? 92 0� 128.81 FOC 28.98 F0 128.82 EX. I 1,27JS - u� 129.02 4-128.10 EX. x x 129.1 M.E. ' 128.79 EX. .92 FOC _ �, P2769 R-•� •r W a; - 128.18 E X. HENCffi1ARK .129.52 Z. Jq --- _ 128.98 `• x I�128.37 EX. NAIL /NA51%4ZT 129.0 128.55 EX. "' f_ZfV. 12814' 0.87 FOC ... 11 �!` r : 4 t 129.20 f" X.128P2 t28 ,129.29 Ex. Y T0/3" 128.94 FOC 129.30 M.E. I 128.87 M.E. � r O j W ` 10 t<?tS..`5 A.E..T2Ba -x... ......__ . _... , x.. -- - -x --x _ x f/T/L/TY c�adhlENT -� /?.t1118 �co f28.54 36 LF OF 18" HDPE f?f7 92 PG: 198 -- WM m. . _ _ O t28. 3T x �'r' 121 F7 129,70 NOF- x x _- x x fi1lN fAS�y'(�'(�JF?T 4,U n n . riYrF-'1.f7^_... STRUCTURE TABLE STRUCTURE NAME: DETAILS: PIPES IN: PIPES OUT ROOF DRAIN 01 RIM: 125.41 TO 02, 12" HDPE INV OUT: 124.30 O 1.00X INV OUT: 124.30 TYPE 9 INLET W/ J-BOTTOM PER FDOT 02 STD. PLAN 425-024, 425-010 FROM 01, 12" HDPE INV IN: 123.74 O 1.00X TO 13, 18" HDPE INV OUT: 123.71 O 0.20 RIM: 128.48 INV IN: 123.74 INV OUT: 123.71 FDOT TYPE C INLET (EXISTING RIM TO BE RAISED) 03 RIM: 128.02 OM 18, 18" HDPE INV IN: 122.58 O 0.43X TO 07, 18" HDPE INV OUT: 123.85 O 0.20X INV IN: 122.58 INV OUT: 123.85 FDOT TYPE C INLET (EXISTING RIM TO BE RAISED) 04 RIM: 128.93 TO 08, 18" HDPE INV OUT: 124.13 O 0.40X INV OUT: 124.13 CB (EXISTING) 05 RIM: 128.39 OM 07, 18" HDPE INV IN: 123.49 O O.00X TO 06, 18" HDPE INV OUT: 123.49 O 0.33X INV IN: 123.49 INV OUT: 123.49 CB (EXISTING) 06 RIM: 128.27 OM 05, 18" HDPE INV IN: 123.37 O 0.33X TO 14, 18" HDPE INV OUT: 123.17 O 0.44X INV IN: 123.37 INV OUT: 123.17 MH XISTING) 07 RIM: 128.44 FROM 03, 18" HDPE INV IN: 123.59 O 0.20X TO 05, 18" HDPE INV OUT: 123.49 O O.00X INV IN: 123.59 INV OUT: 123.49 CB (EXISTING) 08 RIM: 128.01 FROM 04, 18" HDPE INV IN: 123.79 O 0.40X TO 09, 24" HDPE INV OUT: 123.69 O 0.83X INV IN: 123.79 INV OUT: 123.69 SUNSHINE STATE ONE CALL OF FLORIDA, INC. GRAPHIC SCALE IN FEET 0 10 20 40 x tik PAVING. GRADING AND DRAINAGE 16. NOTES: 17. 1. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, 18. WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 19. IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO 20. REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE 21. CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 4. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR 22. APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 5. ALL MATERIALS AND CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL CONFORM TO THE LATEST FDOT DESIGN STANDARDS AND LATEST STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 23. 6. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE 24. SPECIFICATIONS AND LOCAL JURISDICTIONAL AGENCY. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 7. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE 25. STRUCTURE. 8. EXISTING DRAINAGE PIPES AND INLETS TO BE JET CLEANED AND VACUUMED TO REMOVE ALL SILT AND DEBRIS. 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE 26. THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING 27. CONDITIONS OR BETTER. 10. PRECAST STRUCTURES MAY BE USED AT 28. CONTRACTORS OPTION, IF APPLICABLE. 11. ALL STORM PIPE ENTERING STRUCTURES SHALL 29. BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT, IF APPLICABLE. 12. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER", IF APPLICABLE. 13. ALL CATCH BASINS WITHIN PROPOSED TRAFFIC AREAS SHALL HAVE BICYCLE PROOF GRATES, IF APPLICABLE. 14. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, IF APPLICABLE. 15. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE LEGEND AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. - ---- EXISTING TYPE "D" CURB ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON EXISTING TYPE "F" CURB AND GUTTER THE DRAWINGS. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR PROPOSED TYPE "D" CURB SHALL SAW -CUT THE FULL DEPTH OF PAVEMENT FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE PROPOSED TYPE "F" CURB AND GUTTER AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. WHERE NEW PAVEMENT MEETS THE EXISTING PROPOSED HEAVY DUTY CONCRETE PAVEMENT PAVEMENT, THE CONTRACTOR SHALL SAW -CUT (SEE DETAIL ON SHEET C-102) THE FULL DEPTH OF EXISTING PAVEMENT FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE /- 128.66 PROPOSED SPOT ELEVATION EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. x ° EXISTING SPOT ELEVATION ELEVATIONS SHOWN AT CURB LINE ARE EDGE OF PAVEMENT UNLESS SPECIFIED OTHERWISE. CONTRACTOR SHALL EXCAVATE EXISTING ME MATCH EXISTING PAVEMENT/SIDEWALK AREAS THAT ARE TO BE LANDSCAPED A MINIMUM OF 30" OR AS DEEP AS TOG TOP OF GRATE NECESSARY TO ENSURE ALL STONE BASE / PAVEMENT MATERIAL IS REMOVED (WHICHEVER IS TOW TOP OF WALL GREATER) AND BACKFILL WITH CLEAN / DRAINING SAND TO WITHIN 4" OF TOP OF CURB TO ENSURE BOW BOTTOM OF WALL PROPER SOIL FOR PLANT MATERIALS. THE CONTRACTOR SHALL ENSURE THAT ISLAND FOC FACE OF CURB PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT OVER -COMPACTED AND DO NOT PROPOSED REGULAR DUTY CONCRETE CONTAIN ROAD BASE MATERIALS. THE PAVEMENT (SEE DETAIL ON SHEET C-10 CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPOSED STORM PIPE PROPERLY DISPOSED OF IN A LEGAL MANNER. ALL CUT OR FILL SLOPES SHALL BE 4H:1 V OR FLATTER UNLESS OTHERWISE NOTED. _^_ EXISTING STORM PIPE ALL UN -SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY a PROPOSED STORM GRATE STABILIZATION FABRIC TO ALL SLOPES 3H:1 V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY PROPOSED CURB INLET O STAND OF VEGETATION IS OBTAINED. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL RE -GRADE WASHOUTS WHERE THEY OCCUR PROPOSED STORM MANHOLE O AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. LANDSCAPE ISLANDS IN PARKING AREA TO BE EXISTING CATCH BASIN BERMED MINIMUM OF 6" ABOVE BACK OF CURB ELEVATION. SEE LANDSCAPE PLAN FOR TREE REMOVAL AND 3 ;?-- EXISTING CONTOUR PLANTING. ADA RAMPS SHALL NOT EXCEED V IN LENGTH AND 128.0 PROPOSED CONTOUR 6" IN RISE (8.33% SLOPE MAX). CONTRACTOR TO FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES AND IMMEDIATELY NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS WITH SIGNAGE FOUNDATIONS A ELEVATIONS ARE BASED ON NAVD88 DATUM DETERMINED BY GPS OBSERVATION AND TIED IN TO THE NGS BENCHMARK NO. DK5526 WITH A PUBLISHED ELEVATION OF 90.42 CB (EXISTING) 09 RIM: 127.42 INV IN: 123.02 FROM 08, 24" HDPE INV IN: 123.02 O 0.83X TO 12, 30" HDPE INV OUT: 122.92 O 0.11X 4 INV IN: 123.12 FROM 10, 20" HDPE INV IN: 123.12 O 0.64X INV OUT: 122.92 MH EXISTING 11 RIM: 128.88 4 INV IN: 119.18 FROM 16, 15" INV IN: 119.18 O 0.27% TO 17, 18" HDPE INV OUT: 118.98 O 0.37X INV OUT: 118.98 CB (EXISTING) 12 RIM: 128.34 FROM 09, 30" HDPE INV IN: 122.74 O 0.11X TO 13, 30" HDPE INV OUT: 122.64 O 0.22X INV IN: 122.74 INV OUT: 122.64 CB (EXISTING) 13 RIM: 128.32 4 INV IN: 122.52 FROM 12, 30" HDPE INV IN: 122.52 O 0.22X TO 14, 30" HDPE INV OUT: 122.52 O 0.38X INV IN: 123.52 FROM 02, 18" HDPE INV IN: 123.52 O 0.20X INV OUT: 122.52 CB (EXISTING) 14 RIM: 128.30 INV IN: 122.40 FROM 13, 30" HDPE INV IN: 122.40 O 0.38X TO 15, 30" HDPE INV OUT: 122.40 O 0.37X INV IN: 122.40 FROM 06, 18" HDPE INV IN: 122.40 O 0.44X INV OUT: 122.40 MH (EXISTING) 17 RIM: 128.31 FROM 11, 18" HDPE INV IN: 117.91 O 0.37X TO 19, 18" HDPE INV OUT: 117.91 O O.00X INV IN: 117.91 INV OUT: 117.91 GI (EXISTING) 18 RIM: 128.28 TO 03, 18" HDPE INV OUT: 122.88 O 0.43X INV OUT: 122.88 f I m M cV ,^I Y/ N I rn O z w g O U J J a N 0 U w a W Q z _O U) W rY a1z1 o Lo rn N �p o z z� L0 M FW- U O z !�� Q Q w M (D O rr aclf LQ LLJ 0 o z 0') It i� M�orW-moo ZC-4 N g C/) w Lj U g N o Y N � � zc C6 w v j11111. �11�/j v v co %� Z ui w fbO p F<- W Z V 0: OZ /SZ LL ?R..♦♦�� IPA® °°° <Q g > O Y LLJ � 0 W Q V) Q M m p M o Ld w Q Z Z Y Y W a a w N O O U 0 U0 0 J J Li ♦ ^ N W N = O NS0 W_ O=WQJJ acn Z w oa_ N p w UN LL o U SHEET NUMBER C-200 N o r U L Vl N U U U VI V1 Q U L U C O 1 I Y O T U 1 N 6 a U 0 V) U Q ? U � L W = n I T c� 2 Y 7 n c U n +� Q 7 O T) Q o rY U o o ° N � Ul � Q) C -C (f) `s - c- 0 0 U _ v 0 m N y I c U N ¢� r u N � V U 0 0 0 n Ln U V) -o o C 0 w U U� N rY I d 00 0 0 w N r a � 3 Ld r m / v o c o N N U EL r� :0 0 N cD 0 s n c 0 0 v J N ._r c 0 LEI U 0 .5; �r z f.Y 0 c a E z s ' z - u U 0 C� N I a) C o o � i rnc v, L O � U r o I c n ° U, N 0 o o Q) Q) L V) Q� a> rr, Qj U 0 m U U U N 0 i LIMITS OF SP-1.25 (TRAFFIC C) PAVEMENT RESTORATION AASPHALT MATCH EXISTING TRENCH THICKNESS TOP WIDTH 2"MIN 6" 6" 6" 6" SAW -CUT EXISTING PAVEMENT (TYP) EXISTING PAVEMENT 1" - - UNDISTURBED EARTH LBR 100 LIMEROCK BASE 8" THICK (MIN) SEE NOTE 2 COMPACT UPPER 1:"TO SEE TYPICAL PIPE TRENCH DETAIL MIN 98% MODIFIED FOR PIPE COVER DEPTH AND PROCTOR DRY DEN BACKFILL REQUIREMENTS ASTM D-1557 NOTES: 1. ASPHALT PAVEMENT RESTORATION DETAIL APPLIES TO CITY ROADS, DRIVEWAYS, PRIVATE ROADS, DRIVES, MISCELLANEOUS PATCHES, AND SIMILAR RESTORATION. 2. NEW LIMEROCK TO BE COMPACTED TO NOT LESS THAN 98%. MODIFIED PROCTOR DRY DENSITY, ASTMD-1557. 3. FOR COUNTY ROADS AND STATE ROADS, DESIGN SHALL BE IN COMPLIANCE WITH PASCO COUNTY STANDARDS AND FDOT STANDARDS RESPECTFULLY. ASPHALT PAVEMENT RESTORATION NTS • CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS �.f CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 w� PHONE (813)780-0029 FAX (813)780-0613 CALL 48 HOURS BEFORE YOU DIG ITS THE LAW! Know what's below. DIAL 811 Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. `')NCRETE DOME DRAIN INCRETE -LED 6" NOM STD AT SCH STL PIPE OPE TO DRAIN I GRADE NCRETE 64IN [_18" MIN NOTES: 1. ACTUAL INSTALLATION LOCATION OF EACH BOLLARD SHALL BE AS SHOWN ON THE DRAWINGS OR AS DIRECTED IN THE FIELD. 2. PAINT ALL PIPING MATERIALS IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. BOLLARD CONCRETE FILLED NTS _ ..--... -................ 1 NOVEMBER 2021 CITY OF ZEPHYRHILLS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G=1 O PHONE (813)780-0029 FAX (813)780-0613. ........ . 2 / L% N SCHEME SCHEME 2 (No Traffic Loading Effects & (With Traffic Loading or Upper Slopes <_ 1:1Y2) Upper Slopes > 1:1Y2) ti 0 LIMITS OF CONCRETE DRIVE RESTORATION ` (10" MAX) TRENCH 12 12" I Ur WIu I H 3,000 PSI CONCRETE SAW -CUT EXISTING WITH 6x6 #10 WWF, CONCRETE (TYP) MATCH EXISTING THICKNESS (6" MIN) ..........!:a . .. .._._....._ #4x18"LONG DOWEL UNDISTURBED 0 12' OC AROUND EARTH,. PERIMETER 8" MIN FROM CORNER. EPDXY GROUT INTO EXISTING CONCRETE COMPACT UPPER 12" TO WITH 10" EMBEDMENT MIN 98% MODIFIED PROCTOR DRY DENSITY, ASTM D-1557 SEE TYPICAL PIPE TRENCH DETAIL FOR PIPE COVER DEPTH AND BACKFILL REQUIREMENTS NOTES: MATCH EXISTING GRADE AND FINISH. CONCRETE DRIVE RESTORATION NTS CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G 9A PHONE (813)780-0029 FAX (813)780-0613 - Bars B / (Typ.) '2" V-Groove -Ali (Typ.) II II ( ?Q) - U U ' 'A 1 i o Z V) ti _ v roi °!Z a.� Bars A (Typ.) o tj ci Z CZ){ N s � 8 Varies L o i5 - ca1 Q) 2 5'-0" UNLESS OTHERWISE NOTED 4 a a A 2500 P.S.I. CONC. (TYP.) 1 /2" EXPANSION JOINT (TYP.) ON DRAWINGS SLOPE 1 /8" / FT. 144#"M . • • e. e e a Z" 6"x6"x10/ 10 WWF SECTION FLAG (TYP.) 4'-0" 4'-0" 4'-0" 12'-0" BETWEEN JOINTS CONCRETE WALKWAY DETAIL NOT TO SCALE • • CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G=9C PHONE (813)780-0029 FAX (813)780-0613 ey c` 8" e Chamfer - 3"r ` �1m �o --Joint Sea ;, Varies 3" Cl. ^ ;-Bar A , (Typ.) Bar B- I .Y Ground Surface \{v --Bars A & .l QJ �- U u ; n m Ctrs. (Max.) Hole kt, „ m z H i . ....... . ......... ... _ ...._.. l v----�--A Ln Organic Felt - or preformed plastic bond breaker (Typ.) ESTIMATED QUANTITIES FOR C-I-P WALL PER LINEAR FOOT OF WALL WEEP HEIGHT (FT.) CLASS NS CONCRETE (CY) REINF. STEEL HOLES & DRAIN READ. SCHEME SCHEME SCHEME 1' 0.08 0.1 1 (0.20*) 0 03 3 (4*) No ....._.._ 2' 0.14 0,22 0.20 (0.32*) 0.32 (0.47'") _ ...... 0.09 0.29 --- 4 (51) 5 (6^) ................. No Yes 3' _ __"-.._....____ 4' _........_._.._ 0.32 (0.43,1) 0.47 (0.65*) 0,65 (0.85*) 0.43 0.60 6 (71) 7 (8*) _ Yes Yes 5' 0.43 (0.551) GENERAL NOTES I. C-I-P Gravity Walls constructed as extensions of reinforced concrete retaining walls, except walls of proprietary designs, shall have the same face texture and finish as the reinforced concrete retaining wall. 2. Concrete for Gravity Wail shall be Class NS per Section 347. Concrete for Scheme 3 Junction Slab and Traffic Railing shall be Class 11 per Section 346, unless otherwise specified in the plans. 3 Reinforcing steel shall meet the requirements of Specification Section 931 (Grade 40 or 60). Smooth or Deformed Welded Wire Reinforcement (WWR) may be substituted on an equal area basis. Do not increase bar/wire spacing for Grade 60 reinforcing steel or WWR. 4. When required, for adjunct guiderail, see Index 515-070 or 515-080 as appropriate. For adjunct Type B fence see Index 550-002. 5- Joint Seal: Organic Felt bond breaker in accordance with ESTIMATED QUANTITIES NOTES: Specification Section 400 or Type D-5 geotextile fabric in For Scheme 3 Junction Slab and Traffic Railing see the accordance with Specification Section 985. Mop all contact T�P.I referenced index for estimated quantities, surfaces of concrete and Organic Felt or geotextile fabric with l Quantity for 2'-0" Toe Depth. cut -back asphalt. Stop Organic Felt or geotextile fabric 6" below *" Quantity for Scheme 3 assumes P-3" thick top of wall. coping above Gravity Wall. 6. Provide a continuous 1'x l' clean gravel or crushed rock drain for wall heights 3 ft. and higher. Wrap drainage layer as shown, with j'�j�.0 orJ Type D-3 geotextile fabric in accordance with Specification Section 985. Provide 8"x8" galvanized mesh with ?/" openings, at the inside 11 c (Uv o v `� tin > �o -- Drainaye Layer And PVC Drain ;: (See Note 6) end of the PVC Drain Pipe. Provide 2 0 PVC Drain Pipe (Sch. 40) at 10 ft. max. spacing (whet) Drainage Layer is required). Locate outermost edge of Drain Pipe a minimum of 2'-0" from wall joints. 7. Cost of reinforcing steel, face texture, finish, joint seal, 6" Cl. (± 2"„\ \�- Prepare Foundation Per Spec 455 (Spread Footings) drain pipes, drainage layer, galvanized mesh and geotextile fabric to be included in the Contract Unit Price for Concrete Cl N G W It C 4:t I,. J t' S1 b ' Tolerance) KEYWAY &WALL JOINT DETAIL (TOP VIEW) ass S, ravrty a . ost o concre e or unc ron a rn Scheme 3, to be included in Contract Unit Price for Concrete TYPICAL SECTION Traffic Railing Barrier With Junction Slab. Adjunct railings or C-1-P CONCRETE GRAVITY WALL fences to be paid for separately. 36" Single -Slope Traffic Railing shown, see Plans for Traffic Railing type Upper Slope See General -- ( - Soil Reinforcement Note 4 ------- f when required b See General - ;,, Upper Slope' (See Plans) �- unction a � � (See index Note 4 `�; ;--..__.._.._._._ ... _ .. ' .. l - - . / --_ ` 521-610, 521-620) -Slopes up ; r'-Slopes up ' to Max. 1:1?/z _ ____._. to Max. 1:7 c P-O" Min. to SHW T - ]'-0" Min. to SHW 2, - (Except for slopes s 1'-0" For Slopes <_ ]:l' e m for Wall Height <_ 2'-0" Z n 9 I12 steeper than 1:2 _b Z'-O" Min. to SHW with wall heights > 3% °i 5 2-0" For Slopes > l:l'� 9 for Wail Height > 2' then then 2'-0" Min.) T E � x -� 12 F-O" Min. to SHW 12 1 ,opt-2 - ` et 5� 1• c,`oP 1.2 �o�et Mai' P-O" For Wall Height < 2'_0„ o� /�a See Plans �e�/a�• See Plans See Plans -- -__- ^� _ ` 2'-U" For Wall Height > - -0" SCHEME 3 (With Traffic Railing) BiLL OF REINFORCING STEEL MARK SIZE LENGTH A 4 As Reqd. B 4 As Reqd. BAR BENDING DIAGRAM Scheme 3 Scheme 1 & 2 Wall Joint spacing 4" (29-8 Max.) BAR A cp v l Q, o ram- o + r` L' Z zz _ BAR B NOTES: 1. AN bar dimensions are out to out. 2. Lap splices for Bars A must be a minimum of F-10". LAST Z DESCRIPTION: o FY 2020-21 INDEX SHEET REVISION 41 FDl7TT GRAVITY WALL 400_011 1 of 1 11101117 a ..�s STANDARD PLANS J CO W W � m O n H Q � a z L Q m p W w Z a o p W J a Z U > z 2 W co W W a w }. 0 Co p Cn w Z o U Z Z Z W W Q W S2 wo J 0 - o0 � � U p w J W OW m WW � Q OZO � p Ww Lo �t - m> W Q U7 Z O W 5 o rn N �p U � O 0 Z J � W F-- U O Q Q z Ow m o V) 0 o o> z 0') Of 000111., r <0 1 z N N U OU OF I V) Ld � O � LLJ `S of W � � N o= Y UO U Ln (N O Y a Ln W N � oI- CN I 0 � Q m 0 m > m Q r--N C)Y w 3 o U - U w af = V) 0 0 U Q 0 U0 O U J C- J W �Q U) N=off N � 0 UJ U) `i ♦ CC/7 O = �QJ J O CL 13L Z W O� N OLLJ N U LL- O 0 v SHEET NUMBER C-201 Uu, _ fs_7768 Vv"' 68 0 u -- ..-_ -.... N7 I i ................... . .................. LA1N%SC4Pf__ Z,4SC4•11Ni _ o I d r 5/GN f_ASfMf..N/' r _.. Ns AIM In o1 �,H 1 o ✓ i, Air I. ; I c, ._ _ ; ._ _ .. W INV 24 U rm U: 12.i 6 v"r i� �i7J t'c �r .5 - PlI .91 Pc i I I ! NORTH wM T__ _ WM xr 2� roirYWart >64SuErr II O wm P. 90 %'C. 96' 4, 1,V �, I 92 PG. 1"W Nam y ':'90 PC>>' 'fe"smi cb GRAPHIC SCALE IN FEET o t I ss s 0 10 20 40 ss EXISTING FIRE i HYDRANT_70'.STIJTi',t1>4'AlrR£ASf-Af£rYT" j I P5 '9 PGC 38 i k I ••' " i ! a fV. c mom _in U _._ ____ __..__ _. .__._._. __.. _..__ ....._.__ T- ..... ....... ._....- _ N RIM EL 128.50' - Nw INV 8" RCP EL 11814'-✓ I W INV 18' HOPE" EL: 118.20' W Jnly . . I • li �ATER METER • +� • r .. ` 0 ND '08 llj E✓%-2 RPZ PROP. 1 1 2" ..• 1. {{{ i! I " U .:}. X 2 REDUCER PROP. 6" X I I :• I PROPERTY 0 2" REDUCER LINE/ROW LINE n ! ......... _ =t ZV iv 6 /' �� , r-r- 119t LF OF PROP. PB 90 PG. : 96 IPB. .92 PG13g2" WATER SERVICE 38111 a LINE FROM j ° •� _ STUB -OUT TO 4,115 SF O EXISTING FIRE z o / 6" STUB OUT . �.' �' ; �• : • BLDG I % HYDRANT II INV- 12010 • 64 SEATS 1I �'�''.•�FFE130.0 f ' ° i I. ; •• • GREASE INTO BLDG CASH PRESENT U #; ' ,; ss ' : , ' • r INV OUT: 12s.00 (s) WINDOW WINDOW I LA • I ii 73 LF OF 6" SAN. LAT. : •,. �;, �: " • '. : • ,� • 01 SANITARY INTO BLDGWM i INV OUT: 126.00 (S) i l 1 - f N 29 LF OF I 011 1 C 1 a ;R� h�t , t •• 56 LF OF 38 LF OF „ I U, ! £�# ,�j,�, 6" SAN. LAT. 6" SAN. LAT. 6 SAN. LAT. i CO-01� ®2.63% i 0 4.04% ® 2 79% I l • CO-04_ S t1 •;•% _ • SS S 4„ LF 51ON EASEM .. OF • - < • 9 LF OF 6 SAN. LAT. ENT - ?i P.l3 90 PG. 96 v HOSE BIBB IS TO BE A ;. _ '. r y 18" RCP EL 124.10' WOODFORD MODEL #S4H PER 6" SAN. LAT. rC0-03 ®11•g5% I ; u MCDONALDS GUIDELINES''. ® 2.79% CO-02 /.Q 92 PG. ' f3B .:, :. CO-05 rif i K� r.. LA _-BENCHA4A/'K i .. .. .. .... _ .. - - GREASE TRAP - / " _ i ' l+ P( 13 I� .. N411 INAS%'HA1 T GT 01 INV: 124.37 8 • r GREASE TRAP 11,j - --- - INV. 124.03 t. �r`l�' _... , 1 LF OF 6 SAN. LAT. 02.79�/ - �C1 .> ,... zo' srOr,��AT�� casEMt-NT ,.-..._ u� -- � •, > STRUCTURE TABLE DETAILS: PIPES IN: PIPES OUT 6" STUB OUT RIM:122.36 FROM 04 6 PVC INV IN: 121.73 O 2.79X TO 24 ' 6 PVC INV OUT: 120.10 _ O 1.00X CO-01 RIM:125.79 FROM 01, 6" PVC INV IN: 125.25 O 2.63% TO 03, 6" PVC INV OUT: 125.25 O 11.95X CO-02 RIM:125.28 FROM 02, 6" PVC INV IN: 124.74 O 11.95X TO 04. 6" PVC INV OUT: 124.74 O 4.04% CO-03 RIM:125.49 FROM 10, 6" PVC INV IN: 124.95 O 2.79% TO 13, 6" PVC INV OUT: 124.95 O 2.79X CO-04 FROM 03, 6" PVC INV IN: 122.46 O 4.04% TO 07, 6" PVC INV OUT: 123.77 O 2.79X RIM:124.38 FROM 15, 6" PVC INV IN: 123.77 O 2.79X CO-05 RIM:125.47 FROM 11. 6" PVC INV IN: 124.92 O 2.79X TO 14. 6" PVC INV OUT: 124.92 O 2.79% GREASE INTO BLDG RIM:126.54 TO 11, 6" PVC INV OUT: 126.00 O 2.79X GT-01 GREASE TRAP FROM 27, 6" PVC INV IN: 124.03 O 2.79X TO 04. 6" PVC INV OUT: 124.03 O 2.79X RIM:124.57 GT-01 GREASE TRAP FROM 14. 6" PVC INV IN: 124.06 O 2.79X TO 15, 6" PVC INV OUT: 124.06 O 2.79X RIM:124.61 GT-01 GREASE TRAP FROM 13. 6" PVC INV IN: 124.37 O 2.79X TO 27, 6" PVC INV OUT: 124.37 O 2.79X RIM:124.91 SANITARY INTO BLDG RIM:128.54 TO 02. 6" PVC INV OUT: 126.00 O 2.63X I PO 90 PG .9E P0' 90 Pl: s£ 80f LF mF IbROP, 3/4" 'p9 92 PC 1>fg T'B �� v 1.iS PROPOSED 500 GALLON SCHIER - r _ _ GB-500 GREASE TRAP. REFER TO - �- - - -- -- -- ....._.. ......... n oEMPERATE WATERILI E TO BLDG / I ARCHITECTURAL PLANS FOR DETAILS _- -� PUBLIC UT/L/TY EASEMENT00 90 PC 96 _ a.... _... I 1r, �h - N; fv - 2 W v1 WM - P B 9 13fI 0 0 ,. , b � Jl� 00 f 116 �0' (D Fed f _. _ _ _ e :: .. --.- _--_-.. _ t------------- /r '111161 X", 1 �llr iV EA.S � a UTILITY LEGEND GENERAL CONSTRUCTION NOTES mI 0 PROPERTY LINE , z 1. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR > - - - - - - - - EASEMENT LINE SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. A LIST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE Y " COVER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY. Q) SS PROPOSED SANITARY SEWER LINE N WM PROPOSED WATERLINE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. v, s PROPOSED STORM DRAINAGE LINE 3. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION .,. EXISTING STORM DRAINAGE LINE PERMITS. o EXISTING OVERHEAD POWER LINE 4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT N U PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. u - EXISTING GAS LINE - - - wm EXISTING WATER LINE 5. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY. - - `• ---- - - - EXISTING SANITARY SEWER LINE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA DEPICTING THE ACTUAL EXISTING UNDERGROUND ELECTRIC LINE FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY. - - , :_ ;--------- " PROPOSED FIRE HYDRANT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS -BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION z I v0 PROPOSED WATER METER INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS -BUILT DATA SHALL BE COLLECTED BY A STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. a- H PROPOSED WATER VALVE > 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE PROPOSED TEE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING PROPOSED BEND WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. U � C) a, PROPOSED 1,250 GALLON GREASE TRAP 9, ALL EXISTING UTILITIES ARE TO REMAIN PER THE PREVIOUSLY APPROVED PLANS. i s ' ' EXISTING SANITARY SEWER MANHOLE 10. THE CONTRACTOR/ENGINEER OF RECORD SHALL CONTACT THE CITY OF ZEPHYRHILLS UTILITY DEPT. INSPECTION SECTION AND LINE MAINTENANCE TO SET UP THE PRE -CONSTRUCTION MEETING. S 0 tw , � n EXISTING SIGN 11. ALL ELEVATIONS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). J c 12. CONTRACTOR TO EXPOSE WATER MAIN AND FURNISH TAPPING SLEEVE AND VALVE FOR WATER METER TAP AND INSTALL 2" POLYETHYLENE (P.E.) WATER SERVICE LINE FROM MAIN TO METER. CITY OF ZEPHYRHILLS UTILITY DEPARTMENT ut c WILL PERFORM THE TAPPING OPERATION. = a, fY n } -n 13. CONTRACTOR TO COORDINATE WITH THE CITY OF ZEPHYRHILLS UTILITIES DEPT. PRIOR TO THE SELECTION AND ORDERING OF THE WATER METER AND/OR BACKFLOW PREVENTION DEVICE ASSEMBLIES. z o n I_il to N 14. THE MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK OFF THE COUNTY R.O.W. OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY A WALL, FENCE, OR GATE. THE ELEVATION OF THE CONCRETE SLAB WILL BE J o HIGHER THAN THE IMMEDIATE SURROUNDING AREA. DO NOT MULCH AREA AROUND SLAB. DO NOT PLANT ANY LANDSCAPE THAT WILL HINDER DIRECT ACCESS IN THE FUTURE TO THE METER ASSEMBLY 15. CONTRACTOR MUST COORDINATE THE SHUTDOWN OF THE EXISTING POTABLE WATER, WASTEWATER FORCEMAIN, OR RECLAIMED WATER MAIN WITH THE CITY OF ZEPHYRHILLS UTILITY DEPARTMENT. U s Q) m 0 U m U vo 16. ALL NON-METALLIC PIPE WILL BE INSTALLED WITH 2 PAIR, 10-GAUGE COPPER TRACER WIRE. 17. THE LOCATION OF ALL NEWLY INSTALLED FIRE HYDRANTS SHALL BE IDENTIFIED WITH A BLUE REFLECTIVE PAVEMENT MARKER INSTALLED ON THE ROADWAY, PERPENDICULAR TO THE FIRE HYDRANT. THE REFLECTIVE MARKER SHALL BE LOCATED IN THE CENTER OF THE LANE CLOSEST TO THE HYDRANT. 18. THE ENGINEER OF RECORD AND/OR CONTRACTOR WILL BE RESPONSIBLE FOR THE FLOW TESTING AND COLOR CODING OF ALL NEWLY INSTALLED FIRE HYDRANTS IN THE EXISTING OR PROPOSED CITY OF ZEPHYRHILLS RIGHT OF WAY AND UTILITY EASEMENTS THAT ARE TO BE DEDICATED TO THE CITY OF ZEPHYRHILLS PRIOR TO THE FINAL INSPECTION OF THE PROJECT. THE ENGINEER OF RECORD AND/OR CONTRACTOR SHALL REFER TO NFPA STANDARD 291 FOR FLOW TESTING AND COLOR -CODING METHODS AND PROCEDURES oYl 19. CONTRACTOR TO VERIFY UNDERGROUND UTILITIES PRIOR TO INSTALLING FENCE AND ADVISE FOR 01 ANY DISCREPANCIES. n ~ WATER AND SEWER UTILITY NOTES W W f_ m 0 z g Q z � N o w W O z z 0 ¢ ui 0 a U U z z Lu W m o U) LH 0 U 0 o z z w W ¢ U z 0 zL. a � �U 0Z 000 o i_ Lu Lu J W 0 W m U)r a. to W ¢ 0z 00 u� 0 0 t Ww 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES GRAVITY SEWER LINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING, LAYING AND BACK FILLING, SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. cn z O N w Qf 01 z rn N � d O _j z in Fw- U O z QQ O m O of O I__ > Li Q LLI z z °' Q o I z N N 0 I � w z O 0 1•I�� w ro N N O Y N � 3 ON °• � : N •,� � i O • i i till U L N z O Y � L O w cn O 00 � O n N< i CO Q m m r °° N o w Li _ Y I O � v U w 3 < U _ Z Q J PEI Q C) U0 O J L` �/^� VJ r �< v J N=off N 0 w � � CL 0 J v) C)= _' J O a Z = W O> N 0 N W N U O 0 U SHEET NUMBER C-300 U C- U1 v U_ U 0 U) 4 U O 0 S t _v E i 0 L U "i 0 i v �J u� v c 0 0 U) U U c S I E Y ii 0 U Q U a T) c U U S � r> o J 'N Q 0 'j ; 0 r - 0 I ^- N C N � U)O o U V, v (� U _ C - 0 t_ L v .c Q N Q. O I E �y -0 � c V U I o �J J O v) ff n Ti f) U u) u U N 0 C v) it 0 0 E - L I � )0 a, �> ,J T) C 0 (1) Y v, Ll i Y � U v n V v . a _ T N -U J 0 �I U C a� z N (D n ai N 0 v O N z (D J C _ m � u) > c m O C- v I c O v o� u) n _� rn T a) Y 0 > 0 I � i �j) u � Nv 0 n c O U 0 v (D c c . �-C O U + v E � U � O cu V) O s 2 ~ CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. DETAIL (TYP) FINISHED GRADE SEE EXHIBIT G-3 10' MIN 10' MIN !-PROPOSED UTILITY FULL LENGTH OF '--SEE MIN VERTICAL PIPE CENTERED ' , � SEPARATION REQUIREMENTS AT CROSSING PIPE EXISTING UTILITY OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE) UNDISTURBED EARTH (TYP) FOR SHORED TRENCHES WHERE SHORING IS NOT EXTENDED TO I'-. SURFACE, SLOPE EXCAVATION AWAY -_ FROM TOP OF SHORING PER OSHA -T. T., REQUIREMENTS PRIOR TO COMPLETION OF FINAL BACKFILL, REMOVE SHEETING ABOVE 12" OF TOP OF F PIPE; REMAINDER OF SHEETING TO BE LEFT , IN PLACE J PIPE OUTSIDE DIAMETER OR VERTICAL CONDUIT SPAN PIPE SPRING LINE OR CENTERLINE OF VERTICAL CONDUIT SPAN SHEETING OR TRENCH BOX FOR SHEETING TYPE CONSTRUCTION, DRIVE SHEETING BELOW BOTTOM EXCAVATIONFOR /I LATERAL SUPPORT AS REQUIRED BYYTHETHE CONTRACTOR'S REGISTERED ENGINEER TRACING WIRE REQUIRED REGARDLESS OF TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2) O WARNING TAPE A NOMINAL PIPE DIAMETER MINIMUM SIDEWALL CLEARANCE ADDITIONAL EXCAVATION DEPTH (1) OR HORIZONTAL CONDUIT SPAN (INCHES) A (INCHES) B (INCHES) LESS THAN 24 12 12 24 AND GREATER 18 18 W I. a O Z L U FOR OPEN TRENCHES O 0 MIN SIDE SLOPE PER OSHA REQUIREMENTS GROUND (�) S RFACE Z - o e W J-:p IC410 0. vcn Z C' OPEN TRENCH MAXIMUM VERTICAL WALL HEIGHT PER OSHA REQUIREMENTS PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN ZONE N0. ZONE NAME MATERIAL COMPACTION i FINAL BACKFILL AS SPECIFIED AT LEAST 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D-1557 (98% 2 INITIAL BACKFILL 3 MUNCHING 4 BEDDING WHEN UNDER PAVEMENT) 5 FOUNDATION (1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. TRENCH ZONE NOTES: 1Q FINAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3. t�2 INITIAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL 13E COMPACTED BY HAND TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE 3. Q MUNCHING SHALL BE IN COMPLETELY DEWAT R TRENCH IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING. MUNCHING SHALL BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE. (j)BEDDING SHALL BE INSTALLED IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND SHALL BE COMPACTED BY HAND OR MECHANICAL TAMPING. PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY OF THE PIPE. REFER TO ADDITIONAL NOTE 3, Q NATIVE, UNDISTURBED MATERIAL IN COMPLETELY DEWATERED TRENCHES MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR COMPACTED BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL IS REQUIRED. FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3. ADDITIONAL NOTES: 1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLABS, ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL COMPACTION REQUIREMENTS. SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTORATION DETAILS WHERE APPLICABLE. 2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NYLON WIRE TIE. IF THE WIRE IS DAMAGED OR NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE OF SPLICE SHALL BE INSTALLED TO REPAIR THE WIRE. THE ENDS OF THE TRACING WIRE SHALL BE BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER. THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY. 3. ALTERNATIVE LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LIFT THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET. TYPICAL UTILITY TRENCH DETAIL NTS CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 G=3 FINISHED GRADE a DEPTH VARIES COVER PER TRENCH EXISTING UTILITY DETAIL (TYP) SEE EXHIBIT G-3 SEE MIN VERTICAL FULL LENGTH OF PIPE SEPARATION CENTERED AT CROSSING —\ REQUIREMENTS SAND CUSHION FINISHED GRADE 6"MIN 1 1.25' ELB (TYP) COVER PER TRENCH i DETAIL (TYP) SEE NOTE SEE EXHIBIT G-3 6" MINI/ PROPOSED UTILITY ...... .__ _..... ....._. _ (MIN,TYP) COVER F CONCRETE FULL ENCASEMENT DETAIL ( 10'-O" MIN 10'-0" MIN I SEE EXF EXISTING UTILITY CLPIPE PROPOSED NOTE: WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED WITH OF USING FITTINGS. ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) PROPOSED UTILITY MINIMUM VERTICAL SEPARATION REQUIREMENTS POTABLE WATER GRAVITY SANITARY SEWER SEWAGE FORCE MAIN STORM RECLAIMED WATER ELECTRIC TELECOMMUNICATIONS COMMENTS POTABLE WATER 1'-O" i'-0"(1,2) i'-0"(1,2) i'-0"(1) 1'-0" V-0" SEE NOTE 1 GRAVITY SANITARY SEWER 1'-6"(2) 1'-0" i'-0" 1'-6" 1'-6"(2) V-0" SEWAGE FORCE MAIN 1'-6"(2) 1'-0" 1'-0" 1'-0" 1'-6"(2) 1'-0" SEE NOTE 2 STORM 1'-0"(i) V-6" 1'-O" 1'-0" 1'-0" RECLAIMED WATER 1'-0" 1'-6" 1'-6" 1'-0" 1'-0" 1'-0" SEE NOTE 2 ELECTRIC TELECOMMUNICATIONS 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" (1) FAC 62-555.314 (2) FAG 62-604.400 (3) FAC 62-610.469 1. NOTES: OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. 2. ONLY OPTION 2 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. MINIMUM VERTICAL SEPARATION REQUIREMENTS MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY PROPOSED UTILITY POTABLE GRAVITY SANITARY SEWAGE STORM RECLAIMED ELECTRIC WATER FORCE MAIN WATER TELECOMMUNICATIONS POTABLE WATER 1'-0" 101-0'(1,2) 10'-0"(1,2) S -0"(1) 3'-0"(1,3) 3'-0" GRAVITY SANITARY SEWER 10'-0*(2) 1'-0" V-0" 3'-0" 3'-0"(2) S-0" SEWAGE FORCE MAIN 10'-0"(2) i'-0" 1'-0" 3'-0" 3'-0"(2) 3'-0" STORM 3'-0"(1) 3'-0" 3'-0" 1'-0" Y-0" 3'-0" RECLAIMED WATER Y-0"(1,3) 3'-0-(2) Y-O"(2) 3'-0" i'-0" 3'-0" ELECTRIC 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" TELECOMMUNICATIONS (1) FAC 62-555.314 (2) FAC 62-604.400 UTILITIES SHALL NOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR (3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER. PROPOSED UTILITY / i \ 11.25- ELB (TYP) i \ SEE NOTE 10' MIN 10_ MIN I jPIPE NOTE: WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) FINISHED GRADE _.._ TRENCH DEPTH VARIES CONCRETE FULL ENCASEMENT TG-3 EXISTING UTILITY tILITY 112" MIN JIA�SAND CUSHION, (TYP) 6" IN �\ 11.25- ELB (TYP) SEE NOTE 2 10'-0" MIN q PIPE 10'-0" MIN NOTES: 1. FOR PROPOSED WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND FDEP ON A CASE BY CASE BASIS. 2. WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE) PROPOSED UTILITY 1ND CUSHION EXISTING UTILITY SECTION A -A EXISTING UTILITY _. ........._.. �......._.._ SAND CUSHION PROPOSED UTILITY SECTION B-B 6" PIPE O.D. 6" MIN MIN " PROPOSED UTILITY 0 0 FULL CONCRETE a ENCASEMENT e 2500 PSI (MIN) a CONCRETE Z C NCRETE ENCASEMENT NTS UTILITY CONFLICT Section Item Manufacturer 43. 12 Diaphragm Hyett, Model 43MCR 01 44. 12 Float Switch SJE RHOMBUS #1002098 (30' float cables min) 45. 12 Access covers Hallidy (fall protection on wetwells) 46. 12 Generator plugs — Lift Stations <100 Amps Leviton, Model 4100R-9W 47. 12 Generator plugs — Lift Stations >100 Amps Killmark, Model VR20412 and <200 Amps 48. 12 Sewage pumps — less than or equal to 20 hp Tsurmi Pumps 49. 12 Sewage pumps — greater than 20 hp Hydromatic Pumps 50. 12 Interior Coating Sewpercoat 51. 14 Engine/generator Cummins 52. 14 Battery charger LaMarche 53. 14 Filter Fleetguard, Racor, simplex or duplex Model 1000 54. 14 Transfer switch Cummins; Russelectric; Lakeshore Electric 55. 18 Color standard Pantone color 522C 56. 18 Valve boxes US Foundry 57. 18 Polyethylene tubing SDR 9 200 PSI type CTS (copper tubing size) 58. 18 Polyethylene reclaimed water service PLEXCO PE3408 Industrial pipe/tubing Piping; ENDOT Reclaimed Water Tubing 59. 21 Silt fence Mirafi WASTEWATER AND RECLAIMED WATER November 2021 A-3 APPROVED EQUIPMENT/MANUFACTURER LIST aJ W W W Co 0 H � pQ � Q � Q � p W W H 0 Z Z O < W a UJI Z Ix Q Q W > Z 0 0 a w m 0 A CO W z 0 U 0 Z Z < W o � vi W W z a 0 � �U VZ C) 0 C9 F- W W V_ W W 0} m w cn a W_ 0 0 F- O W Vi Z U. P a O I Z O Cn N (D O � O C) Q Q Z OW M O Cn cn O O Q W CD Z Q O I Z N N U O_ F- I w Z LLJ 2 W a W 1 C N O Y N I ?� •� ON � d' rM "•• I L = < �• �- .V >1 < U Ln r� N � O Q Y M � > a 7 Lt7 W � 12- I— N C Q m CO Q _ I o J w U 3 U w � _ Ln 0 0 U Q w 0 J Q 0 U0 0 J—J L.L_ J N=off N 0 W- TT� V / W a- 0 V) O W J � Oa,a- Z= W O� N OLLJ N UN 0 0 U SHEET NUMBER C-301 U C V) Q) 0 V 0 (1) U) a L a 0 I N E 0 �n 0 O C. N t� O s U c N N O U O N N a U U 0 E Y T n C O 0 a U U U 0 C O U N s o U1 _J O a 0 N I C) U V) ° N - U) Q) -c s � U 0 1 N U i c Q U � 0 � a .E (D U N C ° Q N N CN N Lti � C7 �J U a u- a [jr)o U) o L C U n � � g U 00 v 0 u N -c r�- L o > V) W ° F) J � I °- m o 0Y U j a) n Q) L E ° O y N� U N U 0 c a) I� c N (D (v to COS u o V) ti � U �_ E- vC 0 z E ° N I <L U w n o ~ G) . n w U N J �- a v) = c n. ° 1 , 1 V) N n () 0 In C U U � L V) c a) m m - o m U T7 O U� �N o s REFERENCED DATA 1. TOPOGRAPHIC SURVEY WAS OBTAINED FROM - AND PERFORMED BY _, DATED 2. SUBSURFACE UTILITY EXPLORATION WAS OBTAINED FROM AND PERFORMED DATED 3, ALL ELEVATIONS ARE REFERENCED TO - THE HORIZONTAL DATUM IS BASED ON STATE PLANE 4. THE SURVEY INFORMATION CONTAINED HEREIN WAS 08TANED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION, EXISTING CONTOURS SHOWN REPRESENT INTERPOLATIONS/EXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA ALL RISKS RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SHALL. BE BORNE BY THE CONTRACTOR. 5. CEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY REFER TO REPORT DATED 6, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IN THE FIELD LIMITS OF CONSTRUCTION, BENCHMARKS (ELEV.), COORDINATES, CENTER LINES, AND STATIONING AS REQUIRED TO CONSTRUCT THIS PROJECT. GENERAL 7. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH BY THE FDEP, AWWA, NSF, AND CITY OF ZEPRfRHILLS, B. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A OETERMINATON AND RESOLUTION. 9. THE CONTRACTOR SHALL CHECK PUNS FOR CONFLICTS AND DISCREPANCIES PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS DMRNME14TAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO AGENCY INSTRUCTIONS. 11. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, CONSTRUCTION LAYOUTILIMITS OF CONSTRUCTION 12, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA FOR LAYOUT. PROOF OF LICENSE SCULL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT, 13, NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. EXISTING CONDITIONS 14. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. CONTRACTOR SHALL VERITY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 15, PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION. SIZE, MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS. 16. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALT. ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD DRAWINGS. 17. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED WITH THE EFFORT. I& THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT, UTILITY COORDINATION 19. THE CONTRACTOR SHLLL. NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE CALL OF FLOFW AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK TO HAVE ALL EXISTING U71UDES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 AND THE WEB SITE IS WWW.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS, 20. FLORIDA LAW (FS 553.851) REWIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS. RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 21. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHOANG, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES. STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED. IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION. CONSTRUCTION SAFETY 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FA41UAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT, 25. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. RESTORATION 26. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS. SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 27. ALL EXISTING SIGNS AND MAILBOXES LOCATED WITHIN THE PROJECT SHALL BE REMOVED AND REINSTALLED OR REPLACED AS REQUIRED DURING CONSTRUCTION., AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 28. ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF 5'. A MINIMUM OF 4- THICK, 3,000 PSI CONCRETE, AND SHALL BE REINFORCED WITH 1,01.4 W.W.M., ALL IN CONFORMANCE WITH MACDILL DESIGN GUIDELINES, LATEST EDITION. ACCESSIMAINTENANCE OF FACILITIES 29, THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTIUTIES/FACIMES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. PIPING NOTES 30. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL TARE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIONMENTS. 31. SIZE OF FIRINGS SHOWN ON PUNS SHAM CORRESPOND 10 THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. 32. ALL PIPE LENGTHS ARE APPROXIMATE PIPE MEASUREMENTS FOR STRAIGHT ENDWALL END SECTIONS ARE TO END OF PIPE. 33. PIPE RINGERS AND SUPPORTS ARE NOT SHOWN UNLESS A SPECIAL TYPE OR CONFIGURATION IS REQUIRED. FINAL SUPPORTS, LOCATIONS, AND TYPES SHALL BE DETERMINED BY THE CONTRACTOR AND INCLUDED IN THE PIPELINE DRAWING SUBMITTALS FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SWILL BE AS SPECIFIED. WATER 34. ALL WATER PIPES ARE TO BE CONSTRUCTED WITH 36' MINIMUM COVER UNLESS OTHERWISE NOTED ON THE PLANS. ALL WATER MANS ARE DR-1B PVC UNLESS OTHERWISE NOTED 35. FURNISH AND INSTALL B GAUGE TRACER WIRE ON ALL MAN PIPELINES, WIRE TO EXTEND INTO EACH VALVE BOX WITH SUFFICIENT EXCESS TO BRING WIRE THREE FEET ABOVE FINISH GRADE. 36. WATER SYSTEMS ARE TESTED TO A MINIMUM OF 150 PSI FOR TWO-HOUR DURATION AS PER AWWA C 600 STANDARDS. 37. ALL FIRE FLOW LINES WILL RUN SEPARATE FROM THE DOMESTIC WATER MANS AND HAVE A FIRE DETECTION METER AND A FIRE LINE BACK FLOW PREVENTION ASSEMBLY (BFP). ASSEMBLY SHALL INCLUDE A LOW FLOW BY-PASS METER. 38. ALL POTABLE WATER CONNECTIONS SHALL BE MADE WITH CUTTING -IN TEES WITH VALVES. ANY EXCEPTIONS TO THIS WILL REWIRE CITY OF ZEPHYRHILLS APPROVAL. WHEN ALLOWED BY CITY OF ZEPHYRHILLS, HOT TAP ('WET TAP-) CONNECTIONS SHALL BE PERFORMED BY A LICENSED, UNDERGROUND CONTRACTOR, WITH ADVANCE NOTIFICATION (72 HOURS) TO THE CITY OF ZEPHYRHILLS INSPECTOR. SERVICE TYPE VALVE TYPE * VALVE SIZE • GV - GATE VALVE * BFV- BUTTERFLY VALVE q- VALVE IDENTIFICATION WATER DISK ANCHORED TO CONCRETE 6" GV DIRECTION AND NO OF L-20 TURNS TO OPEN 1 /8" LETTERS CAST IN 3" -/f DIA BRONZE DISK (TYP) CAST IRON LID WITH RAISED LETTERS "WATER" PAINTED BLUE (POTABLE) SEE NOTE OR RED (FIRE) a" 24"0 X 6" THICK CONCRETE PAD NOTE: LOCATOR WIRE ACCESS-2" SCH 80 PVC, FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/ RECESSED NUT. TERMINATE INSULATED, SOLID 12 GAUGE COPPER LOCATOR WIRES AT TOP W/ 12" OF EXTRA WIRE PLAN VIEW FINISHED ASPHALT- 3/a" CHAMFER FINISHED GRADE (2)-#3 CLOSED TIE 0 5" OC, 2" FROM TOP VALVE COLLAR AND IDENTIFICATION DISK NTS 39. WATER TAPPING SADDLES SHALL BE DOUBLE STRAP BRASS OR DUCTILE IRON OR EPDXY COATED STEEL WITH STAINLESS STEEL HARDWARE. TIE STRAPS AND BOLTS SHALL BE CORROSION RESISTANT ALLOY STEEL FULL CIRCLE STAINLESS STEEL TAPPING SADDLE SLEEVE WITH RESILIENT SEATED TAPPING VALVE SHALL BE USED FOR PROPOSED WATER AND FORCE MAIN CONNECTIONS, 40. ALL FIRE HYDRANTS SHALL BE PANTED IN ACCORDANCE WITH AGRAM 07-07 (MAY 2007). CAPS SHALL BE PAINTED WITH REFLECTNE-TYPE PAINT. BARREL COLOR DISTRIBUTION SYSTEM TYPE SILVER PUBLIC (POTABLE) RED FIRE PROTECTION (POTABLE WITH OFF) PURPLE RECLAIMED (NON -POTABLE) cm RATED CAPACITY (AT 20PSI RESIDUAL PRESSURE) SAFETY BLUE 1500 GPM GREEN 1000-1499 GPM ORANGE 500-999 GPM RED <500 GPM UTILITY SEPARATION 41. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FOEP REQUIREMENTS. 42. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS. 43, IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT DETAIL THE CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY COMPANIES. MAINTENANCE OF TRAFFIC 44. TIRE CONTRACTOR SHALL REFER TO THE '2014 FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS' FOR FOOT DESIGN INDEXES AND 2014 "FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED IN THESE CONSTRUCTION DRAWINGS. 45. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT WWW.DOT.STATE. FL.US/RDMSIGN/DS/ 14/$TDS.SHTM. 46. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT. 47. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FOOT STANDARD INDEX 600 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED AT ALL TIMES WITH USE OF FLAGGER. AL TRAFFIC OWES MUST BE OPEN FOR TRAFFIC AT THE CLOSE OF WORKDAYS. AL SIGNING, BARRICADES, LIGHTING, AND FUGGERS SCULL BE INCLUDED IN THE LUMP SUM COST. 48. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. STANDARDS, AND SHALL BE PAINTED IN ACCORDANCE WITH FOOT STANDARD SPECIFICATION SECTION 710. 49. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES: REFERENCE FOOT INDEXES 600 THROUGH 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT ' 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=5 t PHONE (813)780-0029 FAX (813)780-0613 PROJECT SPECIFIC 50. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO WEEKS NOTICE TO THE OWNER PRIOR TO CONNECTING THE NEW WATER MAN TO THE AF8 PUBLIC WATER SUPPLY CONNECTION WITTHEH OWNERS ORACTOR IS FESPONSIBLE FOR COORDINATING T14E PWS TO ENSURE THAT THERE ARE EACH INTERRUPTIONS TO EACH SYSTEM. ST. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND/OR INSPECTED PRIOR TO BACKFILL COMPACTION, ROAD BASE INSTALLATION, OR RESTORATION. 52. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE ENGINEER FOR APPROVAL, FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE 53, ALL ROCKS OR STONES LARGER THAN 6' IN DIAMETER SHALL BE REMOVED FROM THE BAMU. MATERIAL. BACKFILL MATERIAL PLACED WITHIN 1-FOOT OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN 2' IN DIAMETER. 54, ALL WORKMANSHIP AHED MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO FOOTS STANDARD SPECIFICATIONS FOR ROADWORK AND BRIDGE CONSTRUCTION, LATEST EDITION. AWWA. NSF, AND THE LATEST CITY OF ZEPHYRHILLS STANDARDS, UNLESS OTHERWISE INDICATED. 55, (ENGINEER TO ADD MORE AS NEEDED] 56, ABANDON PIPING IN PLACE: 2' AND SMALLER CAP AND ABANDON IN PLACE. 3" AND URGER CAP AND GROUT FILL IN PLACE. TO WATER METER/ BACKFLOW PREVENTION ASSEMBLY a E NOTE: 1. CAST BRONZE COMPRESSION FITTING CONNECTIONS SHALL BE USED & INSTALLED IN ACCORDANCE WITH CITY OF ZEPHRYHILLS STANDARDS. 2. USE 2 INCH DIAMETER HDPE FOR SINGLE SERVICE. 3. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 4. POD SHOWN ON METER/BACKFLOW ASSEMBLY EXHIBIT. 2" WATER SERVICE INSTALLATION (NEAR SIDE) NTS CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542-� PHONE (813)780-0029 FAX (813)780.0613 VALVE COLLAR AND IDENTIFICATION DISK SEE EXHIBIT W-5 Z FINISH GRADE 1H - CAST IRON ADJUSTABLE a VALVE BOX 0� TAPPING VALVE FLANGED CONNECTION - REACTION BLOCK UNDISTURBED / SEE EXHIBIT EARTH Q G-6A (TYP) MJ CONNECTION MJ TAPPING SLEEVE NOTES: 1. ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCH. 40. 2. CAM -LOCK MALE ADAPTER & DUST CAP SHALL BE ALUMINUM/THREADED. 3. ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD. 4. DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW -OFF ASSEMBLY PLUMB, 5. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 6. VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER. WET TAPPING SLEEVE AND VALVE DETAIL NTS CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT ' 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=2 PHONE (813)780-0029 FAX (813)780-0613 GRADE VALVE BOX CURB - DEFLECT TUBING CI BIG NUT VALVE WATER MAIN z PAVEMENT M CURB � f TO WATER METER/ BACKFLOW PREVENTION 2 INCH BLUE SDR9 ASSEMBLY POLYETHYLENE TUBE NOTES: 1. CAST BRONZE COMPRESSION FITTING CONNECTIONS SHALL BE USED & INSTALLED IN ACCORDANCE WITH CITY OF ZEPHRHILLS STANDARDS. 2. USE 2 INCH DIAMETER HOPE FOR SINGLE SERVICE. 3. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 4, POD SHOWN ON METER/BACKFLOW ASSEMBLY EXHIBIT. 2" WATER SERVICE INSTALLATION (FAR SID NTS CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT s 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Wm9G- PHONE (813)780-0029 FAX (813)780-0613 SEE VALVE COLLAR IDENTIFICATION DISC DETAIL OFF FYNIRI W-F, TRACING WIRE - ADJUSTABLE I VALVE BOX 1 SEE NOTE TRACING WIRE.n FINISH GRADE OR PAVEMENT HAND TAMPED BACKFILL AT TOP SECTIONT OPERATING NUT CI VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON THE PIPE FDOT #57 STONE t (6" DEEP) l}ip. �rkAI III ill `-PIPE VALVE -1-I COMPACTED FDOT II II II, III 1 it II II' C1= �57 STONE LENGTH 6" OF VALVE 6" WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE +12" (6" BEYOND EA SIDE) NOTES: 1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 2. VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER. GATE VALVE BOX NTS CITY OF ZEPHYRHILLS NOVEMBER2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT ' 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Wm311 F PHONE (813)780-0029 FAX (813)780-0613 METER SWIVEL METER SWIVEL ADAPTER ADAPTER (SPUD) (SPUD) NIPPLE & REDUCING METER BUSHING (AS NEEDED) LOCKING CURB STOP (FIPXFIP) �e BALL REDUCED PRESSURE VALVE BACKFLOW PREVENTER ASSEMBLY r BALL VALVE 1( 90' ,- ELBOW BALL REDUCED PRESSURE VALVE BACKFLOW PREVENTER ASSEMBLY r BALL VALVE 1( 90' ,- ELBOW uJ W FL� i INCH FINISHED CHAMFER VALVE BOX - 12 INCH + PIPE GRADE m TYPICAL s DIA. (MIN. 18" MIN. DISTANCE) CAST 3 INCH SCH40 PVC PIPE THROUGH SLAB (TYP,) CONCRETE SLAB 7\/A/�A:��Y\/A/,/A/,A//A/iA%A//A/�/�/�A/A/A//A/�l/�/T � ,,�•, cn COMPACTED BACKFILL LIMITS OF BRASS > OR S.S. PIPING 2 INCH SOLID BRASS OR SS RISER 2 INCH PE TUBING PE TUBING, I * RELIEF VALVE DISCHARGE LENGTH VARIES A 2" BIG NUT VALVE SHALL BE TO BE ABOVE 100 YR FLOOD PLAINDEPENDING INSTALLED WITHIN 2 PIPE SITE CONDITIONS DIAMETERS OF THE UNDERGROUND INLET ELBOW (TYP) j CITY of ZEPHYRHILLS I PRIVATE POD NOTES: 1. SEE EXHIBIT W-16E FOR GENERAL WATER METER ASSEMBLY NOTES. 2. WATER METER SIZE/STYLE TO BE DETERMINED BY ENGINEER AS WELL AS UPSTREAM AND DOWNSTREAM SPOOL LENGTHS. 3. SEE GENERAL CONSTRUCTION NOTES (ATTACHMENT E) FOR PAINTING REQUIREMENTS. 4. BOLLARDS ARE REQUIRED IN HIGH TRAFFIC OR NEAR VEHICLE MOVEMENT AREAS. 5. ALL PIPING TO BE A MINIMUM OF 2-INCHES UP THROUGH THE LOCKING CURB STOP. 6. 2-INCH COMMERCIAL SERVICE LINES SHALL USE A 2-INCH SLEEVE AND TAPPING VALVE (INSTEAD OF A CORPORATION STOP) AT THE WATER MAIN CONNECTION. 7. THE CITY WILL FURNISH AND INSTALL THE METER/BACKFLOW ASSEMBLY AFTER INSTALLATION FEES HAVE BEEN PAID. WATER METER ASSEMBLY COMMERCIAL 1-1/2 INCH AND 2 INCH METERS NITS J W W � m 0 cf) F- Z g� L Q � p W W p Z Z O Q p W J a W m Z� Q w ] W Z S2 Lu a W m � Qp U) W OU �F- Z Z Q W W Q W Z za co U J VU ~ 00 p H w WLL J O W W m 0 } w� < a _ 0O O w p F- F U. F) Z R � C L CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT ` 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 wm PHONE (813)780-0029 FAX (813)780-0613 I cn z 0 (n Lai af O Z O C.D N Lp U Ih O Z J LL- I- U O z . Q Q Ili O O m Of (0 v~_i Q w I CD > LLJ 0) Of Z � Q O 1 Z N CV g O F- I Ld O 1-2 Lij W N (n O = Y ?� N I-U-) I•� ON � 4F ° /i o .10 07 °• CNI �I •�°c ° -Q00 �. o° <� • 3 Ili to Az : '// v� �� ..•.. °. � `vim U Ln N z O Y o- � Of a- 7 In O Lij � O I- V) Q DoN m CON o W z z o Y a Lo a w Q U0 O JLL- .I �r n U) N = o� (V 0 w U) CL v) O W _j J J Ory _ W O� N ONLLJ UN LL- O U SHEET NUMBER C-302 V C U) N O O N U C 4 L O I T E Y Q S7 a 7 U s= 0 U r_ V U O (1) Q V c O T I L Y O y a U U U V 0 0 6 'N n J U Q c - N J O :D N o a� O) U) { U 0 0 N U J n c .E cl (U N C U 0 V N U) V N I ry 3� _J (U I a r) ° n o vc U o .T 0 3 E o I N i N V) '; o G _J n I n m o U / N n Y N N (7 I` L O N U c N CD 0 (N N D .0 CD i N V) � U E (D > N 0 L z in (/7 c I - �1 F U W U (� o �c- ~ N I N -s D U N 2 T N m > v z U � U LLJ N a N OO V Ln L O +C U cn � N lT) L s m a) CT - o 7 m U O (D v 4 , U) 0 c. n_ H GENERAL NOTES: 1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED (CONCRETE OR ASPHALT) 2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH AND LARGER PIPE. 3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 4. THE CITY WILL FURNISH AND INSTALL THE METER/BACKFLOW ASSEMBLY AFTER INSTALLATION FEES HAVE BEEN PAID. THE CONTRACTOR WILL BE REQUIRED TO INSTALL THE METER/BACKFLOW FOR 3- AND LARGER METERS. 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL BE 2 INCHES ABOVE FINISHED GRADE. 7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. 8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 TRAFFIC BOLLARDS ARE REQUIRED. TEMPORARY METER NOTES: 1. THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. 2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT. 3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR ZONE REQUIREMENTS. GENERAL WATER METER ASSEMBLY NOTES RESIDENTIAL OR COMMERCIAL DEVELOPMENT NTS CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=16E M PHONE (813)780-0029 FAX (813)780-0613 MACHINED SURFACES 5/8 TOPOGRAPHIC SURVEY WAS OBTAINED FROM _, AND PERFORMED BY DATED SUBSURFACE UTILITY EXPLORATION WAS OBTAINED FROM _ AND PERFORMED DATED -_. ALL ELEVATIONS ARE REFERENCED TO _ THE HORIZONTAL DATUM IS BASED ON STATE PLANE _. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. EXISTING CONTOURS SHOWN REPRESENT INTERPOLATIONS/EXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA. ALL RISKS RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SMALL BE BORNE BY THE CONTRACTOR. CEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY _, REFER TO REPORT DATED ____. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IN THE FIELD LIMITS OF CONSTRUCTION, BENCHMARKS (ELEV.), COORDINATES, CENTER LINES, AND STATIONING AS REQUIRED TO CONSTRUCT THIS PROJECT. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH BY THE FDEP, AWWA, NSF, AND CITY OF ZEPHYRHILLS. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY AL DIMENSIONS, THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHAD NOTIFY THE ENGINEER AT LEAST 72 HAIRS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION. THE CONTRACTOR $HALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA D. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO AGENCY INSTRUCTIONS. 1. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA FOR LAYOUT. PROD' OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. 14. LOCATIONS ' OCATI NS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES. AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 15. PRIM TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE CONTRACTOR SH A l FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE. MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CDNNECTION(S) WILL BE MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS. 16. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SWVl ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD DRAWINGS. 17. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAIWE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED WITH THE EFFORT. 18. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. UTILITY COORDINATION 19. ME CONTRACTOR $HALT. NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE NOTIFYING 'SUNSHINE STATE ONE CALL OF FLORIDA" AT LEAST 0 HOURS PRIOR TO ANY EXCAVATION WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS 1-900-432-4770 AND THE WEB SITE IS WWWI.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS THE NOTIFICATION PERIM SMALL. BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS, 20. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 21. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING. OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED. IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. W-NON PENETRATING MANHOLE COVER DETAIL FOR PAVED AREAS NOT TO SCALE NOVEMBER 2021 CITY OF ZEPHYRHILLS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Sm3A &�_ __-A • AX PHONE (813)780-0029 F(813)780-0613 CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION. CONSTRUCTION SAFETY 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT. 25. THE CONTRACTOR SHALL L BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. RESTORATION 26, ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONE MCTOR TO THE SATISFACTION OF THE OWNER. 27. ALL EXISTING SIGNS AND MAILBOXES LOCATED WITHIN THE PROJECT SHALL BE REMOVED AND REINSTALLED OR REPLACED AS REQUIRED DURING CONSTRUCTION., AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 28. ALL SIDEWALKS DAMAGED WRING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF 5'. A MINIMUM OF 4" THICK, 3,000 PSI CONCRETE, AND SHALL BE REINFORCED WITH 1.01.4 W.W.M.. ALL N CONFORMANCE WITH MACOILL DESIGN GUIDELINES, LATEST EDITION. ACCESSIMAINTENANCE OF FACILITIES 29. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILTES/FAOUTIES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. PIPING NOTES J0. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS. 31. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE, 32. ALL PIPE LENGTHS ARE APPROXIMATE. PIPE MEASUREMENTS FOR STRAIGHT ENDWALL END SECTIONS ARE TO END OF Pam. 33. PIPE HANGERS AND SUPPORTS ARE NOT SHOWN UNLESS A SPECIAL TYPE OR CONFIGURATION IS REINED. FINAL. SUPPORTS, LOCATIONS, AND TYPES SNAIL IE DETERMINED BY THE CONTRACTOR AND INCLUDED IN THE PIPELINE DRAWING SUBMITTALS FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. SEWER 34. ALL WASTEWATER FORCE MANS ARE TO BE CONSTRUCTED WITH 48' MINIMUM COVER UNLESS OTHERWISE NOTED ON THE PLANS. 35. LOW PRESSURE AR TEST AND VIDEO INSPECTION ARE REQUIRED FOR THE GRAVITY COLLECTION SYSTEM. ALTERNATIVE TESTING METHODS PROPOSED BY THE CONTRACTOR MUST BE PRE -APPROVED BY CITY OF ZEPHIRHLLS. 38. MANHOLE FRAMES AND COVERS, AND CO CAPS ARE TO BE WATER TIGHT. IF NEEDED, EXISTING MANHOLE TOPS ARE TO BE ADJUSTED TO PROPOSED GRADE. 37. INFLOW PROTECTION DISHES ARE REWIRED FOR ALL MANHOLES: STAINLESS STEEL IN PAVED AREAS, ASS IN UNPAVED AREAS. 38. ALL SEWER FORCE MAN LINES AND GRAVITY SERVICE LINES ACCEPTED BY THE CITY OF ZEPHYRHILLS MUST BE AT LEAST FOUR INCHES (41 AND EIGHT INCHES (S") IN DIAMETER, RESPECTIVELY, EXCEPT LATERAL SEWER LINES WHICH SHALL BE NO LESS THAN SC( INCHES (67 IN DIAMETER AND ACCEPTED BY ME CITY OF ZEPHYRHILLS TO A SANITARY CLFANOUT POINT OF DEMARCATION (POD). A SANITARY CIEANIT SHALL B: PROVIDED WITHIN 10' OF EXTERIOR BUILDING WALL- FOR ALL WASTEWATER SERVICE CONNECTIONS. ALL SERVICE LINES SHALL ENTER A MANHOLE. 39, A BALL CHECK VALVE FOLLOWED BY A PLUG VALVE SK41 BE INSTALLED AT THE CITY OF ZEPHYRHILLS POD ON GOVERNMENT OR PRIVATELY OWNED FORCE MAINS DISCHARGING FROM PRIVATELY OWNED LIFT STATIONS CONNECTING INTO THE CITY OF ZEPHYRHILLS'S UTILITY MANS. 40. CONNECTION TO EXISTING MANHOLES AND/OR LIFT STATIONS SMALL. BE BY CORE BORE WITH KOR-N-SEAL CONNECTORS. 41. ALL ELECTRICAL AND CONTROL BOXES AT LIFT STATIONS SHALL BE PAINTED MANOR HOUSE BROWN (SHERWIN WILLIAMS). 42. CONTRACTOR SHALL COORDINATE WITH CITY OF ZEPHYRHILLS ON THE LOCATION OF THE LS DRIVEWAY BEFORE INSTALLING UTILITY SEPARATION 43. EACH PROPOSED U71UTY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS. 44. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS. 45. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONVICT DETAIL, THE CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER FOR APPROVAL PRIM TO COMMENCING WORK. ALL REU MATKN HALUBJEC EFFORTS SWILL BE SMUT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY COMPANIES. FRAME AND SOLID LID & NEENAH R-1974-A (ROUND) OR EQUAL TO PIPE O.D. o , v 4' : PREMOLDED PLASTIC EXPANSION JOINT MATERIAL 3" TYP. , MAINTENANCE OF TRAFFIC 46. THE CONTRACTOR SHALL REFER TO THE '2014 FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS' FOR FDOT DESIGN INDEXES AND 2014 'FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION- AS SUPPLEMENTS TO THE WORMATI N AND DETAILS PROVIDED N THESE CONSTRUCTION DRAWINGS. 47. ALL REFERENCED FOOT STANDARD INDEX DRAWINGS CAN BE FOUND AT WWW.DDT.STATE.FL.U$/RDDEMN/DS/ 14/SW.SHTM. 48. THE CONTRACTOR SHALL HE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES WRING THE DURATION OF THE PROJECT. 49. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX 800 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAET1' DEVICES THROUGHOUT THE PROJECT, ONE TRAFFIC LANE MUST BE MAINTAINED AT ALL TIMES WITH USE OF FLAGGER. ALL TRAFFIC LANES MUST BE OPEN FOR TRAFFIC AT THE CLOSE OF WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SWILL BE INCLUDED IN THE LUMP SUM COST. 50. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. STANDARDS, AND SHALL BE PAINTED N ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 710. 51. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES: REFERENCE FOOT INDEXES 600 THROUGH 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. PROJECT SPECIFIC 52. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO WEEKS NOTICE TO THE OWNER PRIOR 70 CONNECTING THE NEW WATER MAIN TO THE AFB PUBLIC WATER SUPPLY (AFB-PWS). THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEWUNG EACH CONNECTION WITH THE OWNERS OF ME PWS TO ENSURE THAT THERE ARE MINIMA. INTERRUPTIONS TO EACH SYSTEM. 53. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND/OR INSPECTED PRIOR TO BACKFILL COMPACTION. ROAD BASE INSTALLATION, OR RESTORATION. 54. CONTRACTOR SHALL SUBMIT SHOP DRAWNGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE ENGINEER FOR APPROVAL. FAILURE TO DWAN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE, 56. ALL ROCKS OR STONES LARGER THAN 6" IN DIAMETER SHALL BE REMOVED FROM THE BACKFILL MATERIAL. BACKFILL MATERIAL PLACED WITHIN 1-FOOT OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN 2" IN DIAMETER. 56. AL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO FDOT'S STANDARD SPECIFICATIONS FOR ROADWORK AND BRIDGE CONSTRUCTION. LATEST EDITION, AWWA NSF, AND THE LATEST CITY OF ZEPHYRHILLS STANDARDS, UNLESS OTHERWISE INDICATED. 57. [ENGINEER TO ADD MORE AS NEEDED] 58. ABANDON PIPING IN PLACE: 2' AND SMALLER CAP AND ABANDON IN PUCE. 3' AND LARGER CAP AND GROUT FILL IN PLACE. 2'-6" SQ. CONCRETE ENCASEMENT I74•II I AC PAVING OR GRADE -- CONC. COLLAR RAISE TO GRADE IN UNPAVED AREA 4" MIN. ENCASEMENT SAND BACKFILL EQUAL DIA. PIPE ® a .o® (8" 1. D. MAX.) AS REQUIRED TO ENCASE FITTINGS v. (1)2'-0" JOINT AS SHOWN C II .'o.-d•v.•v.'-v'•o.- UNDISTURBED SOIL GRAVITY CLEANOUT NOT TO SCALE CITY OF ZEPHYRHILLS NOVEMBER 2021 a. STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S=9 PHONE (813)780-0029 FAX (813)780-0613 A 023%HA i- 1 _T1 l,1 4 SECTION A -A SCALE 1 : 6 MANHOLE COVER DETAIL NOT TO SCALE pr • CITY OF ZEPHYRHILLS NOVEMBER 2021 STANDARD DETAILS AtCITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 W W m o H � f- Q H Q Z UJ UJ 0 F- m Cl W W F Z Z O Q 0 W J a U) N ZQ uj > Z 7 � m a w m Q c(n W 0 U H Z Z Q W Ix W ¢ W z za 0 � �U V00 ~ fY J WC) W m U) } < as _ ()O Lu �0 Lu W LL F/) Z 2 H a. > LLJ Q z O V) W O Z O (.fl N Lp U O z M LLi U O z II Q Q W O m O IY ■ c) O CDV) Ld Z � Q O I Z N (V h I w af O a- LLJ LL1 Y Of c N O Y N � 2i ■r oN � il , W w z O: AV 0= �7 z m 0- w U Ln N O Y w 0 LLJ Ln O � of o � I C � Q m r m tZ N o N o m Q _ `� I -1 LLJ U 3 o Y O U � U r- (n w 0 _ U U) J 0 U0 0 J � Cn � _J Q _J w W N=off NSW_ 0 w 0 TI V ♦ =�QJJ CL J (n O Z W 0� N ON Ld ULL o SHEET NUMBER C-303 .8TIP" +6 r ++3 l AM .0 19 1.8 + + 3. + 2.4 +4.1 +4.4 1 s . +^ 4.1 IW1 .0 II �-- 1$2+O Iw$ ............. N 3.33.6 3 4.8 4.54.1 3.1 3.0. _4.2 5.5 6:0 5AB :6 .9 Sv, 39 + I 1 + + + 2.8 + 4.3 + 5.3 + 4.7 + 4.3 + + o I 3 3. 4.6 4.5 3, 2.4 3.3 4.3 4.2 3.8 3.8 4.0 4.3 4.2 3.0 4.4 4.8 55 4.3,! 1 ( f l r N0 0*3'w 11 fL6' •�►. E 5 + 1 3. 5.2 , ..i2.1 2!S ••2:7; -2.4 - �3, t. 4:3 •• 2:N3 23 VA 2.1, 1 2�1 9 1.9 1.9 2.2 2.9 3.3 .. o 4.7 4.'.6 _• ' +-44 *, ! • • 1 4.3 3 I1.6 •'_ 4.60 3.9 r 5 .3: •' X,` , 0.9 2.8 56 I 5il j M 21 z 5 �' 52 4 .. r 38111 2.4 5.2 �. +) CLEs'1 � j �l�' . . •• V. . 1>. - ,• 4,115 SF .N 4 `,9 4 z• 64 SEATS I , y 8 2.4 4.7 5. _ Li I.. ;..' ; '• ' a •` ' , .. �' T CASH FFE 130°0 PRESENT t '3.0 2.1 4% • • • •� • ., •14 0-f 1 0 25 48 +I + 21 .10 WINDOW WINDOW I 1 . . in • 2 �3.0 f.A i 2:8 ?rQ 5 41t1 1ra .�I.6 4 Uri •j 1.2;• ••T.� 1. 1.0 . 1.0 ! 1.0., 0.9 1.1 1:4 2.7 5.3 6 2.9 . • r . A• • a • • • 1 • ,i • 1�• E °U 1 1j 2i 3.2 + + +33 29 + +2.7 +2.7 +2.8 1 30 1211 +3.2 15.7 15. +222 18.9.9+2.8 +2.9 33 2 (ll rf v 2 ' w 4.6 4.3 4.2 4.5 4.5 3.8 2.6 2.3 3.8 5.6 5.4 5.0 5.0 5.3 5.6 4.7 2. 1 C i • • + 4 1 + + + + 1 + + + 4 1 + + 1 + + + + + q • •, 3. 2.5 :/ 3 \ ..2.,7 2.8922� 1384.5 4.5_I 6 .......O 1I .... , ,0 n , i• i• =y: t _ ��NXV IN ASF'ffA1 T .0 MERNPEERMI i v w t cc 0..3 0.4 0.6 0.7 ._ 0.3 0.0 O,4N 0,1 0.2 __ 0:4 6. Q:7 .._.. _ . 1 PC fig 0 5 C 4,2 2 .......... A.. Q _ "_0.0 {# (f M i / f y , ' .r L _ _.. . -- : 00 _... r - , _... _ _. _... _o.._.. _ �- o I f'f 'go LJ U n fy m� - - - - Y -U Q) a N Calculation Summary r _ Label CalcType Units Avg Max Min Avg/Min Max/Min PAVED SURFACE READINGS Illuminance Fc 3.05 6.1 0.5 6.10 12.20 r� PROPERTY LINE READINGS Illuminance Fc 0.29 0.8 0.0 N.A. N.A. - -- (V c O a� O a ' Luminaire Schedule z Symbol Qty Label Arrangement LLF Description Lum. Watts EPA < 6 AB SINGLE 0.900 RAR-2-480L-240-5K7-4W BC 226.9 0.607 o rn i fo 0 0 u, z rL v n CP J Cn - N = 4J > v w .. N n Q) U U) cc Q CALL 48 HOURS Q) Q) BEFORE YOU DIG w �: n IT'S THE LAW! L DIAL 811 Knowwhat's below. W Call before you dig. CO c)AM -° SUNSHINE STATE ONE CALL OF FLORIDA, INC. Mtg Height 21 ■ Pole Type SES-18-41 NOTES 1. THE FOOTCANDLE LEVELS AS SHOWN ARE BASED ON THE FOLLOWING CRITERIA. ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT BE THE RESPONSIBILITY OF SECURITY LIGHTING. 2. DISTANCE BETWEEN READINGS 10' LIGHT FIXTURE SES-1 8-40-1 -TA-GL-XX (4") NEW 6" SQUARE 21' METAL POLE WITH FIXTURE. PROVIDED IT MEETS 140 MPH WIND LOAD REQUIREMENTS, CALCULATIONS AND POLE DETAILS BY OTHERS, 25' POLE HEIGHT, POLE TO COMPLY WITH BUILDING CODE WITH RESPECT TO WIND LOADS LOT LIGHT POLE DETAIL SCALE: N.T.S. THIS DRAWING MEETS OR EXCEEDS McDONALD'S CURRENT ILLUMINATION SPECIFICATIONS OF A 3-4 FOOTCANDLE AVERAGE, UNLESS SUPERSEDED BY OTHER REQUIREMENTS J co w w m O H � H Q Q� QQ Z cn o w w H � Z Q 0 0 w � a 07 w cc W Z a w CO 0 � W Z O U O Z Q w w w Z Wa C7 � �U 0Z Q 00 U 1 w J Z 0w m NZ w cn a a = 00 2 v O w cn z a> POLE FIXTURES ARE FULL CUTOFF TILT = 0 CALCULATION GRIDS ARE AT GRADE POLE LIGHT MOUNTING HEIGHT = 21ft (18' POLE + 3' BASE) PROJECT WIND LOAD CRITERIA BASED ON: ASCE 7-10 WIND SPEEDS (3-SEC PEEK GUST MPH) 50 YEAR MEAN REFERENCE INTERVAL ALLOWED EPA 9.0 0 WIND LOAD 103 MPH SECURITY TM LIGHTING "1w REGIONAL DRAWING 2100 GeV Ib.i Gv(N K% poUiro MmOl IL OM 1♦00-64+-4 ° UNLESS OTHIMISE SPECIFIED, ALL DIMENSIWS ARE IN INCHES # 009-2721 • = 20' 0' DRAWN BY CLB LEED AP BD+C 1. THIS LIGHTING DESIGN IS BASED ON INFORMATION SUPPLIED BY OTHERS TO SECURITY LIGHTING SYSTEMS. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION. CRITICAL SITE INFORMATION POINT -BY -POINT FOOTCANDLE PLOT FOR CIFIER, SHOULD 13E COORDINATEDPOLE DVTH THE CCONTRACTORN D/OR SPEHEIGHT. RESPONSIBLE FOR THE PROJECT. MCDONALDS 7557 GAL BLVD 2. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY ZEPHRYHILLS, FL 33541 CONDITIONS. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. NATIONAL STORE NUMBER 3, CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. XXXX 4. THIS LAYOUT MAY NOT MEET TITLE 24 OR LOCAL ENERGY REQUIREMENTS. IF THIS LAYOUT NEEDS TO E COMPLIANT WITH TITLE 24 OR OTHER ENERGY DATE DRAWING NUMBER REQUIREMENTS. PLEASE CONSULT FACTORY WITH SPECIFIC DETAILS REGARDING PROJECT REQUIREMENTS SO THAT REVISIONS MAY BE MADE TO THE DRAWING. 07/ 11 /2023 0092721. AGI w Q 0 In z O w C' • i O (.0 rn N �p O Z � � w M vi LLI U O z Q Q w O O O i z � Z �N N :2O r O I w V) Z O LLJ Y J � N Cn p = `1 •� ON 110 d- ``V�1111111//7' ♦ �•co � o u. ° w � ®• <60, o U Lo N O Y 7 O V) 000 1 } r N w mw _ I J U 3�: U Y Q in Q w U w � _ U) 0 0 U z J U OC w 2 0 0 Q 0 U0 0 J.__I LL- � J `- j ��< VJ N=off 0 w VJ O = Lill Q � J 0 Z W 0CL N O W UN Lt- U SHEET NUMBER C-400 0 r n. Q> U .0 neeasava �xwrax. w.r.�w.vwuumusm • U \ in 1 i b Q9 ?? ? ???a2 RIM: 127,42 NV IN: 123.02 Y INV IN: 123,12 T 2:MJV7 - . 1?f? S)o 1-6: 6i) ,7 U r i in Us in t �r CN U 18 4 J N E Y � 1 o r U r $ _U U I i Cy L NA11 ,iV A D N 11 I I V r I I x WEST LANDSCAPE BUFFER J U) U W N 12 o STA: ??? ??a�? , I 0 RIM 12 '�4 INV . 12.74 J o INS` 0 U) N \ 1 � 0 r ` U_ n N E " j t'- 40 01) o Li- r 7li K STA: 1 M l�lQ�� a) D ct� INV IINy 1, INV SIN: 5� 5 �' ci INV OF: 122.52 I � i 0 �) n P Q 3 U o s E 3 I X) � v a u � u> CITY OF ZEPHYRHILLS LANDSCAPE LEGEND Y a � U �cr N a E N U J� �M v) c, 0 U N Y) 7 N N ;V V) L• D N C N o , E z Q ; r1 L ,) U Q ui •n o � Z m a Q) , r a> �N n N Ui � N L n n N v) «� a u; U AE Net Lot Area: VEHICLE USE AREA A. Square feet of open space, as indicated on site plan: Net impervious area = 29,488 x 10% SITE TREES Required Site Trees: 2,949 200 Foundation planting 166 - 20 (1 Understory Tree per 20 LF) 300 LF -134 LF less Drive-thru and Entry Doors BUFFER REQUIREMENTS B. 30% palm trees allowed (three palms = one tree) _ C. ROW Buffer Requirements: Type D Buffer( 15' Width, Understory Trees 20' O.C.) 155 LF/20: North Buffer Requirements: Type Buffer ( 5' Width, Shade Trees 50' O.C.) 277 LF/50: South Buffer Requirements: Type Buffer ( 5' Width, Shade Trees 50' O.C.) 277 LF/50: West Buffer Requirements: Type Buffer ( 5' Width, Shade Trees 50' O.C.) 140 LF/50: 0.98 Acres or 42,875 SF REQUIRED 2,949 SF 15 Trees 9 Trees max 10 "trees" 8 trees 6 trees 6 trees 3 trees ST1 �19 S STA: ??? ??% RIM: 119.55 INV IN: 117.91 TREE PROTECTION FENCE REFER TO CIVIL DWGS. 17A: .,,,, ???, ????7? EX LANDSCAPE BUFFER TO REMAIN s �I STA: ??? ?????? RIM: 128.02 IN IN: 122.58 INV OUT: 123185 ✓5' LANDSL'4PE BUFFET? P.9 90 PC 96 ' P. 9. -9 PC" 139 147 sf CE CE cN cA 1 AG B. 115 sf ( RELOCATE (3) PALM THRt.�== TREES AS NEEDED & �- �TH REINSTALL ONCE RETAINING WALL IS _._. • ° ��•`' INSTALLED. NAIZ /N ASPNf1Li M t7► ELEV. -128 l4 I MONUMENT SIGN c iv1✓ I in 05 w i STA: �!L UIMJT'f• ,{�'l o f�V 1-263.49 411 N S 1 NI :Ze V 1914 C 7,245 SF 15 trees 11 trees 4 "trees" 11 existing trees 6 trees 6 trees 3 trees PLANTING NOTES: 1. CONTRACTOR SHALL REFER TO THE LANDSCAPE PLANTING DETAILS, PLANT LIST, GENERAL NOTES AND ALL CONTRACT DOCUMENTS FOR FURTHER AND COMPLETE INSTRUCTIONS. 2. PLANT LIST QUANTITIES ARE PROVIDED FOR CONVENIENCE. IN THE EVENT OF QUANTITY DISCREPANCIES THE DRAWING SHALL TAKE PRECEDENCE. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BIDDING. 3. PLANT SIZES LISTED ARE THE MINIMUM SIZE THAT WILL BE ACCEPTED FOR THAT PLANT. 4. ANY SUBSTITUTION IN SIZE AND/OR PLANT MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT IN WRITING. ALL PLANTS WILL BE SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT AND/OR OWNERS REPRESENTATIVE BEFORE PLANTING CAN BEGIN. 5. CONTRACTOR SHALL FIELD ADJUST LOCATION OF PLANT MATERIAL AS NECESSARY TO AVOID DAMAGE TO EXISTING UNDERGROUND UTILITIES AND/OR INTERFERE WITH EXISTING ABOVE GROUND ELEMENTS. ALL CHANGES REQUIRED SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. 6. THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING OF SOILS, AMENDMENTS, ETC. ASSOCIATED WITH THE WORK AND INCLUDED IN THE SPECIFICATIONS. 7. CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH THE LIMITS OF WORK AND EXISTING CONDITIONS AND VERIFY ALL INFORMATION. IF DISCREPANCIES EXIST, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING WITHIN SEVEN CALENDAR DAYS OF NOTICE TO PROCEED. 8. ALL NEW AND TRANSPLANTED PLANT MATERIAL SHALL BE IRRIGATED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. IRRIGATION DESIGN TO BE SUBMITTED AT THE TIME OF CONSTRUCTION PLANS. 9. A PRE -CONSTRUCTION MEETING WITH THE DANIA BEACH CITY LANDSCAPE INSPECTOR IS REQUIRED PRIOR TO LANDSCAPING ACTIVITIES INCLUDING REMOVAL OF TREES AND/OR INSTALLATION OF PLANT MATERIAL. CALL 954-924-6805 A MINIMUM OF 5 DAYS PRIOR TO DESIRED START DATE TO SCHEDULE PRE -CONSTRUCTION MEETING. 10. LANDSCAPE CONTRACTOR SHALL NOTIFY SUNSHINE ONE CALL OF FLORIDA, INC. AT 1-800-432-4770 A MINIMUN OF TWO FULL BUSINESS DAYS PRIOR TO DIGGING. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO UTILITIES FROM PLANT INSTALLATION. 11. ALL PLANTING MUST FOLLOW PLANTING SPECIFICATIONS AND DETAILS SHOWN ON THE PLAN. 12. SUBSTITUTIONS OF PLANT SPECIES OR SPECIFICATIONS MUST BE APPROVED IN WRITING BY DANIA BEACH CITY ARBORIST PRIOR RO USE. 13. ALL PLANT MATERIAL PLANTED PER THIS LANDSCAPE PLAN SHALL BE FLORIDA GRADE #1 OR BETTER, AS SPECIFIED IN THE CURRENT EDITION OF THE FLORIDA DEPARTMENT OF AGRICULTURE'S GRADE AND STANDARDS FOR NURSERY PLANTS. DAMAGED PLANT MATERIAL SHALL BE REJECTED AND REPLACED PRIOR TO INSTALLATION. 14. ALL SIZES SHOWN FOR PLANT MATERIAL ARE TO BE CONSIDERED MINIMUMS. 15. ALL NEW PLANT MATERIAL SHALL BE WARRANTED FOR A MINIMUM PERIOD OF ONE YEAR. THE WARRANTEE PERIOD SHALL BEGIN AFTER ACCEPTANCE OF THE PLANTS BY THE CITY LANDSCAPE INSPECTOR. 16. ALL PLANT MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF DANIA BEACH ARTICLE 275-190(1) AND DDG SECTION 8 (8)1 FOR MINIMAL MATERIAL SIZES, COVERAGE, AND QUALITY. 17. PLANT BEADS TO BE TREATED WITH PRE -EMERGENCY HERBICIDE PRIOR TO PLANTING. 18. ALL TREE AND PALM STAKING AND SUPPORT SHALL BE REMOVED ONE YEAR AFTER INSTALLATION. 19. NO FERTILIZER SHALL BE APPLIED TO NEWLY PLANTED TREES AND PALMS. 20. ALL LANDSCAPE MATERIAL SHALL BE THOROUGHLY WATERED AT THE TIME OF PLANTING, NO DRY PLANTING PERMITTED. 21. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY WATER PROVISIONS UNTIL SUCH TIME AS THE IRRIGATION SYSTEM IS OPERATIONAL. 22. ALL WIRE GUYS AND/OR FABRIC SHALL BE FLAGGED WITH FLORESCENT COLORED TAPE. 23. MULCHING: A. ALL LANDSCAPE AREAS NOT COVERED BY SOD SHALL BE COVERED BY A MINIMUM 3-INCH LAYER OF MULCH. B. A MULCH RING WITH A MINIMUM RADIUS OF 24 INCHES (48 INCH DIAMETER), IS REQUIRED AROUND NEWLY INSTALLED TREES AND PALMS. C. CYPRESS MULCH SHALL NOT BE USED. D. NO MULCH SHALL BE PLACED TOUCHING OR WITHIN SIX INCHES OF THE TRUNK OF A TREE OR PALM. PLANT SCHEDULE TREES CODE QTY COMMON NAME • CE 29 BUTTONWOOD • IC 4 DAHOON HOLLY • QV 1 STRAIGHT, SINGLE LEADER, FULL LIVE OAK 3" CAL. MIN., STRAIGHT, SINGLE TRUNK, FULL EXISTING TREES CODE QTY COMMON NAME • EX2 3 EXISTING TO REMAIN • EX 10 REFER TO APPROVED MASTER PLAN L-1.0 EXISTING TO REMAIN REFER TO APPROVED MASTER PLAN L-1.0 PALM TREES CODE CITY COMMON NAME �(w % SP 6 CABBAGE PALM 4� STRAIGHT, WITH BOOTS, HURRICANE CUT, STAGGER HTS. 3' IN CLUSTERS UNDERSTORY TREES CODE QTY COMMON NAME • LE 6 TUSKEGEE CRAPE MYRTLE MULTI -TRUNK, NO LESS THAN ONE INCH CALIPER SIZE PER TRUNK SHRUBS CODE QTY COMMON NAME a CR 370 RED TIP COCOPLUM CN 50 CLUSIA NANA MAINTAINED AT 24" HT. PO 17 PODOCARPUS MAINTAINED AT 48" HT., FULL TO BASE SHRUB AREAS CODE QTY COMMON NAME FIG 1,021 GREEN ISLAND FICUS FULL TO GROUND TF 282 DWARF FAKAHATCHEE GRASS BOTANICAL NAME CONT CAL HT CONOCARPUS ERECTUS F.G. 3" CAL MIN 10' HT ILEX CASSINE F.G. 3" CAL MIN 10' HT QUERCUS VIRGINIANA F.G. 3" CAL MIN 10' HT BOTANICAL NAME EXISTING PALM EXISTING TREE BOTANICAL NAME SABAL PALMETTO BOTANICAL NAME LAGERSTROEMIA INDICA'TUSKEGEE' BOTANICAL NAME CHRYSOBALANUS ICACO 'RED TIP' CLUSIA ROSEA'NANA' PODOCARPUS MACROPHYLLUS BOTANICAL NAME FICUS MICROCARPA'GREEN ISLAND' TRIPSACUM FLORIDANA GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME AG 1,059 SF PERENNIAL PEANUT ARACHIS GLABRATA ' MAINTAINED AT EDGE OF PLANTING BED AT ,i CONT CAL CONT CAL F.G. HT HT 10' CLEAR TRUNK CONT CAL HT F.G. TRIPLE TRUNK 6' HT MIN CONT SPACING CONT. 30" OC CONT. 18" OC CONT. 24" OC CONT SPACING CONT. 18" O.C. CONT. 24" O.C. CONT O.C. SOD SIZE 36" X 36" 24" X 24" 48" HT X 24" W SIZE 18" HT., 18" SPR 24" HT SIZE SOD w 2 O W m Z CO Z M Q w �a D H 0 W 3: � z o O z a W O 0 o Q > o z w Z U) W W m rr } W m g o 0 Z Q W W a w Z za to20 VZ C 00 U w W 0 WJ m W Z V as = VO � 0 0 HLL CL MAX 4 HT. SOD/SEED CODE QTY COMMON NAME BOTANICAL NAME CONT O.C.. SIZE SOD 2,981 SF FLORATAM ST. AUGUSTINE SOD STENOTAPHRUM SECUNDATUM 'FLORATAM' SOD SOD CALL 48 HOURS BEFORE YOU DIG GRAPHIC SCALE IN FEET ITS THE LAW! Know whaYsbelow. NORTH 0 10 20 40 DIAL 811 Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. Cn z 0 W 0:� oI z o rn N c� Z J C), O O Lj U z Q Q OW m o V) O O Ln a>`tw z rn Z O N O n OZ z ] >-U)Zo \V = O = J W ? W W Y � J EN Y o ON � "t C4 ry .Z z�O N w 100 j v J �Q O;Pz i2,> C Qt;Q,v\ Z % ^ S� N //////I I IM0 Z 0 7) 0 N O Y Y m � Ln O O 00 W } ~ I � m d o Q o m Q N Lio _ I J 0 _:�: U Y O v w < _ V) 0 0 U Q 0 U0 O J LL r n r J W cN=oD N�W- O=WQ_j J J C)(L Z = (� W O� N oa W UN L1 O U SHEET NUMBER L-1 00 U V7 y U U U to U) Q a c 0 ( 0 I _v E Y 0 Z) 0 0 m c a, 0 u 0 (n (n < c 0 E 0 u L Y 0 C) 0 0 n 0 U 3 U Ui r' 1- U I,I N o w � a a, G '. .1 � Q rn ( i u) F a� <1) u r 0 U7 U U (1 i, r1 c 0 ac c� w u) 0 (- Q) v t> N � v C r, N 6 p� w o 0 (u I � r) F n UU U v) C n U U ' u I s r� N � 0 liJ U I 0 M o nr > n y. U c) N u, c�� o 0 rj 0 0 (N d C CO 0 V) a) N C") ' U (U � U w z C U) Q) < 7 H w� IL < n U U) S (L _js N a) a U) m C. L n c w rN U, cn c� v 0 U. s� I U� U U c n L v m v o:c �' N )X KooTxarr vlameLer ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. Tree Planting SECTION ROOTBALL 1. TRUNK 2.3" MINIMUM OF MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES COVER ROOTBALL SIDES AND EXTEND 18' BEYOND ON ALL SIDES, NO MULCH SHALL BE PLACED OVER TRUNK. 3. SHALLOW/ WIDE PLANT HOLE; TOP SHALL BE 3X THE SIZE OF ROOTBALL. 4. FINISHED GRADE - LANDSCAPE SOIL 5. FIND TOP -MOST ROOT ON ROOTBALL; POSITION ROOTBALL SO THIS TOP ROOT IS 1-7 ABOVE LANDSCAPE SOIL (APPROX.10% OF ROOTBALL SHALL BE ABOVE LANDSCAPE SOIL) 6. B & B OR CONTAINER (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 7. REMOVE ALL SYNTHETIC MATERIALS FROM ROOTBALL. 8. ROOTBALLS SHALL BE PLACED ON UNDISTURBED SOIL TO PREVENT SETTLING. NOTES: A CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. C. SEE PRE -APPROVED STAKING METHODS, THIS SHEET NTS '.; +.. , ..:.x' 1. FINISH GRADE 2. HORIZONTAL 2X2 SCREWED TO 2X2 STAKE, ALL WOOD SHALL BE #2 UNTREATED. PLAN 3.3•1/2"DRYWALL SCREW, THREAD 3X ROO A SIZE 12, SHARP POINT, FULL THREAD, BLACK PHOSPHATE 2 ( FINISH 4. VERTICAL STAKES SHALL ABUT SIDE OF ROOTBALL 5. STAKES TO EXTEND INTO NATIVE SOIL BY 1-1/2 X THE ROOTBALL DEPTH MIN. ... NOTE: Z - II I I=- 7-i _. .= IF SPATIAL REQUIREMENTS PRECLUDE _ I- I I jam•. - a �. 4 i-I 1- l I ; STAKING WITH THIS METHOD, SUBMIT ^ V ALTERNATE FOR LANDSCAPE - nl ARCHITECTS APPROVAL PRIOR TO 5 2 INSTALLING PLANT. 14 SECTION ' Refer to details B and D for planting Staking - up to 65 gal. or B&B to 3-1/2" Cal. C J PLANISECTION NTS // 1! CAR DOOR 1 �� --- -- -- TO CENTER OF /NEAREST SHRUEI _-.._...../.......... _/......... .._. 21-011 Soeo®Ab _.................._.._._----------------- MIN. CLEA PARKING ISLAND, SIDE DETAIL PARKING ISLAND, NOSE -IN DETAIL 2) 1. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24' OF A PARKING SPACE ON ANY SIDE 2. CURB OR PARKING LOT EDGE, BY OTHERS Parking Space/Curb Planting r SECTION NTS NOTES: A. WASHINGTOMA PALMS & SIMILAR W/ BOOTS INTACT. ^1 B. SEE PLANS AND SPECS. FOR OA PALMS W/ BOOTS TO REMAIN ON TRUNK. OA=OVERALLPALM HEIGHT (MEASURED CT TO TOP OF BUD) �W CT -CLEAR TRUNK (MEASURED TO BOTTOM OF LEAF SHEATHS) GW=GRAY WOOD (MEASURED TO TOP OF ` HARDENED TRUNK) Palm Planting and Staking 1. MINIMUM OF NINE (9) GOOD PALM FRONDS; PRUNE AND TIE FRONDS WITH HEMP TWINE, SABAL PALMS TO BE SELECTIVELY 'HURRICANE CUT", LEAVING ONLY NEWLY - EMERGING GROWTH. 2.5 LAYERS OF BURLAP TO PROTECT TRUNK. 3. FIVE (5)18'L, 2X4 WOOD BATTENS. UNTREATED, #2 4. SECURE BATTENS WITH TWO (2) 314" CARBON STEEL BANDS TO HOLD BATTENS IN PLACE. NO NAILS SHALL BE DRIVEN INTO PALM. HEIGHT OF BATTENS SHALL BE LOCATED PROPORTIONATELY 2 TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. 0 5. THREE (3) St 2X4 SUPPORTS. NAIL (DRILL AND NAIL IF NECESSARY) TO BATTENS AND 2" X 4' STAKES. PALMS SHALL BE PLUMB VERTICALLY UNLESS OTHERWISE D NOTED. D ^ 6. PROVIDE FLAGGING AT MIDPOINT AND BASE DOF6 SUPPORTS. 7. TOP -MOST ROOT SHALL BE VISIBLE AT THE SURFACE OF THE ROOTBALL, SLIGHTLY ABOVE SURROUNDING GRADE. r D8, 3" SPECIFIED MULCH 9. FINISH GRADE 9 10.24"L (MIN.) 2X4 P.T. WOOD STAKES, NAIL TO SUPPORT POLES 11. PREPARED PLANTING SOIL AS SPECIFIED U 12. ALTERNATE PALM ANCHORING SYSTEMS MAY BE SUBSTITUTED UPON APPROVAL BY OWNER OR OWNER'S REPRESENTATIVE 11 PRE -APPROVED SYSTEMS: 'BROOKS TREE BRACE SYSTEM 'ARBOR TIE TREE BRACING SECTION NTS SOD NOTES: 1. TYPICAL SOLID SOD LAID LEVEL WITH TIGHT JOINTS SET ADJACENT TO EDGE OF PAVEMENT SUCH THAT THE TOP OF SOD WHEN FRESHLY MOWED IS FLUSH WITH TOP OF PAVEMENT IN ORDER NOT TO IMPEDE THE FLOW OF RUNOFF INTO LANDSCAPE AREAS AND TO APPEAR NEAT AND WELL MAINTAINED. 2. ALL SOD LAID ADJACENT TO THE SHRUB OR GROUNDCOVER PLANTING AREAS SHALL HAVE WELL DEFINED BEDLINES, AND SHALL BE INSTALLED A DISTANCE BACK FROM THE FACE EDGE OF PLANT MATERIALS TO ALLOW FOR GROWTH OF THE PLANTS. THE TOP OF THE SOD AND THE FINISHED GRADE OF THE 3" MULCH COVER SHALL BE FLUSH AND LEVEL. 3. SOD SET ON PREPARED GRADE WHICH IS LEVEL OR GRADED TO MEET THE REQUIREMENTS OF THE ENGINEERED SITE DRAINAGE PLANS. TOP SOIL NOTES: 1. PLANTING SOIL SHALL CONSIST OF 70% CLEAN, SHARP, SILICA SAND AND 30% EVERGLADES MUCK, MIXED WITH THE NATIVE, EXCAVATED SOIL IN A 1:1 RATIO (50/50). 2. TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AND A PH BETWEEN 5.5 AND 6.5 - SUBMIT SAMPLE AND PH TESTING RESULTS FOR APPROVAL, 3. CONTRACTOR TO SUBMIT SAMPLES OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. TYPICAL GRASSED AREAS MIN 4" TOPSOIL MIXTURE PAVING SLOPE TO DRAIN INTO LANDSCAPE AREAS. REFER TO CIVIL DRAWINGS FOR GRADING DETAILS CONC. SLAB OR WALK __-.-P"j TYPICAL SLAB, SIDEWALK OR EDGE OF I II Ii� II PAVEMENT SOD SECTION NOTES ' CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB. Plantings Adjacent to Buildings SECTION NITS NTS BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING MAINTAIN 12" DEAD ZONE AT BED EDGE (TYP) BED EDGE 'X' ' ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. �1 Shrub / Groundcover Planting L V PLAN/SECTION d Zola �� Poor Drainage Condition PLANISECTION NOTES: 1. FIND POINT WHERE TOPMOST ROOT EMERGES FROM TRUNK WITHIN 2" OF SURFACE. CLEAR EXCESS SOIL IF NECESSARY. 2. TOP 10% OF SHRUB AND GROUNDCOVER ROOTBALLS TO BE PLANTED ABOVE THE LANDSCAPE GRADE. DO NOT COVER EXPOSED 10% ON SIDES WITH SOIL 3. PRUNE ALL LIKE SHRUBS WITHIN A PLANTED MASS TO ACHIEVE A UNIFORM MASSMEIGHT. 4.3' MINIMUM MULCH AS SPECIFIED - DO NOT COVER ENTIRE SHRUB ROOTBALL OR CREATE WATER RINGS' ONLY COVER SIDES OF ROOTBALL WITH MULCH 5. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 6. FINISHED GRADE (SEE GRADING PLAN). 7. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 8. SCARIFY ROOTBALL SIDES AND BOTTOM. NTS 1. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 3. FILTER CLOTH, MIRAFI 50OX OR BETTER 4.12" CLEAN SAND, COMPACTED, ADJUST LAYER THICKNESS SO TOP OF ROOTBALL IS AT LEAST V ABOVE FINISHED GRADE. 5. SLOPE BOTTOM TO DRAIN 6. t1810 AUGURED HOLE PENETRATE THROUGH OCCLUDING LAYER TO WATER TABLE OR TO A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. 7. BACKFILL WITH 1/2" - 3/4' GRAVEL 8. WATER TABLE. (DEPTH VARIES) NOTE: FOR A PARKING ISLAND PLANTING SITUATION, CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING AREA TO WITHIN 6" OF BACK OF CURB OR EDGE OF PAVEMENT. REFER TO NOTE 0.3 OF WRITTEN SPECIFICATIONS FOR ADDITIONAL INFORMATION. NTS PLANTER ISLAND NOTES 1. CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS). 2. CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS. SEE DETAIL'/' FOR PLANTER MEDIANS ADJACENT TO PARKING SPACES. 3. 1" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH. • EXCAVATE CONTINUOUS 36" DEEP (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX. • PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP). • ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR OR LESS. Planted Parking Lot Islands 1 Medians SECTION NTS ` ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. 1 Planting on a Slope SECTION 1. TREES, PALMS, AND LARGE SHRUBS (15 GAL OR GREATER) SHALL BE PLANTED IN SIMILAR MANNER 2.3' MINIMUM OF MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES COVER ROOTBALL SIDES AND EXTEND 18" BEYOND ON ALL SIDES, NO MULCH SHALL BE PLACED OVER TRUNK. 3. SHALLOW/ WIDE PLANT HOLE; TOP SHALL BE 3X THE SIZE OF ROOTBALL 4. FINISHED GRADE - LANDSCAPE SOIL 5. FIND TOP -MOST ROOT ON ROOTBALL; POSITION ROOTBALL SO THIS TOP ROOT IS 1-7 ABOVE LANDSCAPE SOIL (APPROX.10% OF ROOTBALL SHALL BE ABOVE LANDSCAPE SOIL) 6. BERM SOIL SO THAT TOP OF BERM IS JUST BELOW THE TOP 10% OF THE TOP OF THE ROOTBALL. SLOPE DOWNHILL PORTION OF BERM AS REQUIRED TO MEET EXISTING GRADE. 7. B & B OR CONTAINER REMOVE ALL SYNTHETIC MATERIALS FROM ROOTBALL. (SEE SPECIFICATIONS FOR OTHER ROOT BALL REQUIREMENTS) 8. ROOTBALLS SHALL BE PLACED ON UNDISTURBED SOIL TO PREVENT SETTLING. NOTES: A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. C. SEE PRE -APPROVED STAKING METHODS, THIS SHEET 6'H "PERIMETER PLUS" CONSTRUCTION FENCE BY CONNED PLASTICS Q OR OWNER'S REPRESENTATIVE APPROVED EQUAL. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO INSTALLATION. 0 8' TALL METAL "T" POSTS OR 2" x 2" X 8' PRESSURE TREATED WOOD POSTS WITH 24" BURIAL BELOW GRADE. INSTALLATION NOTES: A. POST SELECTION SHOULD BE BASED ON EXPECTED STRENGTH NEEDS AND THE LENGTH OF TIME FENCE WILL BE IN PLACE. 6, FLEXIBLE FIBERGLASS ROD POSTS ARE rIIN. RECOMMENDED FOR PARKS, ATHLETIC EVENTS AND CROWD CONTROL INSTALLATIONS. METAL "T" POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRUCTION AND OTHER APPLICATIONS. ELEVATION B. POSTS SHOULD BE DRIVEN INTO THE DRIPLINE GROUND TO A DEPTH OF 1/4 OF THE HEIGHT (TYP,) OF THE POST. FOR EXAMPLE, A 8' POST SHOULD BE SET AT LEAST T INTO THE X GROUND. C. SPACE POSTS EVERY 6 (MIN.) TO 8' (MAX.). D. SECURE FENCING TO POST WITH NYLON 6'-8' CABLE TIES (AVAILABLE FROM CONNED O C PLASTICS). WOOD STRIPS MAY BE ALSO BE PLAN VIEW USED TO PROVIDE ADDITIONAL SUPPORT AND PROTECTION BETWEEN TIES AND POSTS. NOTE: IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME. CORNER CONNECTION CONNECTION 1 Tree/Shrub Protector Barrier Detail NTS NTS ROOT BARRIER BY: Century Root Barrier (714)632-7083 (or) DeepRoot (800)458-7668 SIZE: 36" D, OR AS NOTED ON PLAN MATERIAL: POLYETHYLENE WITH ULTRAVIOLET INHIBITORS THICKNESS:.085IN. (min.) 3.4" GRAVEL : •J�� u-a=n=n=n •. INNER 90' DEFLECTING RIBS LINEAR APPLICATION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CENTURY ROOT BARRIER OR APPROVED EQUAL. 4. ROOT BARRIER TO BE INSTALLED FOR ALL TREES WITHIN 5 FEET OF A SIDEWALK OR UTILITY. I Root Barrier Barrier Detail NTS 1, FIRE HYDRANT 2, NO TREES SHALL BE PLACED WITHIN SHOWN RADIUS OF ALL PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE. 3. PROVIDE A MULCH, 3" DEPTH MIN., SURROUNDING AREA INDICATED. Fire Hydrant Clear Zone PLAN NTS w S H O w m z z w 0 � Q HQ W Z 0 w U) LLI z Q O Z Q a w z O co O z > o Z w Q Z G m w- } w m 0 Cn W 0 (n f- z Z Q w w Q Lu a: WO CO 1 0z a Qo S2 0 H-j W w m C} co Q. _ 00 w o w cn�zFL a> W r- (n Z O (n > W O Z o rn N Z � � Z J - L cD OLLJ O z Q Q W 0 m o F- C/71 o o cn > `r w Q W I � Z � r `t - N O I � N Zry O 1--z (n z LLJ O= J W �- W L)_I Y J M F N Y ON C",� d- \��\\1111111//�� \\\ \N��0� eh Cell -0;� Ln co r- o u. p;v= O QIw IIWO *tiFW- Q- >>,t) .aQ O:_ i J 1 V Z 0 0 ? U Ln N O Y Y m � � Ld O U) of °C I v) m in o LD In ¢ o m rl-N W o _ I v Y O _j 0 3 Q [5 Q W V) o o v V J Uj w U z Q U� 0 U) _I J Q N=off N�W- C C)< J J C)a Z W 0n N p LLJ UN L.� 2 o f- U SHEET NUMBER L-150 a) O U) Ut c 0 C Q) E Y_ 2 0 i a� U co Ui a, -a Ui (, z z o C �) 1 W � L V) Y O o z w ri Q U M U Q U 4 c- 0 u, N f u) ` s >_ c `. o U v F o r) a� v i 0 cv a, N C I � 0) 0 cl cl� n E Lr) T) n L 0 0 c 0 a) n U U Ea) rY 1 a) 00 U n ry a) r. o : Ui i Li o - U f_Y 0 a, E U o c d o cu a N U N o c-� Q C) I U� o z G ( cn 0 �) t - s ( ) <) Li m a w u) o % a, cn f w � �] N � L C� <,.. U) 0 o C/). c z F o o ( U U J 0) a) a cn �, U _ Ff) rr a) >_ v _ a- L W U N a a) a) (n U L U U tll � L s cn .- a) 0 0 c i E u� C) s - F- GENERAL LANDSCAPE SPECIFICATIONS AND NOTES A. SCOPE OF WORK 1. THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS HEREIN SPECIFIED. 2. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER. B. PROTECTION OF EXISTING STRUCTURES ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. C. PROTECTION OF EXISTING PLANT MATERIALS OUTSIDE LIMIT OF WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC. THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP -LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP -LINE. NO MATERIALS SHALL BE BURNED WHERE HEAT WILL DAMAGE ANY PLANT. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/ OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF ONE HUNDRED DOLLARS ($100) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. D. MATERIALS 1.GENERAL MATERIALS LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL. UPON SUBMITTALS' APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SUBMITTAL MULCH PRODUCT DATA TOPSOIL MIX AMENDMENT MIXI PRODUCT DATA/ TEST RESULTS PLANTS PHOTOGRAPHS OF ONE (1) OF EACH SPECIES (OR TAGGED IN NURSERY) INDICATE SIZES (HEIGHTMIDTH) AND QUALITY PER SPEC. CLIENT -REQUESTED TAGGING MAY SUBSTITUTE PHOTOS. FERTILIZER PRODUCT DATA INNOCULANT PRODUCT DATA HERBICIDE PRODUCT DATA 2. PLANT MATERIALS A. PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED PLANT NAMES,1942 EDITION. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTS SHALL BE FLORIDA GRADE NO. 10R BETTER AS DETERMINED BY THE FLORIDA DIVISION S 0N OF PLANT INDUSTRY. ALL PLANTS SHALL BE HEALTHY, VIGOROUS, SOUND, WELL -BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. OMITTED FROM THE PLANT ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY REQUIREMENTS ARE 0 LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE OWNER'S REPRESENTATIVE B. MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. C. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY; SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. E. SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, MIX) 1. SOIL MIXTURE SHALL CONSIST OF 70% COARSE SAND, 30% FLORIDA PEAT AS DESCRIBED BELOW, 2. SOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING SHALL BE FERTILE, FRIABLE, AND REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEED AND OTHER LITTER, FREE OF ROOTS, STUMPS, STONE LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL HAVE A PH BETWEEN 5.5 AND 7.0 - SUBMIT SAMPLE AND PH TESTING RESULTS FOR APPROVAL. 3. SAND SHALL BE COARSE, CLEAN, WELL -DRAINING, NATIVE ORTONA MINED SAND. CONTRACTOR SHALL SUBMIT RESULTS OF SOIL TEST FOR PEAT AND SAND PROPOSED FOR USE UNDER THIS CONTRACT FOR APPROVAL. 4. CONTRACTOR SHALL SUBMIT SAMPLES OF SOIL MIXTURE FOR LANDSCAPE ARCHITECT REVIEW UNDER FORMAL SUBMITTAL AND SUBSEQUENTLY TO OWNER'S REPRESENTATIVE THEREAFTER FOR APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. 5. FLORIDA MUCK / FLORIDA MUCKY PEAT MAY BE PROVIDED AS A SUBSTITUTE FOR THE 30% FLORIDA PEAT, CONTINGENT UPON PRELIMINARY TEST RESULTS AND AS DETERMINED BY THE LANDSCAPE ARCHITECT DURING THE SUBMITTAL PROCESS. ANY CHANGES IN THE PERCENTAGES OR PARENT MATERIALS REQUIRED TO PROVIDE THE SPECIFIED MIXTURE AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 6. CONTRACTOR SHALL PROVIDE PH TEST RESULTS FOR ALL MIX COMPONENTS AND FINAL MIX. 7. CONTRACTOR SHALL PROVIDE PENETROMETER ON -SITE AT ALL TIMES FOR COMPACTION INSPECTION AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. 8. PENETROMETER CRITERIA I SPECIFICATIONS SHALL RANGE FROM APPROX. 75 PSI TO LESS THAN 300 PSI OR AS DETERMINED BY THE LANDSCAPE ARCHITECT. 9. FINAL MIX SHALL BE TESTED TO HAVE A SATURATED WEIGHT OF NO MORE THAN 85 POUNDS PER CUBIC FOOT WHEN COMPACTED TO 85% STANDARD PROCTOR. FERTILIZER PRODUCT DATA AND RATE SCHEDULE SHALL BE SUBMITTED CONCURRENTLY WITH THE SOIL SUBMITTAL FOR EVALUATION BY THE LANDSCAPE ARCHITECT. 10. SOIL SHALL BE SUPPLIED BY ATLAS PEAT & SOIL INC. 9621 STATE ROAD, BOYNTON BEACH, FLORIDA 33472 PHONE: 561-734-7300. F. WATER WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN AN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC.. IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. *WATERINGIIRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY S JURISDICTIONAL AUTHORITY. G. FERTILIZER CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION 3. SUBGRADE EXCAVATION: CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK 6. LAWN MAINTENANCE: TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY -DERIVED, SUB -BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36". CONTRACTOR IS RESPONSIBLE TO BACKFILL A. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON -SITE SOURCE OR AN IMPORTED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE -SODDING OF ALL ERODED, SUNKEN SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE OR BARE SPOTS (LARGER THAN 12712") UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S *FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. CONTRACTOR, AND ADEQUATE PERCOLATION CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE PLANTING DETAIL THAT REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING ADDRESSES POOR DRAINAGE. REGRADING IF NECESSARY). H. ROCK MULCH ROCK MULCH MATERIAL SHALL BE TWO (2) TO THREE (3) INCHES DIAMETER CHATTAHOOCHEE ROCK (OR APPROVED EQUAL) AT A MINIMUM DEPTH OF THREE (3) INCHES IN ALL LANDSCAPE SHRUB AND GROUNDCOVER AREAS. THE ROCK MULCH SHALL CONFINE 4. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS HEREIN SPECIFIED AND REQUIRED. TO THE LANDSCAPE BED LINES ESTABLISHED BY ADJACENT SOD AREAS, HARDSCAPE AREAS, AND CURBS. CLEAR MULCH FROM INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. EACH PLANTS CROWN (BASE). I. DIGGING AND HANDLING 1. PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. 2. BALLED AND BURLAPPED PLANTS (B&B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS BALLED AND BURLAPPED OR CONTAINER GROWN SHALL NOT BE HANDLED BY STEMS. 3. PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS, COMPLYING WITH FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS, CURRENT EDITION. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT DURING TRANSPORTATION AND PRIOR TO PLANTING. 4. PROTECTION OF PALMS (IF APPLICABLE): ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER PALM PLANTING DETAIL. 5. EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB- BASES. J. CONTAINER GROWN STOCK 1. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL -ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION, FLORIDA #1 OR BETTER, 2. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER, CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3. PLANT ROOTS BOUND IN CONTAINERS ARE NOT ACCEPTABLE. 4. SUBSTITUTION OF NON -CONTAINER GROWN MATERIAL FOR MATERIAL EXPLICITLY SPECIFIED TO BE CONTAINER GROWN WILL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL IS OBTAINED FROM THE OWNER OR OWNER'S REPRESENTATIVE. K. COLLECTED STOCK WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED BY THE OWNER OR OWNER'S REPRESENTATIVE, THE MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY. L. NATIVE STOCK PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY RE-ESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW. M. MATERIALS LIST QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO BIDDING OR INSTALLATION. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE N. FINE GRADING 1. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. THIS CONTRACTOR SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE. 3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES. 0. PLANTING PROCEDURES 1. CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL NATIONAL ONE CALL - 811- TO LOCATE UTILITIES. 5. GENERAL: COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ON -SITE SHALL NOT REMAIN UNPLANTED FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES, METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED. 6. THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. 7. ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD FOR NURSERY STOCK 260.1, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACKFILLED WITH THE PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER PERCOLATION. IF POOR PERCOLATION EXISTS, UTILIZE "POOR DRAINAGE CONDITION" PLANTING DETAIL. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE ROOTS. "JET STICK" OR EQUAL IS RECOMMENDED. 8. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 9. SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION E OF THESE SPECIFICATIONS. 10. TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACKFILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 11. AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT PITS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO INOCULATION. 12. FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET. R L WITH MULCH. ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE, ONLY WI U CH. ALL BURLAP ROPE WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH, 13. PRUNING: TREES SHALL BE PRUNED, AT THE DIRECTION OF THE OWNER OR OWNER'S REPRESENTATIVE, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY LICENSED ARBORIST, IN ACCORDANCE WITH ANSI A-300. 14. SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6, REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" TO ACHEIVE SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 15. TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY. 16. MULCHING: PROVIDE A THREE INCH (MINIMUM) LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE PIT PLANTED UNDER THIS CONTRACT. 17. HERBICIDE WEED CONTROL: ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND -UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE -EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY JURISDICTIONAL AUTHORITY) P. LAWN SODDING 1. THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. 2. LAWN BED PREPARATION: ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE -HUNDRED (100) POUNDS PER FOOT OF WIDTH, DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. 3. SOIL PREPARATION: PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 4. SODDING A. THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. B. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. C. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 INCH STONE MULCH STRIP SHALL BE PROVIDED - REFER TO DETAILS. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP -DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 5. DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. B. CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. Q. CLEANUP UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOM -CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. R. PLANT MATERIAL MAINTENANCE ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE -STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S REPRESENTATIVE. MAINTENANCE AFTER THE CERTIFICATION OF ACCEPTABILITY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS IN THIS SECTION. CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE TO COVER LANDSCAPE AND IRRIGATION MAINTENANCE FOR A PERIOD OF 90 CALENDAR DAYS COMMENCING AFTER ACCEPTANCE. S. MAINTENANCE (ALTERNATE BID ITEM) CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE FOR MAINTENANCE FOLLOWING THE INITIAL 90-DAY MAINTENANCE PERIOD ON A COST -PER -MONTH BASIS. T. FINAL INSPECTION AND ACCEPTANCE OF WORK FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. U. WARRANTY 1. THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S REPRESENTATIVE. 2. REPLACEMENT: ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED UNDER "PLANTING", AT NO ADDITIONAL COST TO THE OWNER. 3. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE (AND IRRIGATION) MAINTENANCE, THE CONTRACTOR IS ENCOURAGED TO VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER, AND SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. IT IS SUGGESTED SUCH SITE VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF ACCEPTANCE. w o w M Z z D v¢ w o � 7 a z 0 w m w z o O z a o O CO m 0 Q o $z, w z o m w >. w m 0 o co Lu o U (" o o z ¢ w w ¢w z za S2 W 0 m 20 J V U a °oo om ul w 0 J w m U z m w¢ °o m o iw w H =cnw� F-ma� w Q o rn N U m Z J w O w= z U z S QQ Li o m C:) � C/) O O Q > w w z rn Z O Z N O o t z ajrcznZo -J W O uj W Y J M ~ N Lo Y z O N N � i -Z ZLn O cn� w ww ti Q O,' -�c _j LL; I- _,; -_j p 0/0 111 re) 3: d a- > Ln N O v Y m Li -D= Ln wN Ui 000 r �N o� Q mo m m Q N w o _ I _j U 3 U Y Q U w X _ cn o o c) Q C) U0 O J J J j N=o ff N � w U. (� CDN� m J in J O n Z = W O� N pw N U O >- U SHEET NUMBER L-1 51 F I 4 I L??68 2276, 1RIM 128,26 7 iggiGATioN SCHEDULE -_. _8 i_,__-_ _-__. _..__DPE _ �_ .. __---- - _.. _-._._._ ___ lam, -- T _ _ -_-- - - _..__ SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY IF 0 ° ` LANIJSCAP£ EA.5£MF,`v7 `f t > HUNTER PROS-06-PRS30-CV-F STRIP SERIES \ ORE? 1(J?.'9 PC. 214 r >fi;N FAS"f tfFNT --- { 10 1 +6 It a TURF SPRAY, 30 PSI REGULATED 61N. POP-UP WITH FACTORY INSTALLED 35 J 1 f?h 9l1 f'G: 96 ! ---- -- ES LCS RCS CS SS DRAIN CHECK VALVE & FLOGUARD. CO -MOLDED WIPER SEAL WITH UV a iaov, r d►tf _...�_- _��\` - P?H. 92 Pl: 1.jfj RESISTANT MATERIAL. All' ? ✓5 Lr ; rc frA4I �9T£-R 64,51- "'NT ` ( w HUNTER PROS-06-PRS30-CV-F 8 SERIES ;yIp 11 &� jP?r�j �� 'I TURF SPRAY, 30 PSI REGULATED 61N. POP-UP WITH FACTORY INSTALLED 1 a � Y I ridW ,4P21 r 4h i �1° d� rr, r a I 0 T H F DRAIN CHECK VALVE & FLOGUARD. CO -MOLDED WIPER SEAL WITH UV m-,� I y 28 1 -� 11 2 24.5 1 RESISTANT MATERIAL. NV�i lY�TAs�MFNf, �, PEI.90 Pl 9f i I i +�� N /� ! ( 1 khI C� I I 3, 1 1 /4 1 HUNTER PROS-os-PRS30-CV-F ADJ SERIES «, I 4 �� I `� ®� ® 10 12 15 17 TURF SPRAY, 30 PSI REGULATED 61N. POP-UP WITH FACTORY INSTALLED 69 j I DRAIN CHECK VALVE & FLOGUARD. CO -MOLDED WIPER SEAL WITH UV 1)/4 _ ♦ �,211 �/ - -- v �/ » / a RESISTANT MATERIAL. o i v » » 1 n 0' STURMr%r1rn r, - „11/2 /2 j2 HUNTER PROS-04-PRS30-CV-F 12 SERIES j/ /2 Y2 P€� G�y4 96 1/ �f7 1© 1U2 1�2 12 2 12 TURF SPRAY, 30 PSI REGULATED 41N. POP-UP WITH FACTORY INSTALLED 7 � 3 » " r, P 13fJ = /4 =' e' »;. ' 3 » 1 / �J / 2 1`�" Q T �7 j'� Q DRAIN CHECK VALVE & FLOGUARD. CO -MOLDED WIPER SEAL WITH UV n / :': J y :,. :.:Yi / Y ff All I 1 Y2" ? i? i? L 19 4 _ RESISTANT MATERIAL. y 's Gj t.. p 2 4 RTMA _- ! r • - - - - 11 INV IN 117 HUNTER PROS-04-PRS30-CV-F ADJ SERIES N -- -- ® ® ®❑❑❑❑ D 1 - 17 - 17 �O •' 10 10 12 12 15 15 �� 4 � 10 12 15 17 TURF SPRAY, 30 PSI REGULATED 41N POP-UP WITH FACTORY INSTALLED r ♦ 11 i 1 `" F ' » "f 11 DRAIN CHECK VALVE & FLOGUARD. CO -MOLDED WIPER SEAL WITH UV ♦ ,ZII 11 1 �,1 14 �2 4 RESISTANT MATERIAL. r 3 RAIN BIRD 1804-PRS-1400 FLOOD 74 3 23.6 17 u, t Y 3 4 1 4 1Q, 1 02 14�041 08 _ __ YZ /4" 2 FLOOD BUBBLER 41N. POPUP WITH PRESSURE REGULATING DEVICE. is 1 N , \, f� 38 31 ?7? URER/MODEUDESCRIPTION QTY SYMBOL a I �/ » Cl3/4,►\ \\ '"' :� 1 �2 � J� » 1 » » �/ » » i 7.91 HUNTER ICZ-1011t0 2 , •? ???? 1 Y2 - �4 1%2 1 2 2 '' �/° 1Y2' OUT: 117.91 DRIP CONTROL ZONE KIT. 11N. ICV GLOBE VALVE WITH 11N. HY100 FILTER 2 cr ° I j w p IIkM... 4 \ \ 7 I - SYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 2 GPM TO 20 o I 4} All 11U 1 GPM. 150 MESH STAINLESS STEEL SCREEN. L FLUSH VALVE 2 22.6 11 c II J/2" 12 6.96 Y 1„ cr '+ HUNTER PLD-AVR r �/ PLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIAL DRIP IRRIGATION 2 11 1 r �,7 SYSTEM TO PREVENT BLOCKAGE AND WATER HAMMERING. 1/21N. MPT { 2 2 3 1 \ STA: ?, CONNECTION WITH 80 PSI MAXIMUM RATING. 4 . ,< RIM: 128.02 1 ,1.. i' 11' � Sr -. INV IN.12 2.58 AREA TO RECEIVE DRIPLINE 1 - / u i 2 1 /2 ff INV OUT: 123,85 HUNTER HDL-06-12-R i, nll 11 /2 �r� HDL-06-12-R: HUNTER DRIPLINE WITH 0.6 GPH FLOW. LIGHT BROWN L 13 L.F. 3 . •� - TUBING WITH PURPLE STRIPING. EMITTERS AT 12" O.C. DRIPLINE 1; » 1 4 „ -.... _... _.._ _ 15 ' LAfdDSCAPE QUFF£R •`•. - 3/ LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR ° J 3 » 01 I Ip 4 » f?vJ PG. 96 TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC "rfr` t` 2 /4 I / 38111A. ��???? 1 u o L _r , �f _ _ 1 » 4Y ' t" 3/4„ C11 » f? 92 PG. 1 �8 FITTINGS. ,. - 1 5 V - RIM° 3/4" 1 1 11\ 11 " cf i2 4,115 SF k iV OUT: 124.30 I " _ ° _1 SYMBOL MANUFACTURERlMODEUDESCRIPTION QTY `' E 1 /2 ®Y2 f Z " ' v 64 SEATS ; ~ HUNTER PGV-101 G s ,• s,, 2 '':�:' �� I ; 1 / 2 " Y2 11N. PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR 9 z CASH FFE 130.0 p EsNT �11 GLOBE CONFIGURATION, WITH FLOW CONTROL. RESIDENTIAULIGHT COMMERCIAL USE. E NPT INLET/OUTLET. 3 1Y4 WINDOW ND(W % Y2 /4" HUNTER PGV-151 GLOBE • :lam 3� �f 1-1/21N. PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR 1 r l �f / 2 f' 4 _ 4 5 4.91 RESIDENTIAULIGHT COMMERCIAL USE. FEMALE NPT INLET/OUTLET, o Y2 r22 10 Y4 1 Y2" ° ° 7 16 1 �� --- - `3/ 11'"' <3 WITH FLOW CONTROL. GLOBE CONFIGURATION. 4 /4 HUNTER ICV G-FS 1 1!2" " ff u 1 MV 1 11N., 1-1/21N., 21N., AND 31N. PLASTIC ELECTRIC MASTER VALVE, GLOBE 1 y E / 2" j 3� � 9 14.8 ? `� 6 13.6 -- •- -...__ ❑ 4 ---- `. r C CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR ° 3 - �/ » 1" Rite: 128.E COMMERCIALJMUNICIPAL USE. WITH FILTER SENTRY. / f� a / INV IN: 123.I N W N 4 1 4 1 4;1 BF FEBCO 825YA 1" 1 ` s "• . E N C>f,1 i ` 113.7 11 " - REDUCED PRESSURE BACKFLOW PREVENTER UST A: 1 3 12 8 20 2 11 '. 1 c�t!M: 128•�k 1 4 `:, 4 1'� 11 rc \ \ 2 HUNTER A2C-75D-P �c 4 C \ 1i2 _.GrA(fNI INh1tl "d 12�-?`� � � ;� ❑ 5-STATION DECODER CONTROLLER IN AN OUTDOOR PLASTIC WALL 1 V (1 Y - ' �\ MOUNT ENCLOSURE. HUNTER WRF-CLIK _ :� ; • All-*'fT ♦ 11 ® RAIN/FREEZE SENSOR, INSTALL WITHIN 1000 FT OF CONTROLLER, IN LINE V L 1 ♦ 10 - �!/ OF SIGHT. 22-28 VACNDC 100 MA POWER FROM TIMER TRANSFORMER. 4 •1 11 - /j 11 > o „/ ��=a': •: - r t . fr a - - - �� MOUNT AS NOTED. INCLUDES GUTTER MOUNT. o. ; ..: , .- is ,,,.- „ i. AlARdr HUNTER HC 150 FLOW --L?£1dCH N `r f,.G`J 2 a ,'3/ NAlI 1N ASP6,AL 1-1/21N. FOR USE WITH HYDRAWISE ENABLED CONTROLLER TO MONITOR _ • EL_ ! J . 14 ! .j ..... _ ., .... ,,., •.. ., , •,. .. ,, .. -, . , .. , ••, , _ :. »•; . , -- �c� O FLOW AND PROVIDE SYSTEM ALERTS. ALSO FUNCTIONS AS STAND y ON ANY RESIDENTIAL OR ti TA, 3 „ - „� „ `' ' •-1 � /2 �I,� COMMERCIAL IRRIGATION SYSTEM. • � / ALONE FLOW TOTALIZER/SUB METER � � . �_ ., C IAL I IGA I S STE v' 4 mil. l� IRRIGATION LATERAL LINE: PVC SCHEDULE 40 t 2,393 L.F. iNL� i�: urP .IZ CASLtIL z � f �1 90 I 9b' INV I;�1 �' -., 119J PG: 96 3 » � > >i " .f `�05 » ! r 3 7/ • INV pr!T; 122.52 s 2 ._2 �• /4 -.. _. _. 2�� _z??222 _._ �. /4 1/ ff - f STA, ... ! __ ____. IRRIGATION MAINLINE: PVC SCHEDULE 40 t 897.4 L.F. 0 f, 1 4 _ _ - _ _- _ -- _ _. _ _ __ - __ _ _ __ -- " PURL/ fT __` - - ---- _. ! .. .. _.. ___-_ _ )/2'3qq,�� r' PIPE SLEEVE: PVC CLASS 200 rV. l-0. � � t'NITAR�` C7 1 Y2 ! cn _ _ _ _ _ _ _ - TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL Ln o 9a?' i' V90 /)0 CJC1' 22b Jz?" - _ - ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO AS SHOWN --- - - -- - - _ - EASILY SLIDE THROUGH SLEEVING EXTEND _o SLEEVES 18 w119 �. --•-' � �� INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. W.v �� .{�• � ('/Rf- I \ / ND%_--_' i Valve Callout WEAN O `° _ _o.,...... .... .. - - Valve Number J " c� 7(J j - • b, w ............. _.._.,_ __...-. __ _ _.__ .. tv 1 S� PfL 92 PC lie �I � 3. a' 9 A T c \ /A I \ /r nr1I I r M I II r ° IRRIGATION CONTRACTOR NOTES: u �I 1. THE IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON -SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. Y a 2. IF APPLICABLE, WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE HIGHWAY JURISDICTION. 3. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER FOR OPERATING PARAMETERS OF THE PROPOSED SYSTEM. U n 4. CONTRACTOR SHALL VERIFY CONTROLLER AND MAINLINE POINT OF CONNECTION AT PROJECT SITE WITH PROPERTY OWNER. o 5. COORDINATE WITH PLANTING PLAN FOR PLANTER BED LOCATIONS AND TREE LOCATIONS. 6. ALL WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE. 0 C 7. CONTRACTOR SHALL SUBMIT MODIFIED DESIGN AND COMPATIBLE EQUIPMENT LIST TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION, IN ACCORDANCE WITH THESE PARAMETERS: V) 7.1. THE SYSTEM WILL PROVIDE 100% COVERAGE FOR ALL PROPOSED LANDSCAPE AREAS. 7.2. ZONES SHALL BE SEPARATED BY WATER NEED AND EQUIPMENT. TURF ROTORS, DRIP AREAS, AND BUBBLERS SHALL ALL BE ON SEPARATE ZONES. 7.3. SET HEADS 3" FROM BACK OF CURB. / E 7.4. LOCATE ALL VALVES A MINIMUM OF 24" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE. z 7.5. ALL PROPOSED PALMS SHALL RECEIVE ONE BUBBLER, EACH. ALL PROPOSED AND RELOCATED TREES SHALL RECEIVE TWO BUBBLERS, EACH. Q .N 7.6. EACH DRIP ZONE SHALL HAVE ONE AIR RELIEF VALVE PLACED AT THE HIGH POINT OF THE ZONE. 7.7. EACH DRIP ZONE SHALL HAVE ONE FLUSH VALVE AND ONE DRIP SYSTEM OPERATION INDICATOR LOCATED AT THE FURTHEST POINT OF THE ZONE. 8. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS -CONTRACTOR SHALL VERIFY THEIR LOCATION. 2 :Y m 9. ALL PRESSURE MAINLINES UNDER ASPHALT PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED. WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. ALL SLEEVES SHALL BE SIZED TWO PIPE SIZES GREATER THAN PIPE IT CARRIES. cn a 11. CONTRACTOR SHALL SUBMIT DETAILED LAYOUT OF IRRIGATION SHOP DRAWINGS FOR REVIEW AND EVALUATION BY LANDSCAPE ARCHITECT. J U, z .w CONTRACTOR SHALL NOT PROCURE, FABRICATE, OR INSTALL IRRIGATION UNLESS A NO EXCEPTIONS TAKEN DETERMINATION HAS BEEN INDICATED IN WRITING BY THE LANDSCAPE ARCHITECT AFTER REVIEW AND EVALUATION OF REQUIRED SUBMITTAL. ILj_ U N 12. CONTRACTOR SHALL PROVIDE "AS -BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL - « PAYMENT. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS -BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON a; ° THE "AS -BUILT" DRAWINGS. cn 13. PRIOR TO COMMENCEMENT OF IRRIGATION INSTALLATION WITHIN THE EXISTING CANOPY TREE DRIP LINE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR L I . HAND DIGGING (OR USE OF AIR SPADE) TO IDENTIFY ALL STRUCTURAL ROOTS. ALL WORK WITHIN THE TREE DRIPLINE SHALL BE PERFORMED UNDER THE Y SUPERVISION OF AN LICENSED ISA CERTIFIED ARBORIST. s C U, 02 C) � m U n U r� 0L n_ M] m PSI 30 30 30 N Z O 30 CK 30 30 NUMBER MODEL SIZE TYPE GPM HEADS PIPE FRICTION LOSS VALVE LOSS PRECIP 1 HUNTER PGV-101G 1" BUBBLER 28 12 208.0 3.28 5.54 7.87 in/h 2 HUNTER PGV-101G 1" TURF SPRAY 24.5 26 328.9 2.16 4.56 1.44 in/h 3 HUNTER PGV-101G 1" TURF SPRAY 23.63 30 461.3 4.09 4.32 1.65 in/h 4 HUNTER PGV-151 GLOBE 1-1/2" BUBBLER 38 20 399.1 3.13 3 8.13 in/h 5 HUNTER ICZ-101-40 1" AREA FOR DRIPLINE 4.91 413.7 L.F. 51.9 0.25 4.94 0.96 in/h 6 HUNTER PGV-101G 1" TURF SPRAY 13.6 17 188.6 1.67 1.68 1.59 in/h 7 HUNTER PGV-101G 1" BUBBLER 16 7 90.8 1.48 1.94 7.87 in/h 8 HUNTER PGV-101G 1" BUBBLER 20 10 124.3 1.57 3.3 7.55 in/h 9 HUNTER PGV-101G 1" TURF SPRAY 14.8 15 199.8 1.99 1.61 1.52 in/h 10 HUNTER PGV-101G 1" BUBBLER 22 11 77.6 0.9 3.86 7.75 in/h 11 HUNTER PGV-101G 1" TURF SPRAY 22.59 25 256.3 1.85 4.02 1.91 in/h 12 HUNTER ICZ-101-40 1" AREA FOR DRIPLINE 6.96 699.2 L.F. 33.2 0.36 6.18 0.96 in/h GRAPHIC SCALE IN FEET 0 10 20 40 W O W � m W P Q Z o S2 W rn FW F Z O z a 0. W z O cn > o z_ W z O U) m x W m 0 o � o U EO O o z a W cc W aw z za � �U � U V a00 H W W U. m W z to a = 00 W W _ w_ (n Z a� CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW! Know what's belOW. DIAL 811 Call before you dig. 'SUNSHINE STATE ONE CALL OF FLORIDA, INC.\ A 19 i O N U aD Z J 0) _j O cn O U Z as r _w U m O f- O OLn O > W Q w Uj z rn Z a O I g z N N O 0cy- z O L LJ 0 J W = i- r7 0 N Y � OLn i d- Q�, N ^ N p. v J Z ;;Z Q W cq 0 J W In U Ln N z O 12 Y LL 0� Li L O c= 0- N U� Q m m m Q N o w o _ I O 0 3 C) Y U w _ (n O 0 U Q 0 U0 O J � J J < W W N=off 04Ww 0 UP I Cy)a >0. W Un C)�QJ = _j J z� W O= N ON N U O I- U SHEET NUMBER L-200 L ' 'in rr r)-r ii c vi N U �U O rn a: c U L n iv E Y U ci c V) i vi a) U U U v, s c 0 0 I N E Y 0 a U 0 n CT D c o < N _LJ o _) c Q N Y Y '> 0 J � a) L � to v) cl o i c j U a N ` U C 0 n _ N L N c a r) N n N E U u 0 r) N rn a; J CC n N n o a 1� N Ln n 0 0 n . U i E u s_ DO .D N � U U �J o N o }� a Y � a U n E N o { " o U U '7 N y u :7 L :V c .o vi a� cu U E 0 0 N E Z U _ o q � N ,Y N U J N U N JV) a) f,� N J Ui S fY � I -0 n L II o N o. a� N W U L U � U w N LL a) S Y a`) E o o U s t_ o u fTl � U -n U I 16 POURED IN -PLACE CONCRETE, 120 LBS. MINIMUM, TYPICAL. I IIII 1 II;LIII- 45 DEG. ELBOW. TEE 90 DEG. ELBOW. PLAN VIEW FINISHED GRADE. III -III UTILTTY BOX. -1=1' III -I I -I I -I 11-111-I I -111111 I ,; II �lil ;,Illlill_TII�IIIIIIIIII- fi END OF LINE. CAPPED UNE. SECTION VIEW THRUST BLOCKING 3/4• - 1'-0" -------J r I —� I INSET B 1 NOT TO SCALE 18 12" 1 B 3" O2 FINISHED GRADE M TECHUNE 4 ROTATED 45' (TY® � ® PVC SUPPLY MANIFOLD 5 O PVC TEE TO TECHUNE 6 COMPRESSION ADAPTERS © FLOW FROM VALVE CENTER FEED SUPPLY MANIFOLD LATERAL TO DRIP FEED DETAILS NOT TO SCALE PLASTIC VALVE BOX PVC TRUE UNION — BALL VALVE. 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH /'AT TURF. SCH. 80 RISER Z M `— SxT TEE W/ 2" NIPPLE AT 3¢" WIRE1LOTH GOPHER SCREEN, WRAP UP SIDES. WIDTH NATIVE SOIL BACKFILL COMPACT TO 95X — � I 12. COMPACTION { MIN. PVC IRRIGATION LATERAL 24„ MIN. BACKFILL WITH NATIVE SOIL, WATER-----�1- 4" MIN. JET & COMPACT TO 90% OPTIMUM DENSITY. ALLOW 48 HOURS TO SETTLE, AND BACKFILL AND COMPACT WITH NATIVE SOIL a '., . 4" MIN. BEDDING IRRIGATION MAIN OR SUBMAIN (TYP.) 4 MIN. 4" MIN. EXISTING SOIL TRENCHING DETAIL NOT TO SCALE O OF -SUPPLY HEADER O PRE -INSTALLED BARB FITTING O PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) O RAIN BIRD XFS SERIES DRIPUNE (TYPICAL) O PERIMETER OF AREA O PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4' FROM PERIMETER OF AREA O FLUSH POINT (TYPICAL) - SEE RAIN BIRD XFD DETAILS FOR FLUSH POINT INSTALLATION O BARB X BARB INSERT TEE OR ELL' RAIN BIRD XFF-TEE OR OE RAIN BIRD XFF-ELBOW (TYPICAL) PVC RISER PIPE PVC SUPPLY MANIFOLD 1i PVC SCH 40 SLEEVE PIPE SIZED TWICE THE 72 SIZE OF MANIFOLD PIPE SIZE PVC SCH 40 TEE OR ELL (TYPICAL) to PAVEMENT AND CURB 14 MALE ADAPTER INSERT t4 STAINLESS STEEL, OETIKER OR MURRAY CLAMP 16 OPERATION INDICATOR RAIN BIRD MODEL.• OPERIND 17 PVC SCH 40 CAP 1e XF SERIES TIE -DOWN STAKES (IDS-050) REFER TO RAIN BIRD DRIPUNE DESIGN GUIDE FOR PROPER SPACING 1� 12' 1® 3" O FINISHED GRADE O3 NETAFIM TECHUNE (TYP•) ® PVC SUPPLY/EXHAUST MANIFOLD OS PVC TEE TO TECHUNE COMPRESSION ADAPTERS SUPPLY/EXHAUST MANIFOLD CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. CONTROL VALVE AS SPECIFIED. Fll—f� FILTER AS SPECIFIED. PRESSURE REGULATOR AS SPECIFIED. PVC UNION W/ SHORT NIPPLES. �- 45' DOWN AS REQ. TO LATERAL PIPE DEPTH. 3" MINIMUM DEPTH OUTLET PIPE SAME SIZE OF t" WASHED AS VALVE, 24" MIN. LENGTH GRAVEL TO FIRST FITTING. - TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF THE BOX. REMOTE CONTROL VALVE (DRIP) NTS L—IR—DRI-06 2" MINIMUM, 4" MAXIMUM BELOW TOP OF BOX. 1OX15 RECTANGULAR VALVE BOX. - REMOTE CONTROL VALVE, ONE PER PLASTIC I.D. TAG AT EACH VALVE. - WATER PROOF WIRE CONNECTORS - G m N UNE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE. SCHEDULE 80 RISER. — MAIN UNE. M ♦envc nurcu GRAVEL• �•�•• v •.., ELECTRIC REMOTE CONTROL VALVE 1 1/2' 1'-0" NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS ON RAIN BIRD WEB SITE (WWW.RAINBIRD.COM) FOR SUGGESTED SPACING. 2. LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. 3. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 4. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. �IFINISHED j GRADE. TYPICAL 1/2" DRIP TUBING. — 6" DRIP BOX. COMPRESSION TEE. V4"FPT X V DRIP TUBING ADAPTER. II 3' THICK LAYER OF WASHED I( GRAVEL THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO 0�° �0 BOX. O O" SCHEDULE 80 NIPPLE AS REQUIRED. �— PVC LATERAL UNE. ZONE CONTROL 32 $41&46-03 10"X15" RECTANGULAR BOX WITH 6" EXTENSION. ISOLATION BALL VALVE AS SPECIFIED, SAME SIZE AS MAIN LINE. SCHEDULE 80 THREADED NIPPLE AS REQUIRED. ADAPTER. PVC MAIN LINE. 1 TWO 6X2X16 CONCRETE BLOCK CAPS, J ONE ON EACH SIDE OF BOX. 1/2" WIRE CLOTTH GOPHER SCREEN, WRAP UP SIDES. BRASS BALL ISOLATION VALVE 1 1/2' - 1'-W SET BOX FLUSH TO GRADE. HUNTER 14DUSTPAB i9w Dlamond street San Marcos, CA 9207e Main: 760.744.6240 TedwdoM Support 760al-733 v", hurk ndu8trias.can DETAIL LEGEND: OIRRIGATION CONTROLLER (HCC-800-PP) PER PLAN O2 ELECTRICAL SUPPLY CONDUIT - CONNECT TO POWER SOURCE, J-BOX INSIDE CONTROLLER (DGROUND WIRE CONDUIT - GROUND PER ASIC GUIDELINES ® IRRIGATION CONTROL WIRE IN CONDUIT - SIZE AND TYPE PER LOCAL CODES OS CONCRETE PEDESTAL BASE PER PLAN OR THE HUNTER "PLASTIC PEDESTAL INSTRUCTION GUIDE" - INSURE POSITIVE DRAINAGE AWAY FROM PEDESTAL. NOTES: 1. ONTROLLER ACCEPTS 120 VOLTS A.C. OR 230 VOLTS A.C. (INTERNATIONAL MODEL). 2. CONTROLLER SHALL BE HARD -WIRED TO GROUNDED 110 VAC POWER SOURCE 3. PEDESTAL IS 17" (43 orn] DEEP. 4. REFER TO THE HUNTER HCC INSTALLATION GUIDE FOR FURTHER INSTRUCTIONS. IRRIGATION CONTROLLER - PLASTIC PEDESTAL cl O HCC-8 P CAC aNOT TO SCALE DRIPUNE OR 1/2" DRIP TUBING. AIR RELIEF VALVE AS SPECIFIED. 1" FPTXMPT ELL 6" DRIP BOX. Y"X1'MPT ADAPTER. 3'4"FPT X h* DRIP TUBING ADAPTER. ED DRIP TUBING COUPUNN� iV C. 3" THICK LAYER OF WASHED GRAVEL THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. DRIP AIR RELIEF VALVE IN BOX 3' - 1'-W 32 8413-53-W VALVE BOX UD, HEAD BRAND J BOX" ON UD WITH 2" HIGH LETTERS. J BOX SET BOX 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH TO 10X15 STANDARD BOX. GRADE AT LAWN. 7 / LOOP, BUNDLE, AND fl)LABEL SPARE WIRES THAT ARE TO CONTINUE, AS OCCURS. 1/2" WIRE CLOTH GOPHER PROTECTION SCREEN, WRAP 6" UP SIDES. TWO 6X2X16 CONCRETE — BLOCK CPAS, ONE ON EACH SIDE OF BOX. WIRE BUNDLE JUNCTION BOX 1 1/2" - 1'-0' REMOTE CONTROL VALVE WITH REGULATOR OR LATERAL LINE SUPPLY SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX: COIL 30' LENGTH AND I.D. TAG. WIRES TO CONTROLLER MAIN LINE AS OCCURS. UNE FLUSHING BALL VALVE AREA PERIMETER PVC EXHAUST MANIFOLD, PANTONE PURPLE 522C UNE SIZE AS SUPPLY MANIFOLD NETAFIM TECHUNE (TLDLR9-1210) 0.9 GPH EMITTER ON 12" CENTERS TECHUNE TO BE BURIED A MINIMUM OF 2' BELOW GRADE. IRREGULAR AREAS NOT TO SCALE SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. DRIP FLUSH VALVE 1 1/2- - V-0" PVC SUPPLY MANIFOLD PANTONE PURPLE 5226 SEE PLAN FOR MANIFOLD SIZE 10" DIAMETER VALVE BOX. - COIL 24" TO 30" OF DRIP TUBING IN THE BOX. —A' DRIP TUBING TO 3'4" FPT ADAPTER. �4 PVC BALL VALVE WITH SHORT NIPPLE. Xt" DRIP TUBING. 4" THICK LAYER OF WASHED GRAVEL THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. 32 $413.49-03 ' "\J PVC SUP -THREAD ADAPTER. BUBBLER NOZZLE AS SPECIFIED. 3" ABOVE GRADE. WATER WELL AS PER _ PLANTING DETAIL I I -I I =1 1=1 FINISHED GRADE. _ _-III-III-III; III--T �- -I ROOT BALL I I I I I I( —III I—' 1/2" IPS FLEX HOSE WITH PVC FLEX GLUE AND PRIMER. 30 LENGTH AS REQUIRED. d PCV LATERAL UNE. m PVC SLIP -THREAD - a ADAPTER. 36"t BUBBLER ON FLEX HOSE RISER 3" - 1'-0" W O W ~I- m Z � 0 W 0 � Q H Q Z 0 co = W F H Z 0 O Z a w 0 U) 0 Q W Z Z Q O Z 0 IM w } W 0] 0 0 U) W OU 1n O 0 Z Q W W Q W Z za N wo J V0 Q 000 cD = 0 F- w J W 0 W to �Z co a o0 0 0 W W � W— cn�z - a. > m W F— Q t� U) Z O (n W Of O IZ O Q� N LMZ J -L� LLJ U O Z Q Q W O m O F_ cn00_- Q [If 't W & Lj ; 0 0 Z `t O i g z N N . O I Z Of S Ld0 J W = IZ W W F- :2 V N Y O 3: Ln xx eq P4 J� i �O; h o „_ =Z z D -0 =Q'W w *-4IW- _7 0 .+ a O, i —J Q Z 0 z :�E a_ Of U Ln N O Y 0 d 7 Lij LC) W O in o I. -I m m d N o Q 0 m N W ui _ I W 0 3 v Q U) Q W U W 0' 2 to 0 0 U v I j 0 Q 0 Q 0 U0 O J L.� � J U) N=off N w _ v ♦ J U7 O LLJ � < J J O Z N= L W O '_ N 0 LLJ UN LL O U SHEET NUMBER L-250 6 C v U 0 U1 U) Q U ( O C 0 1 I Q) E Y 0 0 O Q, n 0 W U c N a) -0 o A 0 r (n 7 a -I_ Q _) U F � _ Z I J� >, � F) n Y A _ ' Z o D ,o 0 0 J r T) y c- - U c 1) o N - 1 N `o n q, D a7 a ( u) a 0 < o _ (, , L I'. a) ( E C) (; cu o N T) I .�) c 0 y w I o J) c 7 .0 =) ) I � n Q 0 O o V) E T-) I C) ( c 0 U -o o O F a' u, D Q) I n- x Q) ;V U C) u) �j o z I m , r u s ` _: Y ,) c c U r' ) -) c 0 . a) 0 U a r) C) (v ii U N :c a) (L; a w ti s n Q > 0 Z U 0 a) C T) c v) t 0 u, I< a; U .0 t, U U) Li 11 'o 0) cn L2 F-- , () c Z 0 O v, F7 0 .rl_ - " ., CL a) (r_ sc .) i o U) T c) v: V) c T' U, n� 0) > _u T -a LZ o w N ,, a 0 (1) (n U 0 U (1) a) r (n .- s Q) L Y 0 F m p o _c -- U c m I T) (11 I (ari GENERAL IRRIGATION SPECIFICATIONS AND NOTES UNDERGROUND IRRIGATION SYSTEM PARTI:GENERAL 1.01 SCOPE A. THE WORK COVERED BY THIS SPECIFICATION SHALL INCLUDE THE FURNISHING OF ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY TO PERFORM AND COMPLETE THE INSTALLATION OF AN AUTOMATIC IRRIGATION SYSTEM AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS AND ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED WHICH CAN REASONABLY BE DETERMINED TO BE PART OF THE WORK AND NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM. B. THE WORK COVERED BY THIS SPECIFICATION ALSO INCLUDES ALL PERMITS, FEDERAL, STATE AND LOCAL TAXES AND ALL OTHER COSTS, BOTH FORESEEABLE AND UNFORESEEABLE AT THE TIME OF CONSTRUCTION. C. NO DEVIATION FROM THESE SPECIFICATIONS, THE ACCOMPANYING DRAWINGS, OR AGREEMENT IS AUTHORIZED OR SHALL BE MADE WITHOUT PRIOR WRITTEN AUTHORIZATION SIGNED BY THE OWNER OR HIS DULY APPOINTED REPRESENTATIVE. 1.02 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: A FIRM SPECIALIZING IN IRRIGATION WORK WITH NOT LESS THAN FIVE (5) YEARS OF EXPERIENCE IN INSTALLING IRRIGATION SYSTEMS SIMILAR TO THOSE REQUIRED FOR THIS PROJECT. B. COORDINATION: COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND EFFICIENTLY AS POSSIBLE. C. INSPECTION OF SITE: THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS, INCLUDING UNDERGROUND UTILITIES BEFORE CONSTRUCTION IS TO BEGIN. CONTRACTOR SHALL COORDINATE PLACEMENT OF UNDERGROUND MATERIALS WITH CONTRACTORS PREVIOUSLY WORKING UNDERGROUND IN THE VICINITY 0R THOSE T D UNDERGROUND WORK IN THE VICINITY. CONTRACTOR IS SCHEDULED LED U O O RESPONSIBLE FOR MINOR ADJUSTMENTS IN THE LAYOUT OF THE WORK TO ACCOMMODATE EXISTING FACILITIES. D. PROTECTION OF EXISTING PLANTS AND SITE CONDITIONS: THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT SITE CONDITIONS TO REMAIN. SHOULD DAMAGES BE INCURRED, THIS CONTRACTOR SHALL REPAIR THE DAMAGE TO ITS ORIGINAL CONDITION AT HIS OWN EXPENSE. ANY DISRUPTION DESTRUCTION OR DISTURBANCE OF ANY EXISTING PLANT TREE SHRUB OR TURF OR ANY STRUCTURE SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE OWNER AND HIS REPRESENTATIVES, SOLELY AT THE CONTRACTOR'S EXPENSE. H E. PROTECTION OF WORK AND PROPERTY: THE CONTRACTOR SHALL BE LIABLE FOR AND SHALL TAKE THE FOLLOWING ACTIONS AS REQUIRED WITH REGARD TO DAMAGE TO ANY OF THE OWNERS PROPERTY. 1. ANY EXISTING BUILDING, EQUIPMENT, PIPING, PIPE COVERINGS, ELECTRICAL SYSTEMS, SEWERS, SIDEWALKS, R STRUCTURE OF ANY KIND INCLUDING WITHOUT LIMITATION ROADS, GROUNDS, LANDSCAPING 0 S RUCTU ( , DAMAGE FROM LEAKS IN THE PIPING SYSTEM BEING INSTALLED OR HAVING BEEN INSTALLED BY CONTRACTOR) DAMAGED BY THE CONTRACTOR, OR BY HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS, DURING THE COURSE OF HIS WORK, WHETHER THROUGH NEGLIGENCE OR OTHERWISE, SHALL BE REPLACED OR REPAIRED BY CONTRACTOR AT HIS OWN EXPENSE IN A MANNER SATISFACTORY TO OWNER, WHICH REPAIR OR REPLACEMENT SHALL BE A CONDITION PRECEDENT TO OWNER'S OBLIGATION TO MAKE FINAL PAYMENT UNDER THE CONTRACT. 2. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DAMAGE TO ANY WORK COVERED BY THESE OPENINGS INTO I SPECIFICATIONS BEFORE FINAL ACCEPTANCE OF THE WORK. HE SHALL SECURELY COVER ALL 0 THE SYSTEMS AND COVER ALL APPARATUS, EQUIPMENT AND APPLIANCES, BOTH BEFORE AND AFTER BEING I AND THE BREAKAGE MISUSE OR DISFIGUREMENT ET IN PLACE TO PREVENT OBSTRUCTIONS ON THE PIPES S , OF THE APPARATUS, EQUIPMENT OR APPLIANCE. 3. ALL TRENCHING OR OTHER WORK UNDER THE LEAF CANOPY OF ANY AND ALL TREES SHALL BE DONE BY HAND OR BY OTHER METHODS SO THAT NO BRANCHES ARE DAMAGED IN ANY WAY. BUILDINGS, WALKS, WALLS, AND OTHER PROPERTY SHALL BE PROTECTED FROM DAMAGE. OPEN DITCHES LEFT EXPOSED SHALL BE FLAGGED AND BARRICADED BY THE CONTRACTOR BY APPROVED MEANS. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING THE PROPER UTILITY COMPANY TO STAKE THE EXACT LOCATION OF ANY UNDERGROUND LINES INCLUDING BUT NOT LIMITED TO ELECTRIC, GAS, TELEPHONE SERVICE, WATER, AND CABLE. THE CONTRACTOR SHALL TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO PROTECT THESE UNDERGROUND LINES FROM DAMAGE. IN THE EVENT DAMAGE DOES OCCUR, ALL DAMAGE SHALL BE COMPLETELY REPAIRED TO ITS ORIGINAL CONDITION, AT NO ADDITIONAL COST TO THE OWNER. 5. THE CONTRACTOR SHALL REQUEST THE OWNER, IN WRITING, TO LOCATE ANY PRIVATE UTILITIES (I.E., ELECTRICAL SERVICE TO OUTSIDE LIGHTING) BEFORE PROCEEDING WITH ANY EXCAVATION, IF, AFTER SUCH E T REQUESTS AND NECESSARY STAKING, PRIVATE UTILITIES WHICH WERE NO STAKED ARE ENCOUNTERED AND DAMAGED BY THE CONTRACTOR, THEY SHALL BE REPAIRED BY THE OWNER AT NO COST TO THE CONTRACTOR. IF THE CONTRACTOR DAMAGES STAKED OR LOCATED UTILITIES, THEY SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. F. CODES AND INSPECTIONS: THE ENTIRE INSTALLATION SHALL COMPLY FULLY WITH ALL LOCAL AND STATE LAWS AND ORDINANCES AND WITH ALL ESTABLISHED CODES ARRANGE FOR ALL NECESSARY INSPECTIONS AND SHALL PAY ALL FEES AND EXPENSES IN CONNECTION WITH SAME, AS PAR T OF THE WORK UNDER THIS CONTRACT. UPON COMPLETION OF THE WORK, HE SHALL FURNISH TO THE "OWNER" ALL INSPECTION CERTIFICATES CUSTOMARILY ISSUED IN CONNECTION WITH THE CLASS OF WORK INVOLVED. G. THE CONTRACTOR SHALL KEEP ON HIS WORK, DURING ITS PROGRESS, A COMPETENT SUPERINTENDENT AND ANY NECESSARY ASSISTANTS, ALL SATISFACTORY TO THE OWNER, OR OWNER'S REPRESENTATIVE. H. THE SUPERINTENDENT SHALL REPRESENT THE CONTRACTOR IN HIS ABSENCE AND ALL DIRECTIONS GIVEN TO HIM SHALL BE AS BINDING AS IF GIVEN TO THE CONTRACTOR. I. THE OWNER'S LANDSCAPE ARCHITECT OR DESIGNATED INDIVIDUAL SHALL HAVE FULL AUTHORITY TO APPROVE OR REJECT WORK PERFORMED BY THE CONTRACTOR. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL ALSO HAVE FULL AUTHORITY TO MAKE FIELD CHANGES THAT ARE DEEMED NECESSARY. J. FINAL ACCEPTANCE: FINAL ACCEPTANCE OF THE WORK MAY BE OBTAINED FROM THE OWNER UPON THE SATISFACTORY COMPLETION OF ALL WORK. ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND/OR OWNER IN NO WAY REMOVES THE CONTRACTOR OF HIS RESPONSIBILITY TO MAKE FURTHER REPAIRS, CORRECTIONS AND ADJUSTMENTS TO ELIMINATE ANY DEFICIENCIES WHICH MAY LATER BE DISCOVERED. K. GUARANTEE: ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP TO THE SATISFACTION OF THE OWNER. REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY AT NO COST TO THE OWNER. 1. THE GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR WORKMANSHIP, TO THE SATISFACTION OF THE OWNER. THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR WORK DAMAGED BY OTHERS. REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY. THE GUARANTEE SHALL STATE THE NAME OF THE OWNER, PROVIDE FULL GUARANTEE TERMS, EFFECTIVE AND TERMINATION DATE, NAME AND LICENSE NUMBER OF CONTRACTOR PROVIDING GUARANTEE, ADDRESS, AND TELEPHONE NUMBER. IT SHALL BE SIGNED BY THE CHIEF EXECUTIVE OF THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. 2. IF, WITHIN TEN (10) DAYS AFTER MAILING OF WRITTEN NOTICE BY THE OWNER TO THE CONTRACTOR REQUESTING REPAIRS OR REPLACEMENT RESULTING FROM A BREACH OF WARRANTY, THE CONTRACTOR SHALL NEGLECT TO MAKE OR UNDERTAKE WITH DUE DILIGENCE TO MAKE THE SAME, THE OWNER MAY MAKE SUCH REPAIRS AT THE CONTRACTOR'S EXPENSE; PROVIDED, HOWEVER, THAT IN THE CASE OF EMERGENCY WHERE, IN THE JUDGMENT OF THE OWNER, DELAY WOULD CAUSE SERIOUS LOSS OR DAMAGE, REPAIRS OR REPLACEMENT MAY BE MADE WITHOUT NOTICE BEING SENT TO THE CONTRACTOR, AND CONTRACTOR SHALL PAY THE COST THEREOF. L. THE CONTRACTOR SHALL PROVIDE FULL, 100% IRRIGATION COVERAGE IN ALL AREAS DESIGNED WITH PROPOSED PLANTINGS, IN ACCORDANCE WITH THE SITE'S GOVERNING PERMITTING REQUIREMENTS AND AS DESIGNED. M. ON -SITE OBSERVATION: AT ANY TIME DURING THE INSTALLATION OF THE IRRIGATION SYSTEM BY THE CONTRACTOR, THE OWNER OR LANDSCAPE ARCHITECT MAY VISIT THE SITE TO OBSERVE WORK UNDERWAY. UPON REQUEST, THE CONTRACTOR SHALL BE REQUIRED TO UNCOVER SPECIFIED WORK AS DIRECTED BY THE OWNER OR MATERIAL, WORKMANSHIP OR METHOD OF INSTALLATION NOT MEET THE STANDARDS SPECIFIED HEREIN, THE CONTRACTOR SHALL REPLACE THE WORK AT HIS OWN EXPENSE. N. WORKMANSHIP: ALL WORK SHALL BE INSTALLED BY QUALIFIED, SKILLED PERSONNEL, PROFICIENT IN THE TRADES REQUIRED, IN A NEAT, ORDERLY, AND RESPONSIBLE MANNER WITH RECOGNIZED STANDARDS OF WORKMANSHIP. THE CONTRACTOR SHALL HAVE HAD CONSIDERABLE EXPERIENCE AND DEMONSTRATED ABILITY IN THE INSTALLATION OF SPRINKLER IRRIGATION SYSTEMS OF THIS TYPE. 1.03 SUBMITTALS ALL MATERIALS SHALL BE THOSE SPECIFIED AND/OR APPROVED BY THE LANDSCAPE ARCHITECT. A. PRODUCT DATA: AFTER THE AWARD OF THE CONTRACT AND PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT, TWO COPIES OF THE COMPLETE LIST OF MATERIALS, MANUFACTURER'S TECHNICAL DATA, AND INSTALLATION INSTRUCTIONS WHICH HE PROPOSES TO INSTALL. B. COMMENCE NO WORK BEFORE APPROVAL OF MATERIAL LIST AND DESCRIPTIVE MATERIAL BY THE LANDSCAPE ARCHITECT. C. RECORD DRAWINGS: THE CONTRACTOR SHALL RECORD ON REPRODUCIBLES, ALL CHANGES THAT MAY BE MADE DURING ACTUAL INSTALLATION OF THE SYSTEM. PROVIDE CONTROLLER SEQUENCING AND CONTROL VALVE LOCATIONS. 1. IMMEDIATELY UPON INSTALLATION OF ANY PIPING, VALVES, WIRING, SPRINKLERS, ETC., IN LOCATIONS OTHER THAN SHOWN ON THE ORIGINAL DRAWINGS OR OF SIZES OTHER THAN INDICATED, THE CONTRACTOR SHALL CLEARLY INDICATE SUCH CHANGES ON A SET OF BLUELINE PRINTS. RECORDS SHALL BE MADE ON A DAILY BASIS. ALL RECORDS SHALL BE NEAT AND SUBJECT TO THE APPROVAL OF THE OWNER. 2. THE CONTRACTOR SHALL ALSO INDICATE ON THE RECORD PRINTS THE LOCATION OF ALL WIRE SPLICES, ORIGINAL OR DUE TO REPAIR, THAT ARE INSTALLED UNDERGROUND IN A LOCATION OTHER THAN THE CONTROLLER PEDESTAL, REMOTE CONTROL VALVE BOX, POWER SOURCE OR CONNECTION TO A VALVE -IN -HEAD SPRINKLER. 3. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS. THE CONTRACTOR SHALL MAKE NEAT AND LEGIBLE NOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES FOR REVIEW AND SHALL BE KEPT IN A LOCATION DESIGNATED BY THE OWNER'S REPRESENTATIVE. 4. PROGRESS PAYMENT REQUEST AND RECORD DRAWING INFORMATION MUST BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PAYMENT IS MADE. 5. IF IN THE OPINION OF THE OWNER OR HIS REPRESENTATIVE, THE RECORD DRAWING INFORMATION IS NOT BEING PROPERLY OR PROMPTLY RECORDED, CONSTRUCTION PAYMENT MAY BE STOPPED UNTIL THE PROPER INFORMATION HAS BEEN RECORDED AND SUBMITTED. 6. BEFORE THE DATE OF THE FINAL SITE OBSERVATION AND APPROVAL, THE CONTRACTOR SHALL DELIVER ONE SET (COPIES) OF REPRODUCIBLE RECORD DRAWING PLANS AND NOTES TO THE LANDSCAPE ARCHITECT. RECORD DRAWING INFORMATION SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMITTAL TO OWNER FOR FINAL PAYMENTS, INCLUDING RETENTIONS. D. OPERATIONS AND MAINTENANCE MANUALS: THE CONTRACTOR SHALL PREPARE AND DELIVER TO THE OWNER, OR HIS DESIGNATED REPRESENTATIVE WITHIN TEN (10) CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, A HARD COVER BINDER WITH THREE RINGS CONTAINING THE FOLLOWING INFORMATION: 1. INDEX SHEET STATING THE CONTRACTOR'S ADDRESS AND BUSINESS TELEPHONE NUMBER, LIST OF EQUIPMENT WITH NAME(S) AND ADDRESS(ES) OF LOCAL MANUFACTURER'S REPRESENTATIVE(S). 2. CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT. 3. COMPLETE OPERATING AND MAINTENANCE INSTRUCTION ON ALL MAJOR EQUIPMENT. INCLUDE INITIAL CONTROLLER SCHEDULE AND RECOMMENDED SCHEDULE AFTER ESTABLISHMENT PERIOD. 4. DEMONSTRATE TO AND PROVIDE THE OWNER'S MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR R EQUIPMENT AND SHOW EVIDENCE IN WRITING T THE N R H MAJOR U G O OWNER, 0 IS DESIGNATED Q REPRESENTATIVE AT THE CONCLUSION OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED. 1.04 EXPLANATION OF DRAWINGS A. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS AND SLEEVES WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THE WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH OFFSETS, FITTINGS AND SLEEVES AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. B. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. DEVIATIONS SHALL BE BROUGHT TO THE LANDSCAPE ARCHITECTS ATTENTION. C. ALL WORK CALLED FOR A ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. D. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN KNOWN IN ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THAT NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. E. IF, IN THE OPINION OF THE LANDSCAPE ARCHITECT, THE LABOR FURNISHED BY THE CONTRACTOR IS INCOMPETENT, UNSKILLED, OR UNRELIABLE, HIS EQUIPMENT INADEQUATE, IMPROPER OR UNSAFE, OR IF THE CONTRACTOR SHALL FAIL TO CONTINUOUSLY AND DILIGENTLY EXECUTE THE CONSTRUCTION, THE LANDSCAPE ARCHITECT OR OWNER SHALL, IN WRITING, INSTRUCT THE CONTRACTOR TO REMOVE ALL SUCH CAUSES OF NONCOMPLIANCE AND THE CONTRACTOR SHALL PROMPTLY COMPLY. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL AND COMPLETE COVERAGE OF ALL IRRIGATION AREAS. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY NECESSARY ADJUSTMENTS AT NO ADDITIONAL COST TO THE OWNER. ANY REVISIONS TO THE IRRIGATION SYSTEM MUST BE SUBMITTED AND ANSWERED IN WRITTEN FORM, ALONG WITH ANY CHANGE IN CONTRACT PRICE. LAYOUT MAY BE MODIFIED, IF NECESSARY TO OBTAIN COVERAGE. SPACING NOT TO EXCEED 60% OF THE DIAMETER. PART II: PRODUCTS 2.01 MATERIALS A. MATERIAL AND EQUIPMENT SHALL BE SUPPLIED BY THE CONTRACTOR. NO SUBSTITUTIONS SHALL BE ALLOWED WITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNER/LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL INSPECT ALL MATERIALS AND EQUIPMENT PRIOR TO INSTALLATION, AND DEFECTIVE MATERIALS SHALL BE REPLACED WITH THE PROPER MATERIALS AND EQUIPMENT. THOSE ITEMS USED IN THE INSTALLATION FOUND TO BE DEFECTIVE, IMPROPERLY INSTALLED OR NOT AS SPECIFIED, SHALL BE REMOVED PROPER MATERIALS AND EQUIPMENT INSTALLED IN THE PROPER MANNER AND THE 0 Q , AS INTERPRETED BY THE OWNER/LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REMOVE ALL DAMAGED AND DEFECTIVE PIPE AND EQUIPMENT FROM THE SITE. 2.02 PIPING A. GENERAL PROVISIONS: ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. B. POLYVINYL CHLORIDE PIPE (PVC): (WHERE INDICATED ON PLAN, USE NON -POTABLE PURPLE PIPING.) TO THE REQUIREMENTS OF ASTM DESIGNATION D 2241 1. LATERALS: PVC SHALL CONFORMQ , CLASS 1120 OR 1220. ALL LATERAL PIPING LESS THAN 3" IN DIAMETER SHALL BE CLASS 200 SDR-21. 2. MAIN LINE UNDER PRESSURE: PVC SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION D 2241, CLASS 1120 OR 1220, SCHEDULE 40 WITH BELLED END FOR SOLVENT WELD CONNECTION. 3. PIPE MARKINGS: ALL PVC PIPE SHALL BEAR THE FOLLOWING MARKINGS: a. MANUFACTURER'S NAME b. NOMINAL PIPE SIZE C. SCHEDULE OR CLASS d. PRESSURE RATING OF PSI e. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL f. DATE OF EXTRUSION 2.03 PVCJOINTS A. JOINTS IN PVC PIPE SMALLER THAN 3" SHALL BE SOLVENT WELDED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PIPE MANUFACTURER; THE SOLVENT CLEANER AND WELDING COMPOUND FURNISHED WITH THE PIPE. 2.04 THREADED CONNECTIONS A. THREADED PVC CONNECTIONS SHALL BE MADE UP USING TEFLON TAPE ONLY. B. CONNECTION BETWEEN MAINLINE PIPE FITTINGS AND AUTOMATIC OR MANUAL CONTROL VALVES SHALL BE MADE USING SCHEDULE 80 THREADED FITTINGS AND NIPPLES. 2.05 SOLVENT CEMENT A. GENERAL: PROVIDE SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD PIPE AND FITTINGS RECOMMENDED BY THE MANUFACTURER. PIPE JOINTS FOR SOLVENT WELD PIPE TO BE BELLED END. PIPE JOINTS FOR GASKETED PIPE TO BE INTRICAL RING TYPE. INSERT GASKETS WILL NOT BE ACCEPTED. B. THRUST BLOCKS: MAIN LINE PIPING 3" OR GREATER IN DIAMETER SHALL HAVE THRUST BLOCKS SIZED AND PLACED IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS OR, IN THE ABSENCE OF SPECIFIED RECOMMENDATIONS BY THE PIPE MANUFACTURER. 3000 PSI CONCRETE THRUSTS SHALL BE PROPERLY INSTALLED AT TEES, ELBOWS, 45'S, CROSSES, REDUCERS, PLUGS, CAPS AND VALVES. 2.06 PIPE AND WIRE SLEEVES A. SLEEVES TO BE INSTALLED: 1. THE CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM PIPE AND WIRE SLEEVES CONFORMING TO THE FOLLOWING: a. ALL PIPE SLEEVES SHALL EXTEND A MINIMUM OF 36" BEYOND THE EDGES OF PAVEMENT. b. ALL PIPE SLEEVES TO BE INSTALLED BENEATH FUTURE/EXISTING ROAD SURFACES SHALL BE PVC PIPE SCHEDULE 40 OR JACK AND BORE STEEL PIPE AS PER FOOT SPECIFICATIONS, AND AS SHOWN ON PLANS. C. ALL IRRIGATION SYSTEM WIRES SHALL BE SLEEVED SEPARATELY FROM MAIN OR LATERAL LINES. d. ALL PIPE SLEEVES SHALL BE INSTALLED AT THE MINIMUM DEPTH SPECIFIED FOR MAIN LINES, LATERAL LINES, AND ELECTRIC WIRE. e. CONTRACTOR SHALL COORDINATE ALL PIPE SLEEVE LOCATIONS AND DEPTHS PRIOR TO INITIATING INSTALLATION OF THE IRRIGATION SYSTEM. 2.09 AUTOMATIC CONTROL VALVE A. THE AUTOMATIC REMOTE CONTROL VALVES SHALL BE AS SPECIFIED ON THE PLANS, OR APPROVED EQUAL. 2.10 GATE VALVES A. GATE VALVES FOR 3/4" THROUGH 2-1/2" SHALL BE OF BRASS OR BRONZE CONSTRUCTION, SOLID WEDGE, IPS THREADS, NON -RISING STEM WITH WHEEL OPERATING HANDLE, FOR A CONTINUOUS WORKING PRESSURE OF 150 PSI. B. GATE VALVES FOR 3" AND LARGER: IRON BODY, BRASS OR BRONZE MOUNTED AWWA GATE VALVES, WITH A CLEAR WATERWAY EQUAL TO THE FULL NOMINAL DIAMETER OF THE VALVE, RUBBER GASKET FOR A CONTINUOUS WORKING PRESSURE OF 150P PSI. VALVE SHALL BE EQUIPPED WITH A SQUARE OPERATING NUT. 2.11 VALVE BOXES A. FOR GATE VALVES, USE AMETEK #10-181-014 BOX WITH #10-181-015 LOCKING LID, OR AS PER THE DRAWINGS. B. FOR CONTROL VALVES 3/4" THROUGH 2", THE DRIP VALVE ASSEMBLIES, USE AMETEK #10-181-014 BOX WITH #10-181-015 LOCKING LID, OR SIZED AS NECESSARY TO EFFECTIVELY HOUSE THE EQUIPMENT C. FOR CONTROL WIRING SPLICES, USE AMETEK #10-181-014 BOX WITH #10-181-015 LOCKING LID, OR AS PER THE DRAWINGS. 2.12 IRRIGATION WIRING A. WIRING USED FOR CONNECTING THE ELECTRIC CONTROL VALVES TO THE CONTROLLERS SHALL BE TYPE UF, 600 VOLT, SINGLE STRAND, SOLID COPPER WITH PVC INSULATION 4/64" THICK. SIZE SHALL BE 14 GAUGE, RED FOR "HOT" OR LEAD WIRES, AND COMMON WIRE TO BE 14 GAUGE, WHITE IN COLOR. B. CONTRACTOR SHALL PERFORM AN OHM TEST ON GROUND TO ASSURE ADEQUATE PROTECTION AGAINST SURGES AND INDIRECT LIGHTNING STRIKES. 2.13 MISCELLANEOUS MATERIALS A. DRAINAGE BACKFILL: CLEANED GRAVEL OR CRUSHED STONE, GRADED FROM 1" MAXIMUM TO 3/4" MINIMUM. B. METALIZED UNDERGROUND TAPE: THE DETECTABLE, UNDERGROUND UTILITY MARKING TAPE SHALL CONSIST OF A MINIMUM: 5 MIL (0.005") OVERALL THICKNESS; FIVE-PLY COMPOSITION; ULTRA -HIGH MOLECULAR WEIGHT, 100% VIRGIN POLYETHYLENE; ACID, ALKALINE AND CORROSION RESISTANT; WITH NO LESS THAN 150 POUNDS OF TENSILE BREAK STRENGTH PER 6" WIDTH; COLOR -CODE IMPREGNATED WITH COLOR STABLE, LEAD-FREE, ORGANIC PIGMENTS SUITABLE FOR DIRECT BURIAL. TAPES UTILIZING REPROCESSED PLASTICS OR RESINS SHALL NOT BE ACCEPTABLE. THE DETECTABLE, UNDERGROUND UTILITY MARKING TAPE SHALL HAVE A 35 GAUGE 0.0035" SOLID ALUMINUM FOIL CORE ENCAPSULATED WITHIN A 2.55 MIL 0.00255" POLYETHYLENE BACKING AND A 0.6 MIL (0.006") PET COVER COATING. THE LAMINATE ON EACH SIDE SHALL CONSIST OF A 0.75 MIL (0.00075") LAYER OF HOT LPDE, POLY -FUSING THE "SANDWICH" WITHOUT USE OF ADHESIVES. 2.14 AUTOMATIC CONTROL SYSTEM 1. AN INDEPENDENT STATION CONTROLLER: FURNISH A SOLID STATE CONTROLLER, AS SPECIFIED ON THE PLANS. a. EACH STATION SHALL BE CAPABLE OF TIMING FROM ZERO (0) MINUTE TO 99 MINUTES PER STATION IN ONE (1) MINUTE INCREMENTS. b. EACH STATION SHALL BE CAPABLE OF OPERATING TWO (2) 7VA ELECTRIC VALVE -IN -HEAD SOLENOIDS. C. THE STAND-ALONE CONTROLLER SHALL HAVE TWO (2) POSSIBLE PROGRAMS. d. THE STAND-ALONE CONTROLLER SHALL PROVIDE GLOBAL PERCENTAGE INCREASE/DECREASE (WATER BUDGET) FOR ALL STATIONS SIMULTANEOUSLY, FROM TEN (10) TO TWO HUNDRED (200) PERCENT, IN TEN (10) PERCENT INCREMENTS. e. ALL STATIONS SHALL BE ABLE TO BE TURNED ON/OFF MANUALLY BUY OPERATING TIMING MECHANISM OR BY MANUAL SWITCH AT STATION OUTPUT. f. THE STAND-ALONE CONTROLLER SHALL INCORPORATE AN INTEGRAL MOV SURGE PROTECTION INTO THE TERMINAL BLOCK FOR EACH OF ITS 24 VAC FIELD WIRE OUTPUTS. CONTROLLER POWER INPUT WIRES WILL ALSO INCORPORATE SURGE PROTECTION. g. THE CONTROL PANEL SHALL PROVIDE CONTINUOUS DISPLAY TIME. IT SHALL HAVE ALPHANUMERIC DISPLAYS OF DESCRIPTIVE ENGLISH MENUS AND LEGEND IDENTIFIERS WITH CURSOR SELECTION OF FUNCTION AND PRECISION VALUE ADJUSTMENT BY ROTARY DIAL INPUT. h. THE STAND-ALONE CONTROLLER SHALL BE UL LISTED AND FCC APPROVED. LTHE STAND-ALONE CONTROLLER SHALL HAVE 117 VAC, 60 HZ INPUT, 26.5 VAC, 60 HZ OUTPUT FOR OPERATING 24 VAC SOLENOIDS. j.THE STAND-ALONE CONTROLLER CABINET SHALL BE A LOCKABLE AND WEATHER -RESISTANT OUTDOOR CABINET. MOUNT AS NOTED ON PLANS. k. THE CONTROLLER SHALL BE EQUIPPED WITH LIGHTENING PROTECTION, BY THE CONTRACTOR, ON BOTH THE PRIMARY (120V) AND EACH SECONDARY (24V) CIRCUIT. THE CONTROLLER CIRCUITS SHALL BE GROUNDED TO A COPPER CLAD GROUNDING ROD LOCATED AT EACH CONTROLLER. LTHE CONTROLLER SHALL BE EQUIPPED FOR A WATER CONSERVATION DEVICE. AS SPECIFIED. PART III: EXECUTION 3.01 INSPECTION A. THE CONTRACTOR SHALL EXAMINE THE AREAS AND CONDITIONS UNDER WHICH LANDSCAPE IRRIGATION SYSTEM IS TO BE INSTALLED AND NOTIFY THE LANDSCAPE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. THE CONTRACTOR SHALL PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE LANDSCAPE ARCHITECT. 3.02 PREPARATION A. THE CONTRACTOR SHALL PROVIDE SLEEVES TO ACCOMMODATE PIPING UNDER WALKS OR PAVING. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND INSTALL TO ACCURATE LEVELS PRIOR TO PAVING WORK. CUTTING AND PATCHING OF PAVING AND CONCRETE WILL NOT BE PERMITTED. THE CONTRACTOR SHALL MAINTAIN ALL WARNING SIGNS, SHORING, BARRICADES, FLARES AND RED LANTERNS, AS REQUIRED BY ANY LOCAL CODES, ORDINANCES OR PERMITS. 3.03 TRENCHING AND BACKFILLING A. EXCAVATION: THE CONTRACTOR SHALL STAKE OUT THE LOCATION OF EACH RUN OF PIPE, SPRINKLER HEADS, SPRINKLER VALVES AND ISOLATION VALVES PRIOR TO TRENCHING. EXCAVATION SHALL BE OPEN VERTICAL CONSTRUCTION SUFFICIENTLY WIDE TO PROVIDE FREE WORKING SPACE AROUND THE WORK INSTALLED AND TO PROVIDE AMPLE SPACE OR BACKFILLING AND TAMPING. TRENCHES FOR PIPE SHALL BE CUT TO REQUIRED GRADE LINES, AND COMPACTED TO PROVIDE ACCURATE GRADE AND UNIFORM BEARING FOR THE FULL LENGTH OF THE LINE. THE BOTTOM OF THE TRENCHES SHALL BE FREE OF ROCK OR OTHER SHARP EDGED OBJECTS. MINIMUM COVER SHALL BE AS FOLLOWS: PIPE AND WIRE DEPTH PRESSURE MAINLINE 18" AT TOP OF PIPE FROM FINISH GRADE LATERAL PIPING (ROTOR) 12" AT TOP OF PIPE FROM FINISH GRADE LATERAL PIPING (POP-UP) 12" AT TOP OF PIPE FROM FINISH GRADE CONTROL WIRING SIDE OF MAIN LINE B. MINIMUM CLEARANCES: ALL PIPELINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES FROM EACH OTHER AND FROM LINES OF OTHER CRAFTS. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. NO LATERAL LINE SHALL BE INSTALLED IN THE MAIN -LINE TRENCH 3.04 INSTALLATION OF PIPING A. PVC PIPE AND JOINTS: THE CONTRACTOR SHALL NOT INSTALL SOLVENT WILD PIPE WHEN AIR TEMPERATURE IS BELOW 400 F. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 1. ONLY THE SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER SHALL BE USED. ALL PVC PIPE AND FITTINGS SHALL BE INSTALLED AS OUTLINED AND INSTRUCTED BY THE PIPE MANUFACTURER, AND IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE PIPE MANUFACTURER FOR ANY FIELD ASSISTANCE THAT MAY BE NECESSARY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CORRECT INSTALLATION. 3.05 BACKFILLING PROCEDURES INITIAL BACKFILL ON PVC LINES SHALL BE PULVERIZED NATIVE SOIL, FREE OF FOREIGN MATTER. WITHIN RADIUS OF 4" OF THE PIPE SHALL BE CLEAN SOIL OR SAND. PLANT LOCATIONS SHALL TAKE PRECEDENCE OVER SPRINKLER AND PIPE LOCATIONS. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF TREES AND SHRUBS WITH THE ROUTING OF LINES AND FINAL HEAD LOCATIONS. A. BACKFILL AND COMPACTION: THE CONTRACTOR SHALL LEAVE TRENCHES SLIGHTLY MOUNDED TO ALLOW FOR SETTLEMENT AFTER THE BACKFILLING IS COMPLETED. THE CONTRACTOR SHALL CLEAN THE SITE OF THE WORK CONTINUOUSLY OF EXCESS WASTE MATERIALS AS THE BACKFILLING PROGRESSES, AND LEAVE IN A NEAT CONDITION. NO TRENCHES SHALL BE LEFT OPEN FOR A PERIOD OF MORE THAN 48 HOURS. PROTECT OPEN TRENCHES AS REQUIRED. 1. THE CONTRACTOR SHALL CAREFULLY BACKFILL EXCAVATED MATERIALS APPROVED FOR BACKFILLING, CONSISTING OF EARTH, LOAM, SAND, AND OTHER APPROVED MATERIALS, FREE OF ROCK AND DEBRIS OVER 1" IN SIZE. BACKFILL SHALL BE COMPACTED TO ORIGINAL DENSITY OF SURROUNDING SOIL WITHOUT DIPS, SUNKEN AREAS, OR IRREGULARITIES. 2. THE CONTRACTOR SHALL CONFORM TO DOT REQUIREMENTS FOR METHODS AND REQUIRED COMPACTION PERCENTAGES, FOR ROADS AND PAVING. 3. THE CONTRACTOR SHALL HAND PLACE THE FIRST 6" OF BACKFILL (OR TO TOP OF PIPE) AND HAVE IT WALKED ON SO AS TO SECURE THE POSITION OF THE PIPE AND WIRE. 4. NO WHEEL ROLLING WILL BE ALLOWED. THE CONTRACTOR SHALL REMOVE ROCK OR DEBRIS EXTRACTED FROM BACKFILL MATERIALS AND DISPOSE OF OFFSITE. THE CONTRACTOR SHALL FILL ANY VOIDS LEFT IN BACKFILL WITH APPROVED BACKFILL MATERIALS. B. EXISTING LAWNS: WHERE TRENCHING IS REQUIRED ACROSS EXISTING LAWNS, UNIFORMLY CUT STRIPS OF SOD 6" WIDER THAN TRENCH. THE CONTRACTOR SHALL REMOVE SOD IN ROLLS OF SUITABLE SIZE FOR HANDLING AND KEEP MOISTENED UNTIL REPLANTED. THE CONTRACTOR SHALL REPLANT SOD WITHIN 48 HOURS AFTER REMOVAL, ROLL AND WATER GENEROUSLY. THE CONTRACTOR SHALL RESOD ANY AREAS NOT IN HEALTHY CONDITION EQUAL TO ADJOINING LAWNS 10 DAYS AFTER REPLANTING. C. SEEDED AREA: TRENCHING WILL BE REQUIRED ACROSS EXISTING SEEDED AREAS, PRIMARILY ROADWAY EDGING. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF SEEDING, SECTION 02930 FOR THE RESEEDING OF THE DISTURBED TRENCH AREA. D. PAVEMENTS: JACK AND BORE OR DIRECTIONAL BORE PIPING UNDER PAVING MATERIALS AS PER LOCAL REGULATORY CODES. NO CUTTING AND PATCHING OF PAVEMENT WILL BE PERMITTED. 3.06 VALVES A. ISOLATION VALVES: SHALL BE SIZED CORRESPONDING TO ADJACENT PIPE SIZE. SPECIFIED VALVE BOXES SHALL BE INSTALLED FLUSH WITH FINISH GRADE IN SUCH A MANNER THAT SURFACE FORCES APPLIED TO THEIR EXPOSED AREA WILL NOT BE TRANSMITTED TO THE PIPING IN WHICH THE VALVE IS INSTALLED NOR ANY OTHER PIPING, WIRING OR OTHER LINES IN THE VICINITY OF SAID VALVES. B. GATE VALVES: INSTALL WHERE SHOWN, IN VALVE BOXES. C. ELECTRIC CONTROL VALVES: SHALL BE INSTALLED IN SPECIFIED VALVE BOXES. THE VALVE SHALL HAVE 6" OF 3/4" PEA GRAVEL INSTALLED BELOW THE BOTTOM OF THE VALVE. IF THE VALVE BOX DOES NOT EXTEND TO THE BASE OF THE VALVE, A VALVE BOX EXTENSION SHALL BE INSTALLED. ELECTRIC CONTROL VALVES SHALL BE INSTALLED WHERE SHOWN AND GROUPED TOGETHER WHERE PRACTICAL. THE CONTRACTOR SHALL PLACE NO CLOSER THAN 24" TO WALK EDGES, BIKEWAY EDGES, BUILDINGS AND WALLS. THE CONTRACTOR SHALL ADJUST THE VALVE TO PROVIDE FLOW RATE OR RATED OPERATING PRESSURE REQUIRED FOR EACH SPRINKLER CIRCUIT. 3.07 CONDUIT AND SLEEVES A. CONDUIT AND SLEEVES FOR CONTROL WIRING AND MAIN/LATERAL PIPE: THE CONTRACTOR SHALL PROVIDE AND INSTALL WHERE NECESSARY. CONTRACTOR SHALL COORDINATE LOCATIONS OF PREVIOUSLY INSTALLED SLEEVING WITH THE GENERAL SITE CONTRACTOR. 1. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF SLEEVES WITH WORK OF OTHER DISCIPLINES. 3.08 CONTROLS A. THE CONTRACTOR SHALL CONNECT ELECTRIC CONTROL VALVES TO CONTROLLERS IN A CLOCKWISE SEQUENCE TO CORRESPOND WITH STATION SETTINGS BEGINNING WITH STATIONS 1, 2, 3, ETC. AUTOMATIC CONTROLLERS SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AS NOTED ON THE DRAWINGS. ALL ZONES WILL BE LABELED ON THE CONTROLLER. B. CONTROLLERS SHALL BE EQUIPPED WITH LIGHTNING PROTECTION AND GROUNDED TO A STANDARD 5/8" COPPER CLAD STEEL GROUND ROD DRIVEN A MINIMUM OF 8' INTO THE GROUND AND CLAMPED. C. THE ELECTRICAL SERVICE TO THE CONTROLLERS SHALL BE PERFORMED BY AN ELECTRICAL SUBCONTRACTOR IN COMPLIANCE WITH NEC REQUIREMENTS. 3.09 CONTROL WIRE A. CONTROL WIRING BETWEEN THE CONTROLLER AND ELECTRIC VALVES SHALL BE BURIED IN MAIN LINE TRENCHES OR IN SEPARATE TRENCHES. ELECTRICAL CONNECTION AT VALVE WILL ALLOW FOR PIGTAIL SO SOLENOID CAN BE REMOVED FROM VALVE WITH SUFFICIENT SLACK TO ALLOW ENDS TO BE PULLED 12" ABOVE GROUND FOR EXAMINATION AND CLEANING. B. AN EXPANSION LOOP SHALL BE PROVIDED AT EVERY VALVE AT 100' O.C. EXPANSION LOOP SHALL BE FORMED BY WRAPPING WIRE AT LEAST EIGHT TIMES AROUND A 3/4" PIPE AND WITHDRAWING PIPE. C. THE WIRE SHALL BE BUNDLED AND TAPED EVERY TEN FEET. THE WIRE SHALL BE LAID IN THE TRENCH PRIOR TO INSTALLING THE PIPE BEING CAREFUL TO INSTALL WIRE BENEATH AND 6" TO THE SIDE OF THE MAIN PIPE LINE. D. ELECTRICAL CONNECTIONS TO ELECTRIC CONTROL VALVES SHALL BE MADE WITH RAINBIRD PEN-TITE OR TECHDEL GT-3-GEL - TITE CONNECTORS OR EQUAL. a. POWER CONNECTIONS: ELECTRICAL CONNECTIONS TO POWER AND SIGNAL WIRES SHALL BE MADE USING 3M 82-A2 POWER CABLE SPLICE KITS. 3.10 SPRINKLER HEADS A. GENERAL PROVISIONS: 1. SPRINKLER HEADS SHALL BE INSTALLED AS DESIGNATED ON THE SHOP DRAWINGS. HEADS SHALL BE INSTALLED ON FLEXIBLE PVC. TOP TO BE FLUSH WITH FINISH GRADE OR TOP OF CURB. 2. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE SHOP DRAWINGS (UNLESS DIRECTED BY THE LANDSCAPE ARCHITECT). IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. B. HEAD TYPES: 1. POP-UP- ROTARY SPRINKLER HEADS: SHALL BE INSTALLED ON FLEX JOINT AND BE SET WITH TOP OF HEAD FLUSH WITH FINISH GRADE. HEADS INSTALLED AT CURB SHALL HAVE 6" TO 10" BETWEEN PERIMETER OF HEAD AND CONCRETE. HEADS PLACED AT EDGE OF PAVEMENT HAVING NO CURB SHALL BE INSTALLED 24" FROM EDGE OF PAVEMENT. 2. SPRAY POP-UP SPRINKLER HEADS: SHALL BE INSTALLED ON FLEXIBLE PVC AND BE SET WITH TOP OF HEAD FLUSH WITH FINISHED GRADE. SPRINKLER HEADS PLACED ADJACENT TO CURBS WILL BE INSTALLED 9" FROM CONCRETE. SPRINKLER HEADS PLACED ADJACENT TO PAVEMENT HAVING NO CURB SHALL BE INSTALLED 24" FROM THE EDGE OF PAVEMENT. 3.11 COMPLETION A. FLUSHING: BEFORE SPRINKLER HEADS ARE SET, THE CONTRACTOR SHALL FLUSH THE LINES THOROUGHLY TO MAKE SURE THERE IS NO FOREIGN MATTER IN THE LINES. 1. THE CONTRACTOR SHALL FLUSH THE MAIN LINES FROM DEAD END FITTINGS FOR A MINIMUM OF FIVE MINUTES UNDER A FULL HEAD OF PRESSURE. B. TESTING: THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND OWNER FORTY-EIGHT (48) HOURS IN ADVANCE OF TESTING. 1. PRIOR TO BACKFILLING OF MAIN LINE FITTINGS, CONTRACTOR SHALL FILL THE MAIN LINE PIPING WITH WATER, IN THE PRESENCE OF THE OWNER/LANDSCAPE ARCHITECT, TAKING CARE TO PURGE THE AIR FROM IT BY OPERATING ALL THE SPRINKLER CONTROL VALVES ONE OR MORE TIMES AND/OR SUCH OTHER MEANS AS MAY BE NECESSARY. A SMALL, HIGH PRESSURE PUMP OR OTHER MEANS OF MAINTAINING A CONTINUOUS WATER SUPPLY SHALL BE CONNECTED TO THE MAIN LINE AND SET SO AS TO MAINTAIN 100 PSI IN THE MAIN LINE SYSTEM FOR TWO (2) HOURS WITHOUT INTERRUPTION. WHEN THIS HAS BEEN ACCOMPLISHED AND WHILE THE PRESSURE IN THE SYSTEM IS STILL 100 PSI, LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA STANDARD C-600. PRESSURE READINGS SHALL BE NOTED AND MAKE UP WATER USAGE SHALL BE RECORDED. SHOULD THE RATE OF MAKE UP WATER USAGE INDICATE SIGNIFICANT LEAKAGE, THE SOURCE OF SUCH LEAKAGE SHALL BE FOUND AND CORRECTED AND THE SYSTEM THEN RETESTED UNTIL THE OWNER/LANDSCAPE ARCHITECT IS SATISFIED THAT THE SYSTEM IS REASONABLY SOUND. LATERAL LINE TESTING SHALL BE CONDUCTED DURING THE OPERATING TESTING OF THE SYSTEM BY CHECKING VISUALLY THE GROUND SURFACE UNTIL NO LEAKS IN THIS PORTION OF THE SYSTEM ARE EVIDENT. LEAKS SHALL BE REPAIRED OR PAID FOR BY THE CONTRACTOR AT ANY TIME THEY APPEAR DURING THE WARRANTY PERIOD. 2. ADJUSTMENT AND COVERAGE OF SYSTEM: COORDINATE PRESSURE TESTING WITH ADJUSTMENTS AND COVERAGE TEST OF SYSTEM SO BOTH MAY OCCUR AT THE SAME TIME. THE CONTRACTOR SHALL BALANCE AND ADJUST THE VARIOUS COMPONENTS OF THE SYSTEM SO THAT THE OVERALL OPERATION OF THE SYSTEM IS MOST EFFICIENT. THIS INCLUDES A SYNCHRONIZATION OF THE CONTROLLERS, ADJUSTMENTS TO PRESSURE REGULATORS, PRESSURE RELIEF VALVES, PART CIRCLE SPRINKLER HEADS, AND INDIVIDUAL STATION ADJUSTMENTS ON THE CONTROLLERS. 3.12 WARRANTY A. THE CONTRACTOR SHALL FULLY WARRANT THE LANDSCAPE IRRIGATION SYSTEM FOR A PERIOD OF ONE (1) YEAR AFTER THE WRITTEN FINAL ACCEPTANCE AND WILL RECEIVE A WRITTEN CONFIRMATION FROM THE LANDSCAPE ARCHITECT THAT THE WARRANTY PERIOD IS IN EFFECT. B. DURING THE WARRANTY PERIOD, THE CONTRACTOR WILL ENFORCE ALL MANUFACTURER'S AND SUPPLIER'S WARRANTIES AS IF MADE BY THE CONTRACTOR HIMSELF. ANY MALFUNCTIONS, DEFICIENCIES, BREAKS, DAMAGES, DISREPAIR, OR OTHER DISORDER DUE TO MATERIALS, WORKMANSHIP, OR INSTALLATION BY THE CONTRACTOR AND HIS SUPPLIERS SHALL BE IMMEDIATELY AND PROPERLY CORRECTED TO THE PROPER ORDER AS DIRECTED BY THE OWNER AND/OR LANDSCAPE ARCHITECT. C. ANY DAMAGES CAUSED BY SYSTEM MALFUNCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WHO SHALL MAKE FULL AND IMMEDIATE RESTORATION FOR SAID DAMAGES. w F- O W H m Z cn Z D 0 2 w o D H o 55 w W � H z 0 0 a O J 0 O Q 0 Z w g z a 2 m m w >. W 0 m cl co U N O O Z Q W w ¢w z za w m X. UV ~ 00 o yw WJ W O W m (n} y a¢ = 0o W w J lL =Lo 6aFx �U)a� Li Q 0 Z O L > LLl 0Y I 0 (O cm rn N L "ro 0') Z J Li (o V O w 2 U Z Q Q �_ ow 0° 0 � (n O 00 0 Q � ^,010 j � XNz m Q o I g Z N N O 11111110 > LLJ r� O ~ z O L0 d O= JNIIIIIIIIIIIIIIIIIIIIIM :2 W >_ 0- w w ro cn N S' 0T � N�-- 3:ON ■E 3: :�le U-) -It It U Ln N O Y -, Ln O V) 0 00 of 0 f_ I o LO cn Q >- m >_ m N LLI m o LLJ _ I LLJ _j 0 3 v Y O U W Of _ W O z L•J T� N N TTI VJ O O �� I 0 J _J w W 0 LL W - Q 0 W w a Z O 0 0 2 SHEET NUMBER L-2 51 Q 0 Of O J LL_ U L N a �u 0 f 0 L U C O i F Y r� U 0 N U 6 L N 0 U U 0 U N z U 1: c 1 T i n -�S Z � 0 U < L :a V J N � C N C o ; 0 Q - L L U � TJ C v) N N I ` 0 N :v U a. U n U) U 0 w o V) o � ci I � x� N a U J <, I .f.. Tl '> IY �s Y a O o � u) f+� N u, O � n a U N aUi U n cv U� N cc> O .- t 0 �u -0 x E a) > U 0 L T) C N u� i c: N F= - ,_I U ., U W o. cn � Li l O L z' z O U, � a In a � N cr °' 9 o N J Ui r 'N N U i c) LL w N ai N cn U L U a� N cn � Ill $ Y t U Q O L n � N m U rn N U N O s CL GENERAL IRRIGATION SPECIFICATIONS AND NOTES 2.10 AUTOMATIC CONTROL VALVE The automatic remote control valves shall be as specified on the plans, or approved equal. 2.10 GATE VALVES A. Gate valves for 3/4" through 2-1/2" shall be of brass or bronze construction, solid wedge, IPS threads, non -rising stem with wheel operating handle, for a continuous working pressure of 150 PSI. Gate valves for 3" and larger: Iron body, brass or bronze mounted AWWA gate valves, with a clear waterway equal to the full nomina13.09 CONTROL WIRE A. Control wiring between the controller and electric valves shall be buried in mainline trenches or in separate trenches. Electrical connection at valve will allow for pigtail so solenoid can be removed from valve with sufficient slack to allow ends to be pulled 12" above ground for examination and cleaning. B. An expansion loop shall be provided at every valve at 100' o.c. Expansion loop shall be formed by wrapping wire at least eight times around a 3/4" pipe and withdrawing pipe. C. The wire shall be bundled and taped every ten feet. The wire shall be laid in the trench prior to installing the pipe being careful to install wire beneath and 6" to the side of the main pipe line. D. Electrical connections to electric control valves shall be made with Rainbird Pen-Tite or Techdel GT-3-GEL - Tite connectors or equal. Power Connections: Electrical connections to power and signal wires shall be made using 3M 82-A2 power cable splice kits. E. diameter of the valve, rubber gasket for a continuous working pressure of 150p PSI. Valve shall be equipped with a square operating nut. 2.11 VALVE BOXES A. For gate valves, use AMETEK #10-181-014 box with #10-181-015 locking lid, or as per the drawings. B. For control valves 3/4" through 2", the drip valve assemblies, use AMETEK #10-181-014 box with #10-181-015 locking lid, or sized as necessary to effectively house the equipment C. For control wiring splices, use AMETEK #10-181-014 box with #10-181-015 locking lid, or as per the drawings. 2.12IRRIGATION WIRING A. Wiring used for connecting the electric control valves to the controllers shall be Type UF, 600 volt, single strand, solid copper with PVC insulation 4/64" thick. Size shall be 14 gauge, red for "hot" or lead wires, and common wire to be 14 gauge, white in color. B. Contractor shall perform an ohm test on ground to assure adequate protection against surges and indirect lightning strikes. 2.13MISCELLANEOUS MATERIALS A. Drainage Backfill: Cleaned gravel or crushed stone, graded from 1" maximum to 3/4" minimum. B. Metalized Underground Tape: The detectable, underground utility marking tape shall consist of a minimum: 5 mil (0.005") overall thickness; five-ply composition; ultra -high molecular weight, 100% virgin polyethylene; acid, alkaline and corrosion resistant; with no less than 150 pounds of tensile break strength per 6" width; color -code impregnated with color stable, lead-free, organic pigments suitable for direct burial. Tapes utilizing reprocessed plastics or resins shall not be acceptable. The detectable, underground utility marking tape shall have a 35 gauge (0.0035") solid aluminum foil, core encapsulated within a 2.55 mil (0.00255" )polyethylene backing and a 0.6 mil (0.006„) PET cover coating. The laminate on each side shall consist of a 0.75 mil (0.00075") layer of hot LPDE, poly -fusing the "sandwich" without use of adhesives. 2.14 AUTOMATIC CONTROL SYSTEM An Independent Station Controller: Furnish a solid state controller, as specified on the plans. Each station shall be capable of timing from zero (0) minute to 99 minutes per station in one (1) minute increments. Each station shall be capable of operating two (2) 7VA electric valve -in -head solenoids. The stand-alone controller shall have two (2) possible programs. The stand-alone controller shall provide global percentage increase/decrease (water budget) for all stations simultaneously, from ten (10) to two hundred (200) percent, in ten (10) percent increments. All stations shall be able to be turned on/off manually buy operating timing mechanism or by manual switch at station output. The stand-alone controller shall incorporate an integral MOV surge protection into the terminal block for each of its 24 VAC field wire outputs. Controller power input wires will also incorporate surge protection. The control panel shall provide continuous display time. It shall have alphanumeric displays of descriptive English menus and legend identifiers with cursor selection of function and precision value adjustment by rotary dial input. The stand-alone controller shall be UL listed and FCC approved. The stand-alone controller shall have 117 VAC, 60 Hz input, 26.5 VAC, 60 Hz output for operating 24 VAC solenoids. The stand-alone controller cabinet shall be a lockable and weather -resistant outdoor cabinet. Mount as noted on plans. The controller shall be equipped with lightening protection, by the Contractor, on both the primary (120v) and each secondary (24v) circuit. The controller circuits shall be grounded to a copper clad grounding rod located at each controller. The controller shall be equipped for a water conservation device. as specified. PART III: EXECUTION 3.01 INSPECTION The Contractor shall examine the areas and conditions under which landscape irrigation system is to be installed and notify the Landscape Architect in writing of conditions detrimental to the proper and timely completion of the work. The Contractor shall proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Landscape Architect. 3.02 PREPARATION The Contractor shall provide sleeves to accommodate piping under walks or paving. The Contractor shall coordinate with other trades and install to accurate levels prior to paving work. Cutting and patching of paving and concrete will not be permitted. The Contractor shall maintain all warning signs, shoring, barricades, flares and red lanterns, as required by any local codes, ordinances or permits. 3.03 TRENCHING AND BACKFILLING A. Excavation: The Contractor shall stake out the location of each run of pipe, sprinkler heads, sprinkler valves and isolation valves prior to trenching. Excavation shall be open vertical construction sufficiently wide to provide free working space around the work installed and to provide ample space or backfilling and tamping. Trenches for pipe shall be cut to required grade lines, and compacted to provide accurate grade and uniform bearing for the full length of the line. The bottom of the trenches shall be free of rock or other sharp edged objects. Minimum cover shall be as follows: Pipe and Wire Depth Pressure Mainline 18" at top of pipe from Finish Grade Lateral Piping (rotor) 12" at top of pipe from Finish Grade Lateral Piping (pop-up) 12" at top of pipe from Finish Grade Control Wiring Side of main Line B. Minimum Clearances: All pipelines shall have a minimum clearance of six inches from each other and from lines of other crafts. Parallel lines shall not be installed directly over one another. No lateral line shall be installed in the main -line trench. 3.04 INSTALLATION OF PIPING A. PVC Pipe and Joints: The Contractor shall not install solvent wild pipe when air temperature is below 400 F. Installation shall be in accordance with the manufacturer's instructions. 1. Only the solvent recommended by the pipe manufacturer shall be used. All PVC pipe and fittings shall be installed as outlined and instructed by the pipe manufacturer, and it shall be the Contractor's full responsibility to make arrangements with the pipe manufacturer for any field assistance that may be necessary. The Contractor shall assume full responsibility for the correct installation. 3.05BACKFILLING PROCEDURES Initial backfill on PVC lines shall be pulverized native soil, free of foreign matter. Within radius of 4" of the pipe shall be clean soil or sand. Plant locations shall take precedence over sprinkler and pipe locations. The Contractor shall coordinate the location of trees and shrubs with the routing of lines and final head locations. A. Backfill and Compaction: The Contractor shall leave trenches slightly mounded to allow for settlement after the backfilling is completed. The Contractor shall clean the site of the work continuously of excess waste materials as the backfilling progresses, and leave in a neat condition. No trenches shall be left open for a period of more than 48 hours. Protect open trenches as required. The Contractor shall carefully backfill excavated materials approved for backfilling, consisting of earth, loam, sand, and other approved materials, free of rock and debris over 1" in size. Backfill shall be compacted to original density of surrounding soil without dips, sunken areas, or irregularities. The Contractor shall conform to DOT requirements for methods and required compaction percentages, for roads and paving. The Contractor shall hand place the first 6" of backfill (or to top of pipe) and have it walked on so as to secure the position of the pipe and wire. No wheel rolling will be allowed. The Contractor shall remove rock or debris extracted from backfill materials and dispose of offsite. The Contractor shall fill any voids left in backfill with approved backfill materials. B. Existing Lawns: Where trenching is required across existing lawns, uniformly cut strips of sod 6" wider than trench. The Contractor shall remove sod in rolls of suitable size for handling and keep moistened until replanted. The Contractor shall replant sod within 48 hours after removal, roll and water generously. The Contractor shall resod any areas not in healthy condition equal to adjoining lawns 10 days after replanting. C. Seeded Area: Trenching will be required across existing seeded areas, primarily roadway edging. The Contractor shall conform to the requirements of seeding, Section 02930 for the reseeding of the disturbed trench area. D. Pavements: Jack and bore or directional bore piping under paving materials as per local regulatory codes. No cutting and patching of pavement will be permitted. 3.06 VALVES A. Isolation Valves: Shall be sized corresponding to adjacent pipe size. Specified valve boxes shall be installed flush with finish grade in such a manner that surface forces applied to their exposed area will not be transmitted to the piping in which the valve is installed nor any other piping, wiring or other lines in the vicinity of said valves. B. Gate Valves: Install where shown, in valve boxes. C. Electric Control Valves: Shall be installed in specified valve boxes. The valve shall have 6" of 3/4" pea gravel installed below the bottom of the valve. If the valve box does not extend to the base of the valve, a valve box extension shall be installed. Electric control valves shall be installed where shown and grouped together where practical. The Contractor shall place no closer than 24" to walk edges, bikeway edges, buildings and walls. The Contractor shall adjust the valve to provide flow rate or rated operating pressure required for each sprinkler circuit. 3.07 CONDUIT AND SLEEVES A. Conduit and Sleeves for Control Wiring and Main/Lateral Pipe: The Contractor shall provide and install where necessary. Contractor shall coordinate locations of previously installed sleeving with the General Site Contractor. The Contractor shall coordinate installation of sleeves with work of other disciplines. 3.08 CONTROLS A. The Contractor shall connect electric control valves to controllers in a clockwise sequence to correspond with station settings beginning with Stations 1, 2, 3, etc. Automatic controllers shall be provided and installed by the Contractor as noted on the drawings. All zones will be labeled on the controller. B. Controllers shall be equipped with lightning protection and grounded to a standard 5/8" copper clad steel ground rod driven a minimum of 8' into the ground and clamped. C. The electrical service to the controllers shall be performed by an electrical subcontractor in compliance with NEC requirements. 3.09 CONTROL WIRE A. Control wiring between the controller and electric valves shall be buried in mainline trenches or in separate trenches. Electrical connection at valve will allow for pigtail so solenoid can be removed from valve with sufficient slack to allow ends to be pulled 12" above ground for examination and cleaning. B. An expansion loop shall be provided at every valve at 100' o.c. Expansion loop shall be formed by wrapping wire at least eight times around a 3/4" pipe and withdrawing pipe. C. The wire shall be bundled and taped every ten feet. The wire shall be laid in the trench prior to installing the pipe being careful to install wire beneath and 6" to the side of the main pipe line. D. Electrical connections to electric control valves shall be made with Rainbird Pen-Tite or Techdel GT-3-GEL - Tite connectors or equal. Power Connections: Electrical connections to power and signal wires shall be made using 3M 82-A2 power cable splice kits. 3.10SPRINKLER HEADS A. General Provisions: 1. Sprinkler heads shall be installed as designated on the shop drawings. Heads shall be installed on flexible PVC. Top to be flush with finish grade or top of curb. 2. Spacing of heads shall not exceed the maximum indicated on the shop drawings (unless directed by the Landscape Architect). In no case shall the spacing exceed the maximum recommended by the manufacturer. B. Head Types: 1. Pop-up- Rotary Sprinkler Heads: Shall be installed on flex joint and beset with top of head flush with finish grade. Heads installed at curb shall have 6" to 10" between perimeter of head and concrete. Heads placed at edge of pavement having no curb shall be installed 24" from edge of pavement. 2. Spray Pop-up Sprinkler Heads: Shall be installed on flexible PVC and beset with top of head flush with finished grade. Sprinkler heads placed adjacent to curbs will be installed 9" from concrete. Sprinkler heads placed adjacent to pavement having no curb shall be installed 24" from the edge of pavement. 3.11 COMPLETION A. Flushing: Before sprinkler heads are set, the Contractor shall flush the lines thoroughly to make sure there is no foreign matter in the lines. The Contractor shall flush the main lines from dead end fittings for a minimum of five minutes under a full head of pressure. B. Testing: The Contractor shall notify Landscape Architect and Owner forty-eight (48) hours in advance of testing. Prior to backfilling of main line fittings, Contractor shall fill the main line piping with water, in the presence of the Owner/Landscape Architect, taking care to purge the air from it by operating all the sprinkler control valves one or more times and/or such other means as may be necessary. A small, high pressure pump or other means of maintaining a continuous water supply shall be connected to the main line and set so as to maintain 100 PSI in the main line system for two (2) hours without interruption. When this has been accomplished and while the pressure in the system is still 100 PSI, leakage testing shall be performed in accordance with AWWA Standard C-600. Pressure readings shall be noted and make up water usage shall be recorded. Should the rate of make up water usage indicate significant leakage, the source of such leakage shall be found and corrected and the system then retested until the Owner/Landscape Architect is satisfied that the system is reasonably sound. Lateral line testing shall be conducted during the operating testing of the system by checking visually the ground surface until no leaks in this portion of the system are evident. Leaks shall be repaired or paid for by the Contractor at any time they appear during the warranty period. C. Adjustment and Coverage of System: Coordinate pre ssure testing with adjustments and coverage test of system so both may occur at the same time. The Contractor shall balance and adjust the various components of the system so that the overall operation of the system is most efficient. This includes a synchronization of the controllers, adjustments to pressure regulators, pressure relief valves, part circle sprinkler heads, and individual station adjustments on the controllers. 3.12 WARRANTY A. The Contractor shall fully warrant the landscape irrigation system for a period of one (1) year after the written final acceptance and will receive a written confirmation from the Landscape Architect that the warranty period is in effect. B. During the warranty period, the Contractor will enforce all manufacturer's and supplier's warranties as if made by the Contractor himself. Any malfunctions, deficiencies, breaks, damages, disrepair, or other disorder due to materials, workmanship, or installation by the Contractor and his suppliers shall be immediately and properly corrected to the proper order as directed by the Owner and/or Landscape Architect. C. Any damages caused by system malfunction shall be the responsibility of the Contractor who shall make full and immediate restoration for said damages. 3.13 WELL SPECIFICATION WS-A. REFERENCE: General Provisions of the Contract, including General, Special and Supplementary Conditions and Division One General Requirements, apply to work specified in this section. WS-B. DESCRIPTION OF WORK: A. Furnish all materials equipment, labor, supervision and all related items necessary ry to complete this pha se of the work as indicated on the drawings and/or specified herein. B. Capacity. Provide wells with minimum continuing producing capacity as follows: 70 GPM & 95 GPM C. Extent: Water well work Is shown on drawings. D. Work: Includes furnishing all materials, equipment, labor, supervisors and all related items necessary to complete this phase of work, as indicated on drawings and specified herein. E. Water well: Work is based on following criteria: 1. Type and size of well will be such as to assure a constant flow of water as indicated on irrigation plans. 2. Water shall be sand free with the minimum amount of Iron or tanning possible in a given geographic location. 3. Driven steel case wells shall be driven to a depth into best rock formation - water bearing stratus. 4. Rotary drilled well, PVC cased shall be drilled a minimum of 5 inches larger than the casing diameter. Depth as required to obtain the best water quality available in a given geographic location. 5. A minimum of 20 feet of slotted stainless steel mesh shall extend from bottom of easing and shall be gravel packed. (TREMI-PIPED). 6. Casing shall be grouted to meet all state well drilling codes. 7. Applications and permits for drilling and developing wells. a. Drilling for final water well depth b. Development of wells C. Testing and disinfection d. Setting of pumps and coordination to provide power for pumps F. Site Inspection: Contractor shall acquaint himself with all site conditions. Submission of his proposal shall be considered evidence that the examination has been conducted. Should utilities not shown on the plans be found during excavations, Contractor shall promptly notify the Owner's Represenative for instructions as to further action. Failure to do so will make Contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities not shown In plans. WS-C QUALITY ASSURANCE: A. Protecting Water Quality: Take precautions to prevent contaminated water or water having undesirable physical or chemical characteristics from entering stratum from which well is to draw is supply. Prevent contaminated water, gasoline, etc., from entering well either through opening or by seepage through ground surface. B. Contamination: If well becomes contaminated or water having undesirable physical or chemical characteristics enters well due to neglect, provide casings, seals sterilizing agents or other materials to eliminate contamination or shut off undesirable water. Provide remedial work at no cost to the Owner. C. Exercise Care: In performance of work to prevent breakdown or caving in of strata overlying that from which water is to be drawn. Develop, pump or bail well until water pumped from well is substantially free from sand. D. Protect Work: To prevent either tampering with well or entrance of foreign matter. Upon completion, provide temporary well cap. E. Driller's Requirements: Experienced foreman or driller to be constantly in control of well site and who has authority to take orders from Owner's Representative and, upon request, furnish well drilling information desired by Owner's Representative. F. Abandonment of Drilling: If it becomes necessary to abandon drillings operations before completion of water producing well, follow regulations for abandonment of well as required by local authorities having jurisdiction. Should abandonment of drilling be necessary due to poor workmanship or negligence on part of the Contractor, no compensations will be allowed. Should abandonment of drilling necessary due to inadequate supply of good quality water, or for such other reason that Owner's Representative deems to be no fault of the Contractor, compensation for work will be based o unit prices in contract. WS-D SUBMITTALS: A. Shop Drawings: Submit in accordance with General Conditions of the Contract for construction. Shop drawings shall include manufacturer's product specifications and installation instructions. Include other data as may be required to show compliance with these specifications. Distribute an additional copy of each installation instruction to the Installer. B. Samples, Records and Reports: Take samples of sub -strata formation at ten -foot intervals and at changes in formation throughout entire depth of well. Furnish samples of water -bearing formation to qualified testing laboratory and well screen manufacturer for mechanical sleeve analysis. C. Provide Owner's Representative the following information for record purposes: 8. Casings - diameter, thickness, weight per foot of length, depth below grade 9. Screen - diameter, opening size 10. Pumping test - static water level, maximum safe yield, drawn down at maximum yield 11. Log - formation log indication strata encountered 12. Alignment - certification that well is aligned and plumb within specified tolerances D. Salt Content: If well driller has knowledge that salt content may be present at 2" pilot well will be drilled not to exceed 700 P.P.M. salt content. E. Submit Manufacturer's specifications: installation and start-up instructions, characteristics performance curves with selection points clearly indicated, shop drawings, wiring diagrams, and maintenance data including spare parts lists, for each types in each of the following. WS-E WARRANTY: Provide warranty covering all material, workmanship and performance of well for a period of one (1) year after Final Acceptance. w o w m co M U � w o D F o � w r) = w Z o o Z 0- W z 0 U O ¢ Z W Z 0 m W m o u� o U U p 0 Z ¢ w w ¢W Z z d U) 2U J U U 00 U� F W J w ow m W} wQ a. 0o LU o0 w w ~-iHM Ln can =ir F_ CL Cn z O W ofZ o rn N Q) Z J O UJ U U z Q r Ow m U � C O O (n Q> w 0)af Z rn � �\ Q o I g z N N O oUJ r, z }c�nzo -'war a w W 1 (If J �Cn N Y o� 3 / 51 O� ,'• N N % un o u_ to O p'. - Q w "DO * H ; g 7 v•� a O �y > C Z :2 CL cr U u7 N O Y of n- Ln W O � a Ni- in o Q o m Q N W o LJ Y W _ (n 0 0 U Q C:) U0 O J J J W N=o D � WVJ O a. _J < cn JW J O a. Z Ch W 0 Ch N OLLJ N UN LL_ O I_- U SHEET NUMBER L-252