5,000 s.f. warehouse @ zarzamora and applewhite road
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Open studio architecture, PLLC © 2016All Rights Reserved
THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY THE ARCHITECT AND IS
INTENDED FOR USE ON THIS PROJECT ONLY. THE DRAWING REMAINS THE PROPERTY OF THE
ARCHITECT AND SHALL BE RETURNED TO HIM/HER UPON COMPLETION OF THE
CONSTRUCTION WORK. PURSUANT TO THE ARCHITECTURAL WORKS COPYRIGHT
PROTECTION ACT OF 1990, ALL DRAWINGS, SPECIFICATIONS, IDEAS, AND DESIGNS,
INCLUDING THE OVERALL FORM, ARRANGEMENT, AND COMPOSITION OF THE SPACES, AND
ELEMENTS APPEARING HEREIN, CONSTITUTES THE COPYRIGHT WORK OF THE ARCHITECT. ANY
REPRODUCTION, USE, OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT
PRIOR WRITTEN CONSENT OF THE ARCHITECT IS STRICTLY PROHIBITED.
checked by:
The Finesilver Building816 Camaron, Suite 230
San Antonio, Texas 78212Tel: 210.417.4307
www.openstudio-usa.com
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5,000 S.F. Warehouse @Zarzamora and Applewhite Road
San Antonio, Texas
Permit Set
GENERAL NOTES
PROJECT LOCATION
PROJECT LOCATION
CLIENT
C&M VILLAREAL, FLP216 Market Ave, Suite 215Boerne, TX 78006TEL: __________________Contact: ________________
STRUCTURAL ENGINEER
BEICKER CONSULTANTS2702 N. Loop 1604 E., Suite 201San Antonio, TX 78232TEL: 210.824.2908CONTACT: Roger MartinezEMAIL: [email protected]
ARCHITECT
OPEN STUDIO ARCHITECTURE816 Camaron St., Suite 2.30San Antonio, TX 78212TEL: 210.417.4307Contact: Juan J. RizoEMAIL: [email protected]
DESIGN TEAM
VICINITY MAP
LANDSCAPE ARCHITECT
HORIZON DESIGN1370 Pantheon Way, Suite 210San Antonio, TX 78232TEL: 210.831.8564CONTACT: Jon RobinsonEMAIL: [email protected]
CIVIL ENGINEER
MBC ENGINEERS1035 Central Parkway NorthSan Antonio, TX 78232TEL: 210.545.1122CONTACT: Joe FriesenhahnEMAIL: [email protected]
1. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY, AND WHAT IS REQUIRED BY ONE, ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, OR ELECTRICAL DRAWINGS OR SPECIFICATIONS, ADDENDUM, BULLETINS, OR OTHER DOCUMENT, SHALL BE AS BINDING AS IF REQUIRED BY ALL. CONTRACTOR SHALL USE ONLY COMPLETE SETS OF CONTRACT DOCUMENTS FOR EACH AND EVERY ITEM OF WORK.
2. CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
3. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODE, ORDINANCE, A.D.A., T.A.S AND REGULATIONS OF ALL GOVERNING BODIES.
4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE CODES, ORDINANCES AND STANDARD SPECIFICATIONS OF ALL AGENCIES THAT HAVE THE RESPONSIBILITY OF REVIEWING PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF ALL ITEMS PER THESE PLANS AND SPECIFICATIONS IN THIS LOCALITY.
5. THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS AS REQUIRED FOR CONSTRUCTION OF THIS PROJECT. OWNER WILL PAY FOR BUILDING PERMIT.
6. WHEN ANY EXISTING UTILITY REQUIRES ADJUSTMENT OR RELOCATION, THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY AND COORDINATE HIS WORK ACCORDINGLY. THERE SHALL BE NO CLAIM MADE BY THE CONTRACTOR AND ANY COSTS CAUSED BY DELAYS IN CONSTRUCTION TO THE ADJUSTMENT OR RELOCATION OF UTILITIES.
7. ALL TRAFFIC CONTROLS ON THIS PROJECT SHALL ADHERE TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
8. THE OWNER SHALL NOT BE LIABLE FOR ANY CLAIMS RESULTING FROM ACCIDENTS OR DAMAGES CAUSED BY THE CONTRACTOR’S FAILURE TO COMPLY WITH TRAFFIC AND PUBLIC SAFETY REGULATIONS DURING THE CONSTRUCTION PERIOD.
9. THE CONTRACTOR SHALL CONFINE HIS ACTIVITIES TO THE PROJECT SITE UNDER DEVELOPMENT OR THE EXISTING RIGHT-OF-WAYS, CONSTRUCTION AND PERMANENT EASEMENTS, AND SHALL NOT TRESPASS UPON OTHER PRIVATE PROPERTY WITHOUT THE CONSENT OF THE OWNER OF THE OTHER PROPERTY.
10. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EXCAVATION PROPERLY AND PROVIDE ALL SUITABLE FILL MATERIAL ASAPPROVED BY THE SOILS ENGINEER, AND THE COST SHALL BE INCLUDED IN THE PRICE BID FOR THE RELATED ITEMS.
11. EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND/OR STATE REQUIREMENTS. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT, OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY.
12. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR TO BE FREE FORM DEFECTS IN WORKMANSHIP AND MATERIALS AND IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THAT THE CONTRACTOR SHALL REPLACE OR REPAIR ANY WORK OR MATERIAL FOUND TO BE DEFECTIVE.
13. CONTRACTOR SHALL VERIFY THAT THE PLANS AND SPECIFICATIONS THAT HE IS USING ARE THE VERY LATEST PLANS AND SPECIFICATIONS.
14. SHOULD THE CONTRACTOR ENCOUNTER CONFLICTS BETWEEN THESE PLANS AND SPECIFICATIONS, EITHER AMONG THEMSELVES OR WITH THE REQUIREMENTS OF ANY AND ALL REVIEWING AND PERMIT ISSUING AGENCIES, HE SHALL SEEK CLARIFICATION IN WRITING FROM THE ARCHITECT BEFORE COMMENCEMENT OF CONSTRUCTION. FAILURE TO DO SO SHALL BE AT SOLE EXPENSE TO THE CONTRACTOR.
15. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURE AT THE SITE. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY THE OWNER OF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAK OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED, IF EXISTING UTILITY CONSTRUCTION CONFLICTS WITH REQUIREMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED.
16. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURER’S WRITTEN INSTRUCTIONS EXCEPT THAT THE SPECIFICATIONS, WHERE MORE STRINGENT, SHALL GOVERN.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL TAPS, EXTENSIONS, WATER AND ELECTRICITY FOR ALL PROJECT FUNCTIONS, OFFICE, STORAGE, ETC.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HIS OWN TELEPHONE, FAX MACHINE, TOILET, VALVES, OR OTHER DEVICES NECESSARY TO RUN POWER TOOLS AND EQUIPMENT. SUCH MODIFICATIONS TO EXISTING UTILITIES SHALL BE REMOVED AT COMPLETION OF THE PROJECT.
19. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT IN A TIMELY MANNER THAT WILL ALLOW NOT LESS THAN TEN DAYS FOR REVIEW. THE GENERAL CONTRACTOR SHALL SUBMIT CORRECT NUMBER REQUIRED, BUT NOT LESS THAN FOUR COPIES.
20. THE GENERAL CONTRACTOR SHALL PROVIDE STREET NUMBERING ON THE BUILDING INCOMPLIANCE WITH LOCAL AUTHORITY.
21. ALL PENETRATIONS THRU WALLS SHALL BE SEALED AIR/WATER TIGHT AND CAULKED WITH TWO PART SEALANT EACH SIDE.
22. THE GENERAL CONTACTOR SHALL PROVIDE ONE COPY OF AS-BUILT DRAWINGS TO THE OWNER AT THE COMPLETION OF THE PROJECT. AS-BUILT DRAWINGS SHALL BE KEPT ON THE JOB AT ALL TIMES AND UPDATED THROUGHOUT THE CONSTRUCTION PHASE.
23. UNLESS NOTED OTHERWISE, SITE PLAN DIMENSIONS, ARE TO FACE OF CURB. FLOOR PLAN DIMENSIONS ARE TO FACE OF STUDS, FRAMING, MASONRY, CONCRETE WALL PANELS, OR FOUNDATION WALLS.
24. SPECIAL INSTRUCTIONS NOTE:AT THE COMPLETION OF CONSTRUCTION, A FINAL REPORT OF REQUIRED SPECIAL INSPECTIONS (PREPARED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE) CONFIRMS THAT THE LISTED REQUIRED SPECIAL INSPECTIONS HAVE BEEN CONDUCTED AND COMPLETED WILL BE SUBMITTED TO THE BUILDING OFFICIAL, VIA THE OWNER. IT IS OUR UNDERSTANDING THAT A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED BY THE CITY OF SAN ANTONIO UNTIL THIS FINAL REPORT IS RECEIVED. REFER TO DOCUMENT LABELED “DETERMINATION OF REQUIRED SPECIAL INSPECTIONS” AS WELL AS STRUCTURAL SHEET OR REQUIRED INSPECTIONS. IT IS THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE DOCUMENTATION THAT ALL REQUIRED INSPECTIONS HAVE BEEN CONDUCTED AND ALL REPORTED NON-COMPLYING ITEMS HAVE BEEN RESOLVED.
25. GOVERNING CODE AND FIRE DEPARTMENT, FIELD INSPECTORS SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS.
26. ALL EXPOSED ELECTRICAL EQUIPMENT, CONDUITS, PLUMBING LINES, ETC. SHALL BE PAINTED W/MIN (2) COATS OF PAINT TO MATCH ADJACENT SURFACES.
27. KNOX BOX-LOCATE PER LOCAL FIRE DEPARTMENT REQUIREMENTS.
INDEX OF DRAWINGS
NUMBER NAME ADDEN #1 ADDEN #2 REV 1 REV 2
00 GENERALG101 COVER SHEET
01 CIVILC1 COVER PAGEC2 FIRE PROTECTION PLANC3 SITE PLANC4 GRADING PLANC5 UTILITY PLANC6 EROSION CONTROL PLANC7 SITE DETAILS
02 LANDSCAPEL1.0 LANDSCAPE PLANTING PLANL1.1 ENLARGED LANDSCAPE PLANTING PLANL2.0 LANDSCAPE SPECIFICATIONSLI1.0 IRRIGATION NOTESLI1.1 IRRIGATION PLANLI2.1 IRRIGATION DETAILSLI2.2 IRRIGATION DETAILS
05 ARCHITECTURAL.AS101 ARCHITECTURAL SITE PLANA101 RESTROOM FLOOR PLANA201 EXTERIOR ELEVATIONS
06 STRUCTURALS1.1 FOUNDATION PLAN AND DETAILS
LOCATION MAP
CODE ANALYSIS
SHELL BUILDING
5,000 SF
2015 IBC w/ SAN ANTONIO AMENDMENTS2015 IFC w/ SAN ANTONIO AMENDMENTS2015 IMC w/ SAN ANTONIO AMENDMENTS2015 IPC w/ SAN ANTONIO AMENDMENTS
2014 NEC w/ SAN ANTONIO AMENDMENTS2015 IECC w/ SAN ANTONIO AMENDMENTS
DESCRIPTION..............................................................................
TOTAL BUILDING AREA.........................................................................
BUILDING CODE..............................................................................FIRE CODE.........................................................................................MECHANICAL CODE.........................................................................PLUMBING CODE.............................................................................ELECTRICAL CODE................................................................
APPLICABLE CODES
ENERGY CODE...........................................................................
EXIT CALCULATIONS:
PER IBC SECTION 1005.1
EXIT WIDTH REQUIRED..........................................................
EXIT WIDTH PROVIDED....................................................................
MIN. NUMBER OF EXITS(PER TABLE 1006.3.1)..........................................................
NUMBER OF EXITS PROVIDED...........................................
(108 x 0.2) =21.6"
2
3
108"
ALLOWABLE AREA:
PER IBC TABLE 503
OCCUPANCY..........................................................
CONSTRUCTION TYPE...................................................................
MAXIMUM HEIGHT..........................................................
MAXIMUM STORIES...........................................
GROUP S1 - STORAGE
55' - 0"
2 STORIES
II-B
MAXIMUM AREA........................................... 17,500 PER STORY
ConstructionType Sprinkled
MaximumDead EndPassage
Maximum Common Path ofTravel
II-B Un-Sprinkled 20' - 0" 75' - 0"
1City Comment
Revisions
Number Description Date
1 City Comment 040417
RECESSED ASYMMETRICAL LINEAR SLOT (ARROW INDICATES DIRECTION OF LIGHT)
LIGHTING POWER
DUPLEX RECEPTACLE
GROUND FAULT RECEPTACLE
GFCI
RECESSED FLOOR DUPLEX RECEPTACLE
QUADRAPLEX RECEPTACLE
ABOVE COUNTER RECEPTACLE
AC
DATA OUTLET
TELEPHONE OUTLET
DATA / TELEPHONE OUTLETSURFACE MOUNTED CYLINDER
RECESSED DOWNLIGHT
SUSPENDED CIRCULAR PENDANT
SUSPENDED LINEAR PENDANT
RECESSED 24X48 GRID CEILING
EXIT SIGN W/ ARROW - WALL MOUNTED
CONTROLS
SINGLE POLE SWITCH
THREE WAY SWITCH3
FOUR WAY SWITCH4
OCCUPANCY SENSOR SWITCHOC
DIGITAL SWITCHD
FAN SWITCHF
RECESSED 24X48 GRID CEILING W/ EMERGENCY
RECESSED 12X48 GRID CEILING
RECESSED 12X48 GRID CEILING W/ EMERGENCY
RECESSED 24X24 GRID CEILING
RECESSED 24X24 GRID CEILING W/ EMERGENCY
RECESSED DOWNLIGHT W/ EMERGENCY
SUSPENDED CIRCULAR PENDANT W/ EMERGENCY
WIRES
UNDERGROUND / UNDER FLOOR CIRCUIT WIRING
ABOVE GROUND CIRCUIT WIRING
HOME RUN CIRCUIT
PHASE "HOT" CONDUCTOR
NEUTRAL CONDUCTOR
EQUIPMENT GROUND
EXHAUST FANEF
RECESSED FLOOR DUPLEX RECEPTACLE / DATA OUTLET
JUNCTION BOXJ
RECESSED FLOOR JUNCTION BOXJ
CEILING FAN
TIMER SWITCHT
RECESSED WALLWASH DOWNLIGHT (ARROW INDICATES DIRECTION OF LIGHT)
SURFACE MOUNTED CYLINDER W/ EMERGENCY
SURFACE MOUNTED LINEAR FIXTURE
SURFACE MOUNTED LINEAR FIXTURE W/ EMERGENCY
SUSPENDED LINEAR PENDANT W/ EMERGENCY
WALL MOUNTED SCONCE
WALL MOUNTED SCONCE W/ EMERGENCY
UNDERCABINET FIXTURE
SUSPENDED RECTANGULAR PENDANT
SUSPENDED RECTANGULAR PENDANT W/ EMERGENCY
WALLPACK
WALLPACK W/ EMERGENCY
POLE MOUNTED AREA LIGHT
POLE MOUNTED AREA LIGHT - BACK TO BACK CONFIGURATION
WEATHER PROOF RECEPTACLE
WP
DOUBLE-POLE RECEPTACLE
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GENERAL NOTESABBREVIATIONSSYMBOLS
ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION(NOTE: ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON DRAWINGS) 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT INTERNATIONAL CODES AND THE REQUIREMENTS STATED IN THE APPLICABLE SECTIONS OF THE NATIONAL FIRE CODES (NFPA STANDARDS) CURRENT AT THE TIME OF CONSTRUCTION. AMENDMENTS TO THESE CODES AS SET FORTH BY THE AUTHORITY HAVING JURISDICTION SHALL SUPERSEDE THE INTERNATIONAL CODES AND NFPA STANDARDS AS ISSUED.
2. INTERRELATION BETWEEN THE DRAWINGS: IN THE EVENT OF A CONFLICT BETWEEN A DETAIL AND A FLOOR PLAN, THE LARGER SIZE, QUANTITY, LENGTH OR OPTIONS SHALL BE REQUIRED. IN THE EVENT OF A CONFLICT BETWEEN WHAT IS SHOWN ON THE FLOOR PLAN AND A KEYED NOTE, THE KEYED NOTE SHALL GOVERN. IN ALL CASES, THE ENGINEER OF RECORD SHALL BE THE INTERPRETER OF THE DOCUMENTS.
3. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND TO VERIFY LOCATIONS AND SIZES OF EXISTING EQUIPMENT, CONDUCTORS, ETC. SUBMITTAL OF A BID SHALL SIGNIFY WILLINGNESS TO COMPLY WITH THE CONSTRUCTION DOCUMENTS AND ACCEPTANCE OF ON-SITE CONDITIONS AS THEY EXIST.
4. THE EXISTENCE AND LOCATION OF UTILITIES, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS AND OTHER CONSTRUCTION INDICATED AS EXISTING ARE NOT GUARANTEED. BEFORE BEGINNING WORK, INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER CONSTRUCTION AFFECTING THE WORK.
5. COOPERATE FULLY WITH SEPARATE CONTRACTORS SO WORK ON THOSE CONTRACTS MAY BE CARRIED OUT SMOOTHLY, WITHOUT INTERFERING WITH OR DELAYING WORK UNDER THIS CONTRACT. COORDINATE THE WORK OF THIS CONTRACT WITH WORK PERFORMED UNDER SEPARATE CONTRACTS.
6. DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED BY THE OWNER. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A MINIMUM 72 HOUR NOTIFICATION, UNLESS OTHERWISE NOTIFIED.
7. THE DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL NOT BE SCALED. NOT ALL NEC REQUIRED ITEMS SUCH AS RACEWAYS, CONDUCTORS, GROUNDING SYSTEMS, ETC. CAN BE SHOWN. FURNISH AND INSTALL RACEWAYS, CONDUCTORS, ETC. AS REQUIRED FOR A COMPLETE, FUNCTIONAL, AND COMPLIANT SYSTEM.
8. THE INSTALLER IS RESPONSIBLE FOR COORDINATING WITH OTHER TRADES. THE INSTALLER SHALL NOT INSTALL OR FABRICATE ANY WORK SHOWN UNTIL ALL SUCH WORK IS FULLY COORDINATED. FURNISH AND INSTALL ADDITIONAL RACEWAYS, CONDUCTORS, ETC. AS REQUIRED TO COORDINATE THE INSTALLATION WITH OTHER TRADES AS PART OF THE WORK.
9. TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. RECHECK MEASUREMENTS BEFORE INSTALLING EACH PRODUCT. WHERE PORTIONS OF THE WORK ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION. COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK. FURNISH AND INSTALL ADDITIONAL RACEWAYS, CONDUCTORS, ETC. AS REQUIRED TO ACCOMMODATE FIELD CONDITIONS AS PART OF THE WORK.
10. THE WORK SHALL BE SUPERVISED BY A MASTER ELECTRICIAN TO ASSURE THAT ALL WORK IS INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND THE CONSTRUCTION DOCUMENTS.
11. ACCESS PANELS ARE REQUIRED IN GYP BOARD CEILINGS FOR ALL J-BOXES, PULL BOXES, ETC. ACCESS PANELS SHALL BE 16 GAGE PAINTABLE STEEL CONSTRUCTION WITH A PIANO HINGED DOOR, FLANGE FRAME, WALL SLEEVE AND KEY LOCK. PANELS IN EXPOSED, FINISHED TILED AREAS SHALL HAVE THE SAME CONFIGURATION BUT BE CONSTRUCTED FROM STAINLESS STEEL. ACCESS PANELS IN FIRE RATED ASSEMBLIES SHALL HAVE THE SAME RATING AS THE ASSEMBLY.
12. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND MOUNTING OF LIGHTING FIXTURES.
13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE TO THE PROPER SIDE OF THE DOOR ANY SWITCH, RECEPTACLE OR DEVICE BEING AFFECTED BY ANY CHANGE IN DIRECTION OF DOOR SWINGS AS SHOWN ON THE ARCHITECTURAL FLOOR PLAN.
14. MECHANICAL EQUIPMENT SIZES ARE AS DESIGNED, BREAKERS, CONDUIT, STARTERS, CONDUCTORS, ETC., SHALL BE ADJUSTED TO THE EQUIPMENT SUBMITTED FOR INSTALLATION ON THIS PROJECT.
15. REMOTE MOUNTED MOTORS SHALL BE PROVIDED WITH RECEPTACLES AND PLUGS OR DISCONNECT SWITCHES TO BE COMPATIBLE WITH THE CONSTRUCTION TYPE AND THE NEC.
16. EACH MOTOR BEING INSTALLED ON THIS CONTRACT SHALL BE PROVIDED WITH THERMAL PROTECTION IN EITHER A MANUAL OR MAGNETIC STARTER. THERMAL ELEMENTS SHALL BE SIZED IN ACCORDANCE WITH THE NEC AND INSTALLED ACCORDING TO THE NAMEPLATE FULL LOAD AMP RATING OF THE MOTOR.
17. KILOWATT (KW) RATINGS FOR EQUIPMENT MOTOR LOADS ARE AS DESIGNED WITH 90% POWER FACTOR RATING ASSUMED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INCREASING THE SIZE, AS REQUIRED, OF ALL FEEDERS AND PROTECTIVE DEVICES SERVING ANY ITEMS OF EQUIPMENT SUPPLIED WITH POWER FACTOR RATINGS LESS THAN 90% EFFICIENCY.
18. IN ALL AREAS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN THE ELECTRICAL AND MECHANICAL TRADES TO PROVIDE CLEARANCE ABOVE CEILING BETWEEN RECESSED LIGHTING FIXTURES AND THERMAL INSULATION OR DUCTWORK IN ACCORDANCE WITH THE NEC, PARAGRAPH 410-66.
19. A CIRCUIT SHALL BE DEFINED TO INCLUDE ALL OF THE FOLLOWING: CONDUIT, CONDUCTORS, BOXES, WIRING DEVICES, COVERPLATES, WIREWAYS, ETC.
20. MULTIWIRE BRANCH CIRCUITS AS DEFINED BY THE NATIONAL ELECTRICAL CODE SHALL NOT BE USED. A DEDICATED NEUTRAL CONDUCTOR SHALL BE RUN FOR EACH BRANCH CIRCUIT, UNLESS OTHERWISE NOTIFIED.
21. LABEL EACH JUNCTION/PULL BOX COVER PLATE WITH THE CIRCUIT NUMBER OF THE CIRCUITS IT CONTAINS. LABEL EACH EXITING CONDUIT AT THE POINT WHERE IT EXITS THE JUNCTION BOX WITH THE CIRCUIT NUMBER IT CONTAINS. IF THE RACEWAY SYSTEM IS IN AN EXPOSED AREA LABEL THE INSIDE OF THE JUNCTION/PULL BOX COVER PLATE ONLY.
22. MAINTAIN EXISTING BUILDING IN A WEATHERTIGHT CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. REPAIR DAMAGE CAUSED BY CONSTRUCTION OPERATIONS. PROTECT BUILDING AND ITS OCCUPANTS DURING CONSTRUCTION PERIOD.
23. THE CONTRACTOR SHALL PROVIDE A COMPLETE CIRCUIT DIRECTORY FOR EVERY ELECTRICAL PANEL, INDICATING THE ROOM/LOCATION AND THE TYPE OF DEVICE/EQUIPMENT SERVED BY EACH CIRCUIT.
∆+72
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HWHZ
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KCMILK/OKVAKVARKW
LFMC
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MAINTMAUMAXMCMCBMCCMDMDPMFRMISCMLOMODMTDMTGMTS
NN/ANCNECNFNICNLNMNONRTLNTS
O2OHD
PPBPCPEPH ɸPIVPNLPPPRPRIPTPVCPWR
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SSCHSDSESECSIGSNSPSPKRSPLSSSTPSTLSUSPSWSWBD
TCTCI
TCPTELTEL/DATATEMPTERMTVTYP
UCUGUHUOIUPSUTILUTP
V
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WW/WHWP
XFMR
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DELTAMOUNTING UNITS TO CENTERLINE ABOVE FINISHED FLOOR OR GRADEONE POLETWO POLETHREE POLEFOUR POLEONE POLE, ONE WIREONE POLE, TWO WIRETWO POLE, TWO WIRETWO POLE, THREE WIRETHREE POLE, TWO WIRETHREE POLE, THREE WIRETHREE POLE, FOUR WIREFOUR POLE, FOUR WIRE
AMPEREABOVE COUNTERAMP FRAMEARC FAULT CIRCUIT INTERRUPTERABOVE FINISHED FLOORABOVE FINISHED GRADEAIR HANDLING UNITAMPERE INTERRUPTING CAPACITYALUMINUMAMP SWITCHAMP TRIPAUTOMATIC TRANSFER SWITCHARCHITECTAUDIOMETER BOX CONNECTIONAUXILIARYAUDIO VISUALAMERICAN WIRE GAUGE
BUILDING
CONDUITCAMERACATALOGCABLE TELEVISIONCIRCUIT BREAKERCIRCUITCOLUMNCURRENT TRANSFORMERCOPPERCENTERLINE
DIRECT CURRENTDETECTORDISCONNECTDISTRIBUTIONDOWNDRAWING
WIRED ON EMERGENCY CIRCUITEACHELECTRICAL CONTRACTOREXHAUST FANELECTRIC(AL)EMERGENCYELECTRIC METALLIC TUBINGENCLOSUREEND OF LINEEMERGENCY POWER OFFEQUIPMENTELECTRIC WATER COOLERELECTRIC WATER HEATEREXISTING
FLUSHFIRE ALARMFURNISHED BY OTHERSFIRE PROTECTION CONTRACTORFAN COIL UNITFOUNDATIONFIXTUREFULL LOAD AMPSFLEXIBLEFLOORFLEXIBLE METALLIC CONDUITFIBERGLASS REINFORCED EPOXYFURNITURE
GENERAL CONTRACTORGENERATORGROUND FAULT INTERRUPTERGROUND FAULT PROTECTION EQUIPGROUNDEDGALVANIZED RIGID CONDUIT
HEIGHTHORSEPOWERHIGH VOLTAGEHEATING, VENTILATION, AND AIR CONDITIONINGHOT WATERHERTZ (CYCLES PER SECOND)
INDIVIDUAL ADDRESSABLE MODULEINTERCOMMUNICATIONIDENTIFICATIONISOLATED GROUNDINTERMEDIATE METAL CONDUITPASSIVE INFRARED
JUNCTION BOX
THOUSAND CIRCULAR MILSKNOCK-OUTKILOVOLT AMPEREKILOVOLT AMPERE REACTIVEKILOWATT
LIQUIDTIGHT FLEXIBLE METALLIC CONDUITLIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUITLIGHTING PANELLIMIT SWITCHLIGHTINGLOW VOLTAGE
MAINTAINEDMAKE-UP AIR UNITMAXIMUMMETAL CLAD CABLEMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMOTORIZED DAMPERMAIN DISTRIBUTION PANELMANUFACTURERMISCELLANEOUSMAIN LUGS ONLYMOTOR OPERATED DISCONNECT SWITCHMOUNTEDMOUNTINGMANUAL TRANSFER SWITCH
NORTHNOT APPLICABLENORMALLY CLOSEDNATIONAL ELECTRICAL CODENON-FUSEDNOT IN CONTRACTNIGHT LIGHTNONMETALLIC SHEATHED CABLENORMALLY OPENNATIONALLY RECOGNIZED TESTING LABNOT TO SCALE
OXYGENOVERHEAD DOOR OPERATOR
POLEPULL BOXPLUMBING SYSTEM CONTRACTORPRIMARY SERVICEPHASEPOST INDICATING VALVEPANEL(BOARD)POWER PANELPAIRPRIMARYPOTENTIAL TRANSFORMERPOLYVINYL CHLORIDE CONDUITPOWER
REMOVE EXISTINGRECESSEDRECEPTACLEROOF EXHAUST FANRELOCATE EXISTINGROOMRIGID METAL CONDUITRIGID STEEL CONDUITROOFTOP UNIT
SURFACE MOUNTEDSCHEDULESMOKE DAMPERSECONDARY ELECTRIC SERVICESECONDARYSIGNALSOLID NEUTRALSPARESPEAKERSPLICESTAINLESS STEELSHIELDED TWISTED PAIRCARBON STEELSUSPENDEDSWITCHSWITCHBOARD
TELEPHONE CABINETTELECOMMUNICATIONS CABLING INSTALLERTEMPERATURE CONTROL PANELTELEPHONETELEPHONE/DATATEMPORARYTERMINAL(S)TELEVISIONTYPICAL
UNDER COUNTERUNDERGROUNDUNIT HEATERUNLESS OTHERWISE INDICATEDUNINTERRUPTIBLE POWER SOURCEUTILITYUNSHIELDED TWISTED PAIR
VOLT
Y WYE
W WATTW/ WITHWH WATTHOURWP WEATHERPROOF
TRANSFORMER
ZONE ADAPTER MODULE
℄
D ELTA D ESC R IPT IO N D A TE
23 Feb 2017
02/23/2017
PC
OC
GFCI
GF
CI
GF
CI
GFCI
GF
CI
GF
CI
GFCI
J
J
LBE
LB
LB
LBE
LBE
LBE
LB
LBE
LA
LAE
LA
LA
LAE
LAE
LDP1-2
LDP1-5
1 TYP OF 8
2 TYP OF 6
3
LDP1-1
LCE
4
1PANEL 'LDP1'
LDP1-3
INSTANTANEOUS WATER HEATER
LDP1-4
LDP1-1
EXHAUST FAN
LDP1-6,8
GFCI
DA
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JOB:
DATE:
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DESIGN:
PEER:
SHEET:
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OTHER:
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GENERAL NOTES (LIGHTING)
1. REFERENCE SHEET E1.0 FOR LEGENDS, SYMBOLS, ABBREVIATIONS AND FURTHER GENERAL NOTES.
2. REFERENCE SHEET E3.1 FOR THE LIGHTING FIXTURE SCHEDULE AND RELAY PANEL SCHEDULE.
3. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES PRIOR TO THE INSTALLATION OF ELECTRICAL CONDUIT, PANELS, RECEPTACLES, FIXTURES, AND EQUIPMENT.
4. PROVIDE UNSWITCHED "HOT" LEG TO EMERGENCY AND EXIT LIGHTING FROM LINE SIDE OF RELAY IN RELAY PANEL CONTROLLING NORMAL LIGHTING FIXTURES ON SAME CIRCUIT.
5. INCREASE CIRCUIT CONDUCTOR SIZES, WHERE AS REQUIRED AND AS SPECIFIED IN THE VOLTAGE DROP AND FEEDER SCHEDULES ON SHEET E3.1.
GENERAL NOTES (POWER)
1. REFERENCE SHEET E1.0 FOR LEGENDS, SYMBOLS, ABBREVIATIONS AND FURTHER GENERAL NOTES.
2. REFERENCE SHEET E3.1 FOR THE LIGHTING FIXTURE SCHEDULE AND RELAY PANEL SCHEDULE.
3. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES PRIOR TO THE INSTALLATION OF ELECTRICAL CONDUIT, PANELS, RECEPTACLES, FIXTURES, AND EQUIPMENT.
4. PROVIDE UNSWITCHED "HOT" LEG TO EMERGENCY AND EXIT LIGHTING FROM LINE SIDE OF RELAY IN RELAY PANEL CONTROLLING NORMAL LIGHTING FIXTURES ON SAME CIRCUIT.
5. INCREASE CIRCUIT CONDUCTOR SIZES, WHERE AS REQUIRED AND AS SPECIFIED IN THE VOLTAGE DROP AND FEEDER SCHEDULES ON SHEET E3.1.
KEYED NOTES #
1. INSTALL BOTTOM OF LIGHT FIXTURE 17'AFF.
2. INSTALL BOTTOM OF LIGHT FIXTURE 19'AFF.
3. MOUNT PHOTOCELL 36" BELOW EAVE FACING NORTH.
4. INSTALL BOTTOM OF LIGHT FIXTURE 9'AFF.
5. EXHAUST FAN CONTROLLED BY LIGHT SWITCH IN RESTROOM.
SCALE: 1/8" = 1'-0"1
LIGHTING FLOOR PLANSCALE: 1/8" = 1'-0"
2POWER FLOOR PLAN
5
D ELTA D ESC R IPT IO N D A TE
1 COSA Review 03/15/17
03/15/2017
CPS APPROVED METER SOCKET MOUNTED ON BUILDING. COORDINATE METER LOCATION AND ADDITIONAL POLES WITH CPS ENERGY. SEE DETAILS 11 AND 12 ON SHEET E4.1 FOR BUILDING MOUNTED METER OPTIONS.
LDP1
3#3/0 IN 2"C
TO POLE MOUNTED
UTILITY TRANSFORMER
#2 GEC. SEE DETAIL 3/E4.1
DA
TE:
JOB:
DATE:
FIL
E:
REVISIONS:
DRAWN:
DESIGN:
PEER:
SHEET:
PM:
DM:
OTHER:
3/
15
/2
01
7 4
:09
:05
PM
C:\
Us
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Notes:
Total Est. Demand - N.C.: 26 A
Lighting 935 VA 125.00% 1169 VA Non-Coincident Loads: 0 A
Receptacle 1440 VA 100.00% 1440 VA Total Est. Demand: 26 A
Other 0 VA 0.00% 0 VA Total Conn.: 25 A
HVAC 36 VA 100.00% 36 VA Total Est. Demand: 6238 VA
Equipment 3600 VA 100.00% 3600 VA Total Conn. Load: 6006 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 23 A 27 A
Total Load: 2767 VA 3240 VA
11 Space -- -- 0 0 -- -- Space 12
9 Space -- -- 0 0 -- -- Space 10
7 Space -- -- 0 1800 8
5 INTERIOR LIGHTING 20 A 1 600 18002 25 A INSTANTANEOUS WATER HEATER
6
3 RECEPTACLES 20 A 1 1260 180 1 20 A RESTROOM RECEPTACLE 4
1 RESTROOM LIGHTING AND EF 20 A 1 69 312 1 20 A EXTERIOR LIGHTING 2
CKT Circuit Description Trip Poles A B Poles Trip Circuit Description CKT
Notes:
Enclosure: NEMA 3R MCB Rating: 200 A
Mounting: Recessed Wires: 3 Mains Rating: 200 A
Supply From: Phases: 1 Mains Type: MCB
Location: Volts: 240/120 Single A.I.C. Rating: 10 KAIC
Branch Panel: LDP1
LIGHTING FIXTURE SCHEDULE
TAG QTY DESCRIPTION MANUFACTURER MODEL VOLT LAMP WATTS CCT NOTES
LA 3 LED LOW BAY LITHONIA IBL - 12L - WD - LP835 120 12,000 LM LED 100.0 W 4200 K
LAE 3 LED LOW BAY W/ BATTERY BACKUP LITHONIA IBL - 12L - WD - LP835 - I2412 120 12,000 LM LED 100.0 W 4200 K
LB 3 LED WALL PACK LITHONIA TWH - LED - 10C - 1000 - 40K - T3M - MVOLT - DDBXD 120 3,000 LM LED 39.0 W 4000 K
LBE 5 LED WALL PACK W/ BATTERY BACKUP LITHONIATWH - LED - 10C - 1000 - 40K - T3M - MVOLT - ELSW -DDBXD
120 3,000 LM LED39.0 W
4000 K
LCE 12X4 SURFACE MOUNT LED W/ BATTERYBACKUP
LITHONIA 2BLT4 - 40L - ADP - EZ1 - LP840 - EL7L 120 4,000LM LED34.0 W
4000 K
TYPE OF OCCUPANCY: WAREHOUSE AREA:
240/120 VOLT SINGLE PHASE 3-WIRE
ELECTRICAL LOAD ANALYSIS
Description Calculations VA NEC 2014 CODE kVA
LIGHTING
VA/SF 4000sf x 0.25 VA/SF = 1000 VA 220.12 1
POWER
Receptacles 8 x 180VA = 1440 VA 220.44 1
Misc Future Load Est. 20000 VA 220.12 (A) 20
HVAC
Cooling 0 VA 220.60 0
Heating (If needed) 5000 VA 220.60 5
PLUMBING
WATER HEATER (If needed) 3600 VA 422.13 4
31TOTAL:
NC TOTAL:NC TOTAL AMPS:
SERVICE SIZE:SPARE AMPACITY:
31 A129 A200 A71 A
SCALE: N.T.S.1
ONE LINE DIAGRAM
SINGLE PHASE ELECTRICAL FEEDERSCHEDULE - COPPER
CircuitBreaker
Sets Conduit Conductors
15 1 3/4" (2) #12 & (1) #14 Ground
20 1 3/4" (2) #12 & (1) #12 Ground
25 1 3/4" (2) #12 & (1) #10 Ground
30 1 3/4" (2) #10 & (1) #10 Ground
35 1 3/4" (2) #10 & (1) #10 Ground
40 1 3/4" (2) #8 & (1) #10 Ground
45 1 3/4" (2) #8 & (1) #10 Ground
50 1 3/4" (2) #8 & (1) #10 Ground
60 1 3/4" (2) #6 & (1) #10 Ground
70 1 1" (2) #4 & (1) #8 Ground
80 1 1" (2) #4 & (1) #8 Ground
20 AMP CIRCUIT VOLTAGE DROP SCHEDULE
CONDUCTOR CONDUIT120V / 20A MAX DISTANCE
FROM PANEL TO LOAD277V / 20A MAX DISTANCE
FROM PANEL TO LOAD
(2) #12 and(1) #12 GRD
3/4" C 50 ft 130 ft
(2) #10 and(1) #10 GRD
3/4" C 95 ft 220 ft
(2) #8 and(1) #8 GRD
3/4" C 140 ft 340 ft
(2) #6 and(1) #6 GRD
3/4" C 230 ft 530 ft
(2) #4 and(1) #4 GRD
1" C 350 ft 820 ft
(2) #2 and(1) #2 GRD
1 1/4" C 540 ft 1000 ft
(2) #1 and(1) #1 GRD
1 1/2" C 660 ft 1200 ft
(2) 1/0 and(1) 1/0 GRD
2" C 850 ft 1500 ft
(2) 2/0 and(1) 2/0 GRD
1 1/2" C 1000 ft 2300 ft
(2) 4/0 and(1) 4/0 GRD
2 1/2" C 1450 ft 3400 ft
NOTES:1. CONTRACTOR SHALL SUBMIT PROPOSED DEVIATIONS FROM THIS SCHEDULE TO
THE ENGINEER OF RECORD FOR PRIOR APPROVAL.2. PER NEC 2014 SECTION 250122.122(B) - WHERE UNGROUNDED CONDUCTORS
ARE INCREASED IN SIZE, EQUIPMENT GROUNDING CONDUCTORS, WHERE INSTALLED, SHALL BE INCREASED IN SIZE PROPORTIONATELY ACCORDING TO THE CIRCULAR MIL AREA OF THE UNGROUNDED CONDUCTORS.
TRANSFORMER SCHEDULE NOTES:1. UNLESS OTHERWISE NOTED ON DRAWINGS, FEEDER SCHEDULE SHALL BE USED TO SIZE TRANSFORMER PRIMARY AND SECONDARY FEEDERS..2. SIZES ARE BASED ON COPPER CONDUCTORS.
TRANSFORMER FEEDER AND OVERCURRENT PROTECTION SCHEDULE
TRANSFORMERSIZE (KVA)
480V PRIMARY 208/120V SECONDARY
GR. ELECTRODECONDUCTOR
PRIMARYC.B. PRIMARY FEEDER
PRIMARYCONDUIT SECONDARY FEEDER
SECONDARYCONDUIT
SECONDARYC.B.
9 15/3 (3) #12 & (1) #12 GR 3/4" (4) #10 & (1) #8 GR 3/4" 30/3 #8
15 25/3 (3) #12 & (1) #10 GR 3/4" (4) #8 & (1) #8 GR 3/4" 50/3 #8
30 45/3 (3) #8 & (1) #10 GR 3/4" (4) #3 & (1) #6 GR 1 1/4" 100/3 #8
45 70/3 (3) #4 & (1) #8 GR 1" (4) #1/0 & (1) #6 GR 1 1/2" 150/3 #6
75 125/3 (3) #1 & (1) #6 GR 1 1/4" (4) #250 KCMIL & (1) #2 GR 2 1/2" 250/3 #2
112.5 175/3 (3) #2/0 & (1) #6 GR 1 1/2" (4) #600 KCMIL & (1) #1/0 GR 4" 400/3 #1/0
150 225/3 (3) #4/0 & (1) #4 GR 2" TWO SETS OF (4) #250 KCMIL & (1) #1/0 GR 2 1/2" 500/3 #1/0
225 350/3 (3) #500 KCMIL & (1) #3 GR 2 1/2" TWO SETS OF (4) #500 KCMIL & (1) #2/0 GR 3" 750/3 #2/0
300 450/3 TWO SETS OF (3) #4/0 & (1) #2 GR 2" THREE SETS OF (4) #400 KCMIL & (1) #3/0 GR 3" 1000/3 #3/0
EXTERIORUTILITY
D ELTA D ESC R IPT IO N D A TE
1 COSA Review 03/15/17
1
03/15/2017
SCALE:1/2" = 1' - 0"DEVICE MOUNTING DETAIL
3"
FIRE ALARM DEVICE, VERIFY W/ ARCHITECT
18" TO BOTTOM OF BOX,VERIFY W/ ARCHITECT
LIGHT SWITCH
THERMOSTAT
MOUNT ABOVE BACKSPLASH, VERIFY ROTATION W/ ARCHITECT
44" AFF, MEASURED FROM CENTER LINE OF SWITCH IN "ON" POSITION
80" TO 96" AFF OR 6" FROM CEILING,WHICHEVER IS LOWER
FIRE ALARM PULL STATION
RECEPTACLE
TELEPHONE/DATA OUTLET
EXIT SIGN EMERGENCY LIGHTING
60" AFF, MEASURED FROM THE CENTER
SCALE:N.T.S.GROUNDING
NOTE: ELECTRICAL CONTRACTOR TO COORDINATE CONNECTIONS TO THE CONCRETE ENCASED ELECTRODE WITH OTHER TRADES TO ENSURE THE GROUNDING ELECTRODE SYSTEM IS PROPERLY INSTALLED AS PER 2014 NEC SECTION 250.50.
METAL FRAME OF BUILDING (NOT
APPLICABLE TO TIMBER FRAMED
BUILDING)
GROUNDINGELECTRODECONDUCTOR
CONCRETE ENCASEDELECTRODE
METAL UNDERGROUND WATER PIPE
GROUND ROD 5/8” x 8’ GROUND RING
REFERENCE EXHIBIT 250.22 IN 2014 NEC HANDBOOK
CONNECTIONS MADE WITHIN5FT OF POINT OF ENTRANCE
OF PIPE
SCALE:N.T.S.TRAPEZE SUPPORT
REFER TO SECTION FOR ATTACHMENT OF ALL THREAD ROD TO KINDORF CHANNEL
SUPPORT CONDUIT WITH KINDORF STRAP OR APPROVED SUBSTITUTE
1 1/2"x1 1/2"-12 GA. KINDORF CHANNEL OF APPROVED SUBSTITUTE
PROVIDE 25% SPACE CAPACITY
3/8" ALL THREAD, MIN. INCREASE ROD SIZE IF WEIGHT REQUIRES PER ROD MANUFACTURES RECOMMENDATIONS.
SECURE ALL THREAD RODS TO STRUCTURE WITH CONCRETE ANCHORS OR BEAM CLAMPS AS REQUIRED
LOCK WASHER
NUT
WASHER
NUT
SECTIONAL VIEW
PROCEDURE:1. SAW CUT 3/4" DEEP GROOVES ON EACH SIDE OF PIPING AS
SHOWN2. "CHIP-OUT" EXIST SLAB LEAVING EXPOSED STEEL
REINFORCEMENTS INTACT3. CUT STEEL SLAB REINFORCEMENTS AT TRENCH CENTER LINE
AND BEND AWAY TO PERMIT PLACEMENT OF PLUMBING PIPING
4. BACK FILL TRENCH WITH HAND COMPACTED EXCAVATED MATERIAL TO SLAB SOFFIT ELEVATION
5. REPOSITION "BEND AWAY" SLAB REINF. AND ADD #4 X (TRENCH WIDTH - 2") AT 12" O.C.
6. COAT EXISTING SLAB SURFACES WITH EPOXY BONDING AGENT AND POUR CONCRETE
EXISTING SLAB CUT AND REPAIR FOR NEW UNDER FLOOR CONDUIT(S)
1
3
4
6
2
5
1' - 4"(MIN)
REF. MECHDWG
SCALE:N.T.S.
NOTE: THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MODIFICATION OF ANY STRUCTURAL MEMBERS.
SCALE:N.T.S.
EQUIPMENT RACK MOUNTED AT GRADE
2" GRS CONDUIT WITH END CAP
SIZE OF RACK TO BE AS REQUIRED FOR EQUIPMENT
SIZE.
KINDORF PIPE STRAP SIZE AS
REQUIRED (TYP)
CONDUITS CONCRETE (TYP)
U-BOLTS (TYP)
1-1/2" x 1-1/2" KINDORF (TYP) AS REQUIRED FOR EQUIPMENT AND CONDUIT SUPPORT.
MOUNTING RACK AND CONDUITS SHALL BE PAINTED WITH TWO COATS OF RUST INHIBITING ENAMEL. (COLOR AS SELECTED BY ARCHITECT).
EQUIPMENT, QUANTITY AND TYPE AS
INDICATED ON PLANS
8"
24"
RECEPTACLE BOX MOUNTING DETAILSCALEN.T.S.
NOTES:1. CONDUITS SHALL BE SUPPORTED PER NEC.2. THIS DETAIL TO BE USED FOR ALL RECEPTACLE INSTALLATIONS NOT
INCLUDED IN OTHER DETAILS. IF DEPTH OF BOX EXCEEDS 2 - 1/2", PROVIDE SUPPORT BRACKET SIMILAR TO AND EQUAL IN STRENGTH TO THE ONE SPECIFIED.
SELF TAPPINGSCREWS
METAL STUD
3/4" MINIMUM
PRE-FORMED SHEETMETAL MOUNTING BRACKET
OUTLET BOX(ES)SIZE AS REQUIRED
WALL BOX MOUNTING DETAIL
NOTE:THIS DETAIL TO BE USED ONLY FOR SWITCHES OR WALL MOUNTED TELEPHONE OR DATA OUTLETS LOCATED ADJACENT TO STUDS. DO NOT USE WHERE DEPTH OF STUDS EXCEEDS 4" OR FOR RECEPTACLES
PLASTER RING
QUICK-MOUNT BOX SUPPORTTOTAL DEPTH TO MATCH STUD DEPTH
4" SQ. OR 4 -11/16" SQ. OUTLET BOX,DEPTH AS REQUIRED
SELF TAPPING SCREWS
METAL STUD
1" EMT TO PLENUM W/ BUSHING AND PULL STRING
SCALEN.T.S.
SCALE:N.T.S.
SINGLE PHASE UNDERGROUND ELECTRICAL SERVICE ENTRANCE
ELECTRIC METERAND ENCLOSURE
11
1
2
7
8
9
104" SCHEDULE 40 PVC
CONDUIT TO POLE
3
4
6
5
6
SOURCE
FINISH GRADE
MATERIALS1. CONDUIT (AS REQUIRED)
CONDUIT MAY BE EITHER SCHEDULE 80 PVC OR GALVANIZED STELL AND INSULATED BUSHING.2. PIPESTRAPS3. REDUCER
ELECTRICAL GRADE SCHEDULE 40 PVC BELOW FINISH GRADE.
4. 4" CONDUIT (IF NEEDED)SCHEDULE 40 PVC.
5. 4" 90DEG SWEEPGALVANIZED STEEL.
6. 4" ADAPTER (IF NEEDED)7. CONDUIT (AS REQUIRED)
CONDUIT MAY BE EITHER SCHEDULE 80 PVC OR GALVANIZED STEEL.8. GROUND WIRE
NO. 4 COPPER (MIN. SIZE) STAPLED EVERY 8". BONDED TO GALVANIZED STEEL CONDUIT BY CONSUMER AS REQUIRED.9. GROUND ROD CONNECTORS10. GROUND RODS
(2) MIN. 8' - 0" X 5/8" DIAMETER COPPER CLAD.11. INTERNAL SPACE CONNECTORS
NOTES:
1. ALL CONDUIT AND ACCESSORIES MUST MEET ELECTRICAL GRADE SPECIFICATIONS.2. ALL SERVICE ENTRANCE WIRING MUST BE COMPLETE AND ALL NECESSARY EXCAVATION AND
CONDUIT READY PRIOR TO THE TIME OF INSTALLATION OF THE UNDERGROUND SERVICE LATERAL CONDUCTORS.
3. ALL WIRING AND MATERIALS MUST CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AND TO APPLICABLE LOCAL CODES. WHERE CONFLICT EXISTS, THE MORE STRINGENT CODE WILL APPLY.
4' MIN6' MAX
3' - 0"
12" MIN
SCALE:N.T.S.
SINGLE PHASE OVERHEAD ELECTRICAL SERVICE ENTRANCE
5
4
3
6
ELECTRICMETER
FINISH GRADE
2
1
NOTES:
1. THE POINT OF ATTACHMENT ON THE BUILDING TO BE DETERMINED BY THE REQUIRED MINIMUM GROUND CLEARANCES OF SERVICE DROP CONDUCTORS.
2. ALL WIRING AND MATERIALS MUST CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AND TO APPLICABLE LOCAL CODES. WHERE CONFLICT EXISTS, THE MORE STRINGENT CODE WILL APPLY.
MATERIALS LIST1. WEATHERHEAD2. CABLE CLIPS
INSTALLED EVERY 36"3. GROUND WIRE
NO. 4 COPPER (MINIMUM SIZE) STAPLED EVERY 6"4. GROUND ROD CONNECTORS5. GROUND RODS
(2) MIN. 8' - 0" X 5/8" DIAMETER COPPER CLAD6. INTERNAL SPADE CONNECTORS
4' MIN6' MAX
12" MIN
12' MIN
12" - 24"
DA
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23
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D ELTA D ESC R IPT IO N D A TE
23 Feb 2017
02/23/2017
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DESIGN:
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ELECTRICAL SPECIFICATIONS
SECTION 26 0500 - ELECTRICAL GENERAL REQUIREMENTS
1. WORK MUST COMPLY WITH THE LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRICAL CODE, AND ALL LOCAL, STATE, AND FEDERAL CODES, ORDINANCES AND REGULATIONS.
2. ALL MATERIALS SHALL BE UL LISTED AND/OR LABELED.
3. DURING CONSTRUCTION, PROTECT ALL EXISTING ELECTRICAL EQUIPMENT AND MATERIALS ITEMS FROM CONSTRUCTION DEBRIS, MOISTURE ABSORPTION, AND METALLIC CORROSION.
4. COORDINATE WITH ALL TRADES PERFORMING WORK.
5. MARK ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT WITH ENGRAVED NAMEPLATES.
6. SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR ALL MATERIALS AND EQUIPMENT TO THE ARCHITECT/ENGINEER FOR REVIEW.
7. SUBMIT PROJECT AS-BUILT DOCUMENTS TO THE ARCHITECT/ENGINEER.
8. LABEL ALL RECEPTACLE FACEPLATES WITH THE PANEL AND CIRCUIT NUMBER IT IS SERVED FROM. THE LABEL SHALL BE CLEAR WITH BLACK LETTERS AND SHALL BE MACHINE PRINTED ON AN ADHESIVE FILM LABEL.
9. ALL NEW ITEMS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.
SECTION 26 0519 - INSULATED CONDUCTORS
1. FURNISH AND INSTALL SOLID COPPER WIRE WITH THHN/THWN INSULATION FOR NO. 12 AND 10 AWG CONDUCTORS.
2. FURNISH AND INSTALL STRANDED COPPER WIRE WITH THHN/THWN INSULATION FOR NO. 8 AWG AND LARGER CONDUCTORS.
3. COLOR CODE ALL WIRING PER NEC AND CITY AMENDMENTS.
SECTION 26 0526 - GROUNDING
1. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL BRANCH CIRCUITS AND FEEDER CIRCUITS.
2. FURNISH AND INSTALL AN EQUIPMENT GROUND AS REQUIRED BY NEC ARTICLE 250.
3. SIZE GROUNDING AND BONDING CONDUCTORS PER NEC TABLES 250.66 AND 250.122.
4. GROUNDING ELECTRODES: COPPER-CLAD GROUND ROD 8FT X 3/4" DIA.
SECTION 26 0529 - HANGERS & SUPPORTS
1. FURNISH CHANNELS, FITTINGS, CLAMPS, ELECTRICAL ACCESSORIES, AND BRACKETS FABRICATED FROM SHEET STEEL OR FROM MALLEABLE CAST IRON. FURNISH THREADED FASTENERS FABRICATED FROM CARBON STEEL.
2. HOT-DIP GALVANIZE ALL STEEL COMPONENTS.
3. FURNISH CHANNELS FABRICATED FROM NOT LESS THAN 12-GAUGE SHEET STEEL, 1-5/8 INCHES WIDE AND NOT LESS THAN 1-5/8 INCHES DEEP.
4. INSTALL METAL FRAMING TO SUPPORT WALL MOUNTED EQUIPMENT AND WALL MOUNTED RACEWAYS.
5. TOUCH UP ALL SCRATCHES OR CUTS ON STEEL COMPONENTS WITH AN APPROVED ZINC CHROMATE OR 90 PERCENT ZINC PAINT.
SECTION 26 2416 - PANELBOARDS
1. FURNISH AND INSTALL PANELBOARDS WITH 98% IACS CONDUCTIVITY COPPER BUSSES.
2. FURNISH AND INSTALL THERMAL MAGNETIC BREAKERS WHICH ARE SOLIDLY BOLTED TO THE BUS AND SHALL HAVE AN INTERRUPTING CAPACITY AS STATED ON THE SCHEDULES.
3. MANUFACTURERS
A. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:
a. EATON ELECTRICAL INC.; CUTLER-HAMMER PRODUCTS.b. GENERAL ELECTRIC COMPANY.c. SQUARE D; SCHNEIDER ELECTRIC.
SECTION 26 2726 - WIRING DEVICES
1. FURNISH AND INSTALL NEMA 5-20R SPECIFICATION GRADE DUPLEX TYPE SIDE WIRED RECEPTACLES CONFORMING TO UL 943. RECEPTACLES SHALL BE COOPER: BR20 (OR APPROVED EQUAL).
2. FURNISH AND INSTALL 20A-120/277V BACK AND SIDE WIRED, QUIET TYPE, WALL SWITCHES CONFORMING TO UL 20.
3. FURNISH AND INSTALL A WEATHER RESISTANT, GFCI, NEMA 5-20R DUPLEX TYPE SIDE WIRED RECEPTACLES IN EXTERIOR LOCATIONS IN ACCORDANCE WITH THE NEC. RECEPTACLES SHALL BE COOPER: WRBR20 (OR APPROVED EQUAL).
4. ALL DEVICE AND COVER PLATE COLORS SHALL BE COORDINATED WITH THE ARCHITECT/INTERIOR DESIGNER.
5. OCCUPANCY SENSORS SHALL BE DUAL TECHNOLOGY UNLESS OTHERWISE INDICATED ON DRAWINGS.
6. DIMMING SWITCHES SHALL BE 20A/120V/277V RAISE/LOWER BUTTONS AND AN ON/OFF BUTTON COMPATIBLE WITH THE LOAD TYPE (LUTRON MAESTRO OR APPROVED EQUAL).
SECTION 26 2816 - ENCLOSED SWITCHES
1. TYPE GD, GENERAL DUTY, SINGLE THROW, 240-V AC, 100 A AND SMALLER: UL 98 AND NEMA KS 1, HORSEPOWER RATED, WITH PLUG FUSE INTERIORS TO ACCOMMODATE INDICATED FUSES, LOCKABLE HANDLE WITH CAPABILITY TO ACCEPT TWO PADLOCKS, AND INTERLOCKED WITH COVER IN CLOSED POSITION.
2. TYPE HD, HEAVY DUTY, SINGLE THROW, 600-V AC, 100A-1200 A: UL 98 AND NEMA KS 1, HORSEPOWER RATED, WITH CLIPS OR BOLT PADS TO ACCOMMODATE INDICATED FUSES, LOCKABLE HANDLE WITH CAPABILITY TO ACCEPT THREE PADLOCKS, AND INTERLOCKED WITH COVER IN CLOSED POSITION. SHALL BE RATED FOR SERVICE ENTRANCE.
3. THE ENCLOSURE SHALL BE :
A. INDOOR, DRY AND CLEAN LOCATIONS: NEMA 250, TYPE 1.B. OUTDOOR LOCATIONS: NEMA 250, TYPE 3R.C. OTHER WET OR DAMP, INDOOR LOCATIONS: NEMA 250, TYPE 4.D. INDOOR LOCATIONS SUBJECT TO DUST, FALLING DIRT, AND DRIPPING NON-CORROSIVE
LIQUIDS: NEMA 250, TYPE 12.
4. LABEL ALL EQUIPMENT IN ACCORDANCE WITH THE EQUIPMENT IDENTIFICATION SCHEDULE.
5. TEST EACH SWITCH:
A. PERFORM A VISUAL AND MECHANICAL INSPECTION.B. CORRECT ANY MALFUNCTION UNITS ON-SITE AND RETEST.C. REPORT ANY DEFICIENCIES TO THE ENGINEER OF RECORD.
SECTION 26 5100 - INTERIOR LIGHTING
1. LIGHTING FIXTURES ARE SPECIFIED BY TYPE AND MANUFACTURER ON THE DRAWINGS.
2. COLORS AND TRIMS SHALL BE APPROVED BY THE ARCHITECT.
SECTION 26 0533 - RACEWAYS AND BOXES
1. RACEWAYS
A. FURNISH AND INSTALL ELECTRICAL METALLIC TUBING IN ALL INDOOR APPLICATIONS.B. 1/2" FLEXIBLE METALLIC CONDUIT, IN LENGTHS NOT EXCEEDING 60", MAY BE USED TO SERVE
LUMINAIRES. C. FURNISH AND INSTALL RIGID STEEL OR IMC CONDUIT IN ALL OUTDOOR APPLICATIONS OR INDOOR WET
LOCATIONS.D. FURNISH AND INSTALL RIGID PVC SCHEDULE 40 BELOW GRADE. STUB UPS SHALL BE PVC COATED RIGID
STEEL 90 DEGREE MANUFACTURED BENDS. E. MINIMUM RACEWAY SIZE SHALL BE 1/2"; UNLESS OTHERWISE NOTED. F. FITTINGS
a. EMT: STEEL COMPRESSION TYPE b. RMC: ZINC COATED STEEL, THREADED
G. TERMINATE ALL SPARE CONDUITS WITH PLASTIC BUSHINGS. INSTALL A PULL CORD IN SPARE/EMPTY CONDUITS.
2. BOXES
A. FURNISH AND INSTALL 4" SQUARE GALVANIZED STEEL DEVICE BOXES FOR POWER OUTLETS AND FOR COMM OUTLETS.
B. FURNISH AND INSTALL MASONRY BOXES IN MASONRY WALLS. C. FURNISH AND INSTALL GALVANIZED STEEL JUNCTION, PULL AND SPLICE BOXES CONFORMING TO NEC
ARTICLE 314.D. EXTERIOR LOCATIONS: BOXES SHALL BE DIE CAST ALUMINUM WEATHER PROOF BOXES WITH A DIE
CAST ALUMINUM IN-USE COVER.
D ELTA D ESC R IPT IO N D A TE
23 Feb 2017
02/23/2017
Sheet Number:
Drawn By:
Sheet Title:
Issue Date:
Checked By:
November 28, 2016
PROJECT NUMBER
IRRIGATIONNOTES
LI 1.0
pjr, wor
jr
H O R I Z O NDESIGN and DEVELOPMENTPLANNING LANDSCAPE ARCHITECTURE
DEVELOPMENT CONSULTING
1370 Pantheon Way, Suite 210San Antonio, Texas 78232
210.831.8564 [email protected]
OWNER
PROJECT
C and M Villareal,FLP
216 Market Ave., Suite 215San Antonio, TX 78006
2016-240
REVISIONS
C and M Villareal5000 SF Warehouse
Intersection of Zarzamoraand Applewhite RoadSan Antonio, Texas 78224
CONSTRUCTION NOTES:2
INDICATES MANUFACTURER'S STANDARD CATALOGED SPACING WITHOUT WIND. ALLOWANCE THISNUMBER IS FOR REFERENCE ONLY AND DOES NOT INDICATE ACCEPTANCE OF DEVIATION FROM DESIGNSPACING TO THIS STANDARD.
INDICATES ANGLE OF COVERAGE, FOR EXAMPLE; H=180 DEG SUB-LETTER "g" INDICATES GROUNDCOVER. 's' INDICATES SHRUB APPLICATION.
LATERAL LINE - SIZE AS NOTED ON PLAN. DO NOT DEVIATE ON SIZING WITHOUT CONSULTING WITHPROJECT DESIGNER. USE CLASS 315 ON 1/2" PIPE AND CLASS 200 IPS PVC ON 3/4" AND LARGER PIPE.
CONTROLLER - HUNTER PRO-C. FINAL LOCATION IS TO BE DETERMINED AFTER CONSULTING WITHLANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE.
WEATHER SENSOR - HUNTER SOLAR-SYNC WEATHER SENSOR
##" ##
W
MAIN LINE - USE SCH-40 PVC PIPE, SIZE AS DESIGNATED ON PLANS.
1" DOUBLE CHECK BACKFLOW PREVENTER. INSTALLED PER SAWS SPECIFICATIONS.
5/8" DEDICATED IRRIGATION WATER METER.
REMOTE CONTROL VALVE - HUNTER ICV SERIES. SIZE AS NOTED ON PLAN.
1-1/2"
15Tg(s)
NOTE: Irrigation Details- Refer to Sheet LI 2.1 & LI 2.2
LEGEND1
W
DC
MV
SLEEVE - SLEEVES BY OTHERS FOR IRRIGATION USE. IRRIGATION CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL SLEEVES PRIOR TO STARTING WORK. DO NOT EXCAVATE UNDEREXISTING HARDSCAPE WHEN LOCATING SLEEVES. ANY DAMAGE DONE WHILE LOCATING SLEEVESSHALL BE THE IRRIGATION CONTRACTORS RESPONSIBILITY. IF UNABLE TO LOCATE CONTACTLANDSCAPE ARCHITECT. FOR NEW SLEEVES REFER TO DETAIL 7/LI 2.1
47.85 p.s.i.17.85 p.s.i.
5.1 p.s.i.4.5 p.s.i.
0.64 p.s.i.
3.0 p.s.i.0.75 p.s.i.
58.5 p.s.i.1"
11.0 g.p.m.
30 p.s.i.ACCUMULATIVE LOSSES FROM CITY MAIN TO FURTHEST HEAD
Electric Valve Size:
DESIGN STATISTICS FOR CALCULATIONS
Sprinkler head requirement:
PRESSURE REQUIREMENT CALCULATIONS @ ZONE No. 4
1" Electric Valve Loss:
System Mainline Loss (1.25" Sch 40 Main):
Zone Pipe/Fitting Loss:
Elevation Net Loss (+2 FT.):
Backflow Preventer Loss ( 1" ):Water Meter Loss ( 5/8" ):
Type K Copper Service Loss: Total Net Loss:
Total Zone Flow:
Design Pressure:
Static Pressure Less 10% (static @ 65 psi):
Master Electric Valve Loss ( 1" ):
ET VALVE SCHEDULE4
Precipitation Rate(in/hr)
Water Desired(in/wk)
Time/Cycle(min)
No. ofZones
Total Time *Min. Hrs.
Spray ZonesMP Rotators
Drip ZonesBubbler Zones
1.74.45
.643.87
.80
.80
.80
.80
12.0 3 36 0.6
Total System Hours of Operation Per Week 1.85
* IT WILL BE NECESSARY TO DIVIDE WATERING TIME INTO 2 TO 3 CYCLES TOMINIMIZE RUNOFF. A TYPICAL SCHEDULE WOULD ALLOW WATERING TO OCCURTWO TIMES PER WEEK. TOTAL WATERING TIME WOULD BE DIVIDED BY THE NUMBEROF WATERING DAYS. THIS SCHEDULE IS DESIGNED FOR SUMMER WATER USAGEAND ESTABLISHMENT OF NEW PLANTING.
TYPICAL WEEKLY SCHEDULE BASED ON PRECIPITATION RATE
CRITICAL ZONE CHART3
3.0 p.s.i.
C RAINBIRD DRIP CONTROL ZONE VALVE - REFERENCE DETAILS
Paul J. Radlet TX LI # 12574
STATEMENT OF IRRIGATION DESIGN STANDARDS CONFORMITY:
1" MASTER VALVE, HUNTER ICV-101-G NORMALLY CLOSED-ELECTRIC VALVE
DRIPLINE; RAINBIRD XFS-09-18 FOR SURFACE PLANTING BEDS, ROWS SPACED AT 18 INCHESRAINBIRD XFS-06-12 FOR SUBSURFACE TURF, ROWS SPACED AT 12 INCHESRAINBIRD XFCV-06-12 FOR SLOPES GREATER THAN 3:1
75.0 1 75 1.25
Rotor Zones .64 .80
##" ##
ZONE IDENTIFICATIONZONE SIZE IN GALLONS PER MINUTE
HATCH PATTERN INDICATES BED/TURF AREAS TO BE INCLUDED ON THIS ZONEVALVE SIZE THIS ZONE
REF. ZONE I.D.
ZONE IDENTIFICATIONZONE SIZE IN GALLONS PER MINUTE.VALVE SIZE THIS ZONE
DRIP SUPPLY LINE, SCH 40 PVC, SIZE PER PLAN.
MANUAL VALVE- SIZE OF MAINLINE
QUICK COUPLING VALVE; REFER TO DETAILS FOR PRODUCT
INDICATES TREE BUBBLER- ON 6" POP-UP.
Turf Drip Zones .96 .80
Notes: System requires a minimum of 48 psi static pressure for system to operateproperly. Irrigation Contractor shall conduct on site pressure test to verify sitepressure prior to starting work. Contractor shall notify Owner's Representative ofpressure deficiencies or any other on site problems that may alter the effectiveness ofthe system. Pipe has been size to insure that velocity does not exceed 5 FPS. do notchange pipe size in the filed without consulting system designer.
CONSTRUCTION NOTES:1. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE SPECIFICATIONS AND ALL SUBMITTAL
REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO NOTIFY THE OWNER'S REPRESENTATIVE FOR SITEINSPECTIONS AS SPECIFIED IN THE SPECIFICATIONS. FAILURE TO NOTIFY THE OWNER'S REPRESENTATIVE DOES NOT RELIEVE THE CONTRACTORFROM INSPECTION APPROVAL AND WILL REQUIRE THE CONTRACTOR TO UNCOVER WORK AS REQUIRED FOR APPROVAL AT THE COST OF THECONTRACTOR. IRRIGATION CONTRACTOR IS TO INFORM OWNER'S REPRESENTATIVE OF THE START DATE OF WORK.
2. THE IRRIGATION CONTRACTOR IS REQUIRED BY LAW TO NOTIFY TEXAS ONE CALL (800-245-4545) 72 HOURS PRIOR TO ANY EXCAVATION.IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES ANDSTRUCTURES. IRRIGATION CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIESWHETHER OR NOT TEXAS ONE CALL IS NOTIFIED.
3. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WITHOUT VERIFYING ACTUAL ON-SITE WATER PRESSURE FROM THE SOURCE.DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADEDIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE OWNER'S REPRESENTATIVE. THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARYREVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.
4. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER CONTRACTORS AS REQUIRED TO ACCOMPLISHIRRIGATION INSTALLATION.
5. DUE TO SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS SLEEVES, ETC., WHICH MAY BE REQUIRED. IRRIGATIONCONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORKACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLYDIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTSBETWEEN IRRIGATION SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWNWITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS AND WITHIN PROPERTY LINES.
6. IT IS THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO COORDINATE PIPING WITH THE LANDSCAPE SUBCONTRACTOR TO AVOID CONFLICTWITH PLANTING BEDS. IT WILL BE THE RESPONSIBILITY OF THE IRRIGATION SUBCONTRACTOR TO MOVE PIPING TO ALLOW PROPER PLACEMENTOF PLANT MATERIAL. THE IRRIGATION CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO ENSURE PROPER COVERAGE AT NO ADDITIONALCOST TO THE OWNER.
7. NO MACHINE TRENCHING IS TO BE DONE WITHIN DRIPLINE OF TREES. TRENCHING IS TO BE DONE BY HAND OR BY TUNNELING UNDER ROOTSYSTEM BY METHOD APPROVED BY OWNER'S REPRESENTATIVE. PIPING LAYOUT IS DIAGRAMMATIC AND PIPING SHALL BE ROUTED AROUNDEXISTING PLANT MATERIAL TO AVOID DAMAGE TO EXISTING PLANTS. DO NOT CUT ANY ROOT OVER 3/4" DIAMETER. ANY CUTS MADE SHALL BECLEAN AND WITHOUT FRAYED ENDS.
8. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES WHEREVER PIPING OR CONDUIT PASSES, UNDER ALL PAVING,THROUGH WALLS, ETC. ALL SLEEVE LOCATIONS MAY NOT BE SHOWN ON PLAN, COORDINATE WITH ARCHITECTURAL AND CIVIL DRAWINGS,GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS AS REQUIRED. ALL SLEEVE AND CHASE LOCATIONS ARE NOT NOTED ON PLAN. ALLSLEEVES SHALL BE SCH 40 PVC, SIZED TWICE THE DIAMETER OF PIPE OR COMBINATION OF PIPES ENCLOSED WITHIN THE SLEEVE.
9. CONFIRM STATIC WATER PRESSURE AT LEAST 7 DAYS BEFORE BEGINNING WORK. IF STATIC WATER PRESSURE IS LESS THAN STATED INPRESSURE CALCULATIONS DO NOT PROCEED UNTIL DIRECTED SO BY THE LANDSCAPE ARCHITECT. IF ACTUAL SITE STATIC PRESSURE EXCEEDSDESIGN PRESSURE BY 15 P.S.I. IN ANY ZONE, A PRESSURE REDUCING VALVE SHALL BE INSTALLED. REFER TO DETAILS FOR MODEL.
10. ADJUSTABLE FLOW CONTROLS SHALL BE REQUIRED ON CIRCUIT REMOTE CONTROL VALVE. PRESSURE AT ANY POINT WITHIN A ZONE SHALL NOTVARY BY MORE THAN 10% FROM THE DESIGN SPRINKLER OPERATING PRESSURE. SEE SPECIFICATIONS FOR TESTING.
11. ALL IRRIGATION WORK SHALL BE INSTALLED UNDER THE SUPERVISION OF A LICENSED (IN THE STATE OF TEXAS) IRRIGATION CONTRACTOR.
12. OBTAIN COVERAGE TEST APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO PLANTING, SODDING OR SEEDING.
13. ALL UNDESIGNATED END LATERAL PIPING SHALL BE 12" IN SPRAY ZONES AND 3 4" IN ROTOR ZONES.
14. SPRINKLER HEAD SPACING SHALL NOT EXCEED 50% OF SPRAY DIAMETER BASED ON MANUFACTURERS OPERATING SPECIFICATIONS. SPRINKLERHEAD SPACING SHALL BE DESIGNED FOR HEAD-TO-HEAD COVERAGE OR HEADS SHALL BE SPACED AS PER MANUFACTURER'SRECOMMENDATIONS AND ADJUSTED FOR PREVAILING WINDS. THE SYSTEM SHALL BE DESIGNED SO THAT IRRIGATION IS NOT APPLIED TOVEHICULAR TRAFFIC LANES, OTHER PAVEMENT OR STRUCTURES.
15. ALL ROTORS SHALL BE LOCATED 12" FROM PAVEMENT, CURBS OR EDGE OF STRUCTURE, ALL SPRAY HEADS SHALL BE LOCATED 6" FROMPAVEMENT, CURBS OR EDGE OF STRUCTURE.
16. VALVE AND CIRCUITS SHALL BE SEPARATED BASED ON WATER USE, SO THAT TURF AREAS ARE WATERED SEPARATELY FROM SHRUB ANDGROUND COVER AREAS. IRRIGATION HEADS IN THE TURF AREAS WILL BE VALVED SEPARATELY FROM SHRUB AND/OR GROUND COVER AREAS. ITIS RECOMMENDED THAT SEASONAL COLOR AREAS BE WATERED SEPARATELY. UNDER NO CIRCUMSTANCES ARE ZONE TYPES TO BE COMBINEDI.E. ROTARY HEADS WITH SPRAYS, TURF AREAS WITH PLANTING BEDS.
17. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM STATIC PRESSURE ON SITE PRIOR TO STARTING WORK. REFER TO NOTES #9 AND #10.
18. IT IS THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO SECURE ALL REQUIRED PERMITS AND PAY ALL ASSOCIATED FEES UNLESS OTHERWISENOTED. ALL LOCAL CODES SHALL PREVAIL OVER ANY DISCREPANCIES CONTAINED IN THESE DOCUMENTS.
19. UNSLEEVED PIPES MAY BE SHOWN UNDER PAVEMENT FOR GRAPHIC CLARITY. INSTALL PIPES IN ADJACENT SLEEVES WITHIN LANDSCAPE AREAS.
20. ELECTRIC POWER SHALL BE PROVIDED TO CONTROLLER LOCATION BY GENERAL CONTRACTOR. IRRIGATION CONTRACTOR SHALL PROVIDEFINAL HARD-WIRE TO CONTROLLERS.
21. SPRINKLER HEADS SHALL HAVE MATCHED PRECIPITATION RATES WITHIN EACH CONTROL VALVE CIRCUIT.
22. SERVICEABLE CHECK VALVES SHALL BE REQUIRED ADJACENT TO PAVED AREAS WHERE ELEVATION DIFFERENCES MAY CAUSE LOW HEADDRAINAGE.
23. ALL AUTOMATIC IRRIGATION SYSTEMS SHALL BE EQUIPPED WITH A CONTROLLER CAPABLE OF DUAL OR MULTIPLE PROGRAMMING.CONTROLLERS SHALL HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM, INCLUDING THE CAPABILITY OF BEING SETTO WATER EVERY FIVE DAYS. ALL AUTOMATIC IRRIGATION SYSTEMS SHALL BE EQUIPPED WITH A RAIN SENSOR SHUT-OFF DEVICE.
24. ALL IRRIGATION WIRES SHALL BE UL LISTED FOR DIRECT UNDERGROUND BURIAL AND SHALL BE SIZED PER THE MANUFACTURER'SRECOMMENDATIONS. ALL WIRE SPLICES SHALL BE MADE WITH WATERPROOF CONNECTORS.
25. ALL IRRIGATION HEADS SHALL BE ADJUSTED TO MINIMIZE OVER-SPRAY ONTO ALL IMPERVIOUS SURFACES.
26. ALL PIPE CONNECTIONS SHALL BE PRIMED WITH AN APPROVED COLOR PRIMER BEFORE BEING CHEMICAL WELDED.
27. AFTER AWARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM MATERIALS ARE ORDERED FROM SUPPLIERS OR DELIVERED TO THE JOBSITE, SUBMIT TO THE OWNER A COMPLETE LIST OF ALL IRRIGATION SYSTEM MATERIALS, OR PROCESSES PROPOSED TO BE FURNISHED ANDINSTALLED AS PART OF THIS CONTRACT. THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NOSUBSTITUTIONS WITHOUT PRIOR WRITTEN ACCEPTANCE. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HISLIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE.
28. IRRIGATION CLOSEOUT DOCUMENTS SHALL INCLUDE A WATER BUDGET. A LAMINATED COPY OF THE WATER BUDGET SHALL BE PERMANENTLYINSTALLED INSIDE THE IRRIGATION CONTROLLER DOOR.
SPECIAL NOTES:1. THE IRRIGATION CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND
STATE MANDATED IRRIGATION ORDINANCES AND CODES AND WILLSECURE ALL REQUIRED PERMITS.
2. ALL WIRES, CONTROL VALVES, AND PRESSURIZED WATER SUPPLYLINES SHALL NOT BE LOCATED WITHIN THE PROPERTY BOUNDARIES.
0.86 p.s.i.
This plan is complete and conforms to the design and installation parameters of theirrigation design and equipment standards set out in 35-510(j) and 35-511(c)(6) ofthe City of San Antonio Unified Development Code.
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UNDERGROUND UTILITIES(TYP.) - REF. GEN. NOTES
UNDERGROUND UTILITIES(TYP.) - REF. GEN. NOTES
UNDERGROUND UTILITIES(TYP.) - REF. GEN. NOTES
UNDERGROUND UTILITIES(TYP.) - REF. GEN. NOTES
UTILITY EASEMENT
UTILITY EASEMENT
UTILITY EASEMENT
EDGE OF PAVEMENT, LIMITOF CONSTRUCTION
EDGE OF PAVEMENT, LIMITOF CONSTRUCTION
EXISTING VEGETATIONTO BE PRESERVED
EXISTING VEGETATIONTO BE PRESERVED
PROPOSED BUILDING
EXISTING GROUNDCOVERTO REMAIN
EXISTING GROUNDCOVERTO REMAIN
2-BBL 2-BBL 2-BBL
2-BBL
2-BBL
2-BBL2-BBL2-BBL
BBL
BBL
BBL
BBL
BBL
BBL
BBL
W5
/
8
DCMV
1/2"
1/2"
1/2"
3/4"
1/2"
1/2"
1/2"
3/4"
1/2"3/4"1/2" 3/4" 3/4" 3/4"
1/2"
1/2"
3/4"3/4"3/4"3/4"1/2"
1.25
" MAI
N
1.25" MAIN
1.25
" MAI
N
2-BBL
2-BBL
BBL
1/2"
1/2"
1/2"
C
C
W
PROVIDE 2" MIN.CONDUIT FORIRRIGATIONCONTROLLER WIRES
MINIMIZEDISTURBANCETO EXISTINGVEGETATION
MINIMIZEDISTURBANCETO EXISTINGVEGETATION
0 5' 10'
Scale: 1" = 10'-0"
Sheet Number:
Drawn By:
Sheet Title:
Issue Date:
Checked By:
November 28, 2016
PROJECT NUMBER
IRRIGATIONPLAN
LI 1.1
pjr, wor
jr
H O R I Z O NDESIGN and DEVELOPMENTPLANNING LANDSCAPE ARCHITECTURE
DEVELOPMENT CONSULTING
1370 Pantheon Way, Suite 210San Antonio, Texas 78232
210.831.8564 [email protected]
OWNER
PROJECT
2016-240
20'
REVISIONS
C and M Villareal5000 SF Warehouse
Intersection of Zarzamoraand Applewhite RoadSan Antonio, Texas 78224
VICINITY MAP (N.T.S.)
SITE
C and M Villareal,FLP
216 Market Ave., Suite 215San Antonio, TX 78006
A-5
TO ZONE
FROM MAINLINE
FINISHEDGRADE
WIRES TOCONTROLLER
VALVE I.D. TAG
1" CLEARANCEBETWEEN PIPEAND VALVE
18" D
EPTH
MIN
.
HUNTER ICV-ADJ-AS SERIESREMOTE CONTROL VALVE; SIZEAS NOTED ON PLAN
VALVE BOX BY ARMOR, PENTEK,NDS; OR APPROVED EQUAL
FILTERFABRIC 3/4" DIA. GRAVEL, 6" MIN. DEPTH
PVC MAINLINE
2-4" MAX.
4"
PVC ISOLATION BALLVALVE
FILTER FABRIC & GRAVELDRAINAGE
MAIN LINE
3-WAY O-RING SWING JOINT-1"
QUICK COUPLING VALVE;HUNTER HQ-33LRC
PURPLE NON-POTABLE VALVE BOXBY ARMOR, PENTEK, NDS; ORAPPROVED EQUAL
2-STAINLESS STEEL WORMDRIVE CLAMPS, SIZE ASREQUIRED3/4" DIAMETER X 30" STEEL RODTIED TO QC VALVE WITHCLAMPS
NOTES:1. All electrical work to comply with applicable codes.2. Provide remote control unit per spec.
HUNTER PRO-C CONTROLLER; WALLMOUNT INSIDE BUILDING, CONSULTWITH LANDSCAPE ARCHITECT PRIORTO INSTALLATION
34" CONDUIT FOR 120
230 VAC
1-12" CONDUIT FOR VALVE WIRES
13" MIN. (33 cm)DOOR CLEARANCE
6-1/2" MIN. (16cm)HINGE PIN CLEARANCEFOR DOOR REMOVAL
NOTE:1. PROVIDE DIMENSIONED LOCATIONS OF ALL SLEEVES ON
RECORD DRAWINGS.2. ALL NEW SLEEVES INSTALLED SHALL BE TWICE THE
DIAMETER OF PIPE TO BE ACCOMMODATED.3. MAINLINE SLEEVES SHALL HAVE AN ADDITIONAL 2" SCH
40 PVC SLEEVE FOR WIRES.
18" MIN.
PROVIDE SCH 40 PVC CAPS ATEACH END FOR SLEEVESINSTALLED FOR FUTURE USE.
SITE FLATWORK24" MIN.
SLEEVES FOR FUTURE USE SHALL BESCH 40 PVC, CONSULT LANDSCAPEARCHITECT FOR SIZE
WATTS 007 1" DOUBLE CHECKBACKFLOW PREVENTER; ORAPPROVED EQUAL
VALVE BOX BY ARMOR, PENTEK,NDS; OR APPROVED EQUAL
FILTER FABRIC & MIN. 4" OF 34"GRAVEL DRAIN POCKET
PROVIDE CLEARANCEBETWEEN BFP AND VAULT ASREQUIRED BY CODE
FINISHEDGRADE
FROM WATER METER;SIZE PER PLAN. TO CONTROL
VALVES
FEBCO2"
WATTS LFS777 1" Y-STRAINER; ORAPPROVED EQUAL
SPACE EQUIPMENT TO PROVIDEACCESS TO Y STRAINER AND PERLOCAL ORDINANCE
HUNTER PRO-C CONTROLLER
CONDUIT FROM SOLAR SYNC SENSOR TOCONTROLLER OR TO A POINT 12" BELOW GRADE
SUITABLE POST, POLE, GUTTER MOUNT. MOUNT INLOCATION THAT MAXIMIZES DIRECT SUNLIGHT,OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAYPATTERN
MODEL: SOLAR SYNC SENSORUP TO 200' AWAY
CONDUIT FOR VALVE CONTROL WIRE ANDSOLAR SYNC COMMUNICATION WIRE
MODEL SOLAR SYNC MODULE. MOUNT LESS THAN6' AWAY FROM CONTROLLER. MODULE CAN BEMOUNTED INTERNALLY WHEN PAIRED WITH THEPCC CONTROLLER. "
COMMUNICATION WIRE, 18-2(WIRE TYPE TO MEETINSTALLATION CODE REQUIREMENTS), FROMMODULE TO SENSOR. MAXIMUM TOTAL WIREDISTANCE, 200 FEET
ISOLATION BALL VALVE; SCH. 80PVC
2-4" MAX.
3/4" DIA. GRAVEL, 6"MIN. DEPTH
PVC MAINLINE
FILTERFABRIC
MASTER VALVE; HUNTERICV-101-G NORMALLYCLOSED-ELECTRIC VALVE
ARMOR RECTANGULARBOX; OR APPROVEDEQUAL
PVC MAINLINE
FINISHEDGRADE
FLOWISOLATION VALVE ONUP-STREAM(METER) SIDE
NOTE:1. MAINLINE DEPTH MAY VARY BETWEEN 12" AND 24" WITH 12" MIN. AT TOP
OF PIPE2. LATERAL DEPTH MAY VARY BETWEEN 12" AND 18" WITH 12" MIN.3. SAND ENVELOPE SHALL BE INSTALLED IF ROCK IS PRESENT
LATERAL LINE, SIZE PER PLAN
4" MIN. CLEARANCE FROMMAINLINE AND LATERALS
TURF PER SPECIFICATIONS
FINISHED GRADE TO MATCHADJACENT FINISH GRADE
MAIN LINE, SIZE PER PLAN
SOIL BACKFILL FREEFROM DEBRIS 1/2" DIA. &GREATER
NYLON TP-WRAPS @ 5'-0"O.C.
SAND ENVELOPE
TWO-WIRE PATH2" MIN.
9" MIN.
12" MIN. 3" MIN.
HUNTER MSBN-10H BUBBLER ON 6" POP-UP;REF. TO PLAN FOR LOCATION AND NUMBERREQUIRED ON EACH TREE.SPACE REQUIRED NUMBER OF HEADSEQUIDISTANT AROUND EDGE OF PIT.
EDGE OF TREE PIT
TREE BUBBLER LATERAL PIPING; SIZEAS NOTED ON PLAN
TREE ROOTBALL
1/2"
PLAN VIEW
PLACE POP-UP BUBBLER DIRECTLY AT THEEDGE OF THE ROOTBALL. ENSURE THAT THESTREAM BUBBLER SPRAYS DIRECTLY ONTOTHE ROOTBALL TO WET THOROUGHLY.
RUN WIRING BENEATH ANDBESIDE MAINLINE. TAPE ANDBUNDLE AT 10- FOOT INTERVALS
ALL SOLVENT WELD PLASTICPIPING TO BE SNAKED INTRENCH AS SHOWN.
TIE A 24- INCH LOOP IN ALL WIRING ATCHANGES OF DIRECTION OF 30° ORGREATER. UNTIE AFTER ALLCONNECTIONS HAVE BEEN MADE.
MAINLINE, LATERALAND WIRING IN THESAME TRENCH
MAINLINEPIPE
LATERALPIPE
WIRING INCONDUIT
SECTION VIEW
PLAN VIEW WIRE WITHOUT CONDUIT
NOTES:1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH-40 PVC TWICE THE
DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN2. FOR PIPE AND WIRE BURIAL DEPTHS SEE TRENCH PROFILE DETAIL
RECTANGULAR VALVEBOX TO MEET LOCALORDINANCE
CONTROLLER POWER SOURCE
6"-10"
UNION EA. SIDEOF VALVE
MAIN LINE
FINISHED GRADE
LINE SIZE SCH-80 PVC BALL VALVE
FILTER FABRIC & GRAVELDRAINAGE, 4" MIN. DEPTH
MIN. 3" CLEARANCE BETWEENVALVE HANDLE AND VALVE BOX
18" D
EPTH
MIN
.24
" MAX
.
SCH-80 NIPPLE, SIZE ANDLENGTH AS NEEDED
VALVE BOX BY ARMOR, PENTEK,NDS; OR APPROVED EQUAL
Sheet Number:
Drawn By:
Sheet Title:
Issue Date:
Checked By:
November 28, 2016
PROJECT NUMBER
IRRIGATIONDETAILS
LI 2.1
pjr, wor
jr
H O R I Z O NDESIGN and DEVELOPMENTPLANNING LANDSCAPE ARCHITECTURE
DEVELOPMENT CONSULTING
1370 Pantheon Way, Suite 210San Antonio, Texas 78232
210.831.8564 [email protected]
OWNER
PROJECT
2016-240
REVISIONS
C and M Villareal5000 SF Warehouse
Intersection of Zarzamoraand Applewhite RoadSan Antonio, Texas 78224
BACKFLOW DEVICE1
ZONE VALVE3IRRIGATION SLEEVE7
QUICK COUPLER VALVE5
MASTER VALVE2TREE BUBBLER ASSEMBLY6
IRRIGATION TRENCH9
IRRIGATION CONTROLLER10
WEATHER SENSOR11
MANUAL ISOLATION VALVE4TRENCH PROFILE8C and M Villareal,FLP
216 Market Ave., Suite 215San Antonio, TX 78006
3" MIN.
ON
OFF
F
A
FINISH GRADE
ELL; PVC SCH 40
PVC SCH 80 NIPPLE (LENGTH ASREQUIRED, 1 OF 2)
30 INCH LINIER LENGTH OF WIRE,COILED
WATERPROOF CONNECTION SPLICE
ID TAGVALVE BOX WITH LOCKINGLID.
PVC SCH 80 NIPPLE(LENGTH AS REQUIRED, 1OF 2)ELL; PVC SCH 40
PVC MAINLINE SCH 40
PRESSURE REGULATOR;PSI-M30X-075
LATERAL PIPE TO DRIP HEADERS
6 INCH MIN. DEPTH OF 3/4"WASHED GRAVEL
CONTROL ZONE KIT;LF- RAINBIRD XCZ-075-PRF (.2-4 GPM)MF- RAINBIRD XCZ-100-PRB-COM (3-20 GPM)HF- RAINBIRD 150-PEB-PRS-D WITH LCRBY150D HIGHCAPACITY DISC FILTER (20-75GPM)
RAINBIRD EASY FIT INSERT FITTINGSOR 17mm BARBED FITTINGS; FLUSHVALVE AT END OF LINE
AIR/VACUUM RELIEF VALVE;(INSTALL AT HIGH POINT INLANDSCAPE FOR DRIP ZONETREATED)
LANDSCAPE DRIPLINE TUBING; RAINBIRDXFS-09-18 FOR PLANTING BEDS ANDXFS-06-12 FOR TURF APPLICATIONS
CONTROL ZONE KIT; RAINBIRD
SUPPLY LINE
SUPPLY HEADER; PVC SCH 40WITH INSERT FITTINGS
RAINBIRD EASY FITCOMPRESSION FITTINGS OR17mm INSERT FITTINGS
RAINBIRD EASY FITCOMPRESSION FITTINGS OR17mm INSERT FITTINGS
LANDSCAPE DRIPLINE TUBING; RAINBIRDXFS-09-18 FOR PLANTING BEDS ANDXFS-06-12 FOR TURF APPLICATIONS
RAINBIRD EASY FITCOMPRESSION FITTINGS OR17mm INSERT FITTINGS
FLUSH CAP BY RAINBIRD
INLINE FILTER
F
RAINBIRD EASY FITCOMPRESSION FITTINGS OR17mm BARBED FITTINGS WITHFLUSH VALVE
C
F
A
C
F
AIR/VACUUM RELIEF VALVE;(INSTALL AT HIGH POINT INLANDSCAPE FOR DRIP ZONETREATED)
CONTROL ZONE KIT; RAINBIRD
SUPPLY HEADER; PVC SCH 40WITH RAINBIRD EASY FITCOMPRESSION FITTINGS OR17mm BARBED FITTINGS
LANDSCAPE DRIPLINE TUBING
PVC BALL VALVE, SCH.80
SxSxT PVC TEE
RAINBIRD THREADED INSERT ADAPTER TOTEE, SIZE AS NECCESSARY
SCH-40 PVC HEADER
RAINBIRD DRIP LINE CONNECTED TOINSERT FITTING
SxSxT PVC TEE
RAINBIRD THREADED INSERT ADAPTER TOTEE, SIZE AS NECCESSARY
SCH-40 PVC HEADER
RAINBIRD DRIP LINE CONNECTED TOINSERT FITTING
4"-6"
NOTE:1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING.2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO SEE SPRAY FROM
THE NOZZLE, SET THE ARC TO 14 PATTERN. THE FLOW FROM THE NOZZLE, 0.3GPM, SHOULD BE ACCOUNTED FOR IN THE SYSTEM DESIGN.
FINISH GRADE/TURF/MULCH
OPERATION INDICATORRAINBIRD MODEL: OPERINDRAINBIRD XFS DRIPLINE
NOTE:1. ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN
ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX.
FLUSH CAP FOR EASY FIT COMPRESSIONFITTINGS:POTABLE- RAINBIRD MDCFC APNON-POTABLE: RAINBIRD MDCFPC AP
FINISH GRADE
EASY FIT COUPLING: RAINBIRD SEB7XB6 INCH ROUND VALVE BOX
RAINBID XFS DRIPLINE
3 INCH MINIMUM DEPTH OF 3/4"WASHED GRAVELBRICK (1 OF 2)
TOP OF MULCH/TURF6 INCH ROUND VALVE BOX
1/2" AIR RELIEF VALVE RAINBIRD ARV050INSTALLED AT THE HIGH POINT IN THEDRIP ZONE
BRICK (1 OF 2)3" MINIMUM OF 3/4" WASHED GRAVEL
PVC HEADER OR XFS DRIP LINE
PVC TEE OR BARB TEE FEMALEADAPTER
SCH 80 RISER AND ADAPTER IFNECESSARY
Sheet Number:
Drawn By:
Sheet Title:
Issue Date:
Checked By:
November 28, 2016
PROJECT NUMBER
IRRIGATIONDETAILS
LI 2.2
pjr, wor
jr
H O R I Z O NDESIGN and DEVELOPMENTPLANNING LANDSCAPE ARCHITECTURE
DEVELOPMENT CONSULTING
1370 Pantheon Way, Suite 210San Antonio, Texas 78232
210.831.8564 [email protected]
OWNER
PROJECT
2016-240
REVISIONS
C and M Villareal5000 SF Warehouse
Intersection of Zarzamoraand Applewhite RoadSan Antonio, Texas 78224
CONTROL ZONE KIT1
DRIPLINE INSTALLATION (END FEED)2
DRIPLINE INSTALLATION (CENTER FEED)3
AIR RELIEF VALVE4
DRIPLINE FLUSH VALVE5
DRIPLINE FITTINGS6
DRIP DESIGN NOTES8
OPERATION INDICATOR7
CONTRACTOR TO USE EASY FIT COMPRESSION OR17MM INSERT FITTINGS WITH DRIPLINE BY RAINBIRD. REFER TO MANUFACTURER'SSPECIFICATIONS FOR ALL PARTS TO INSURECOMPATIBILITY.
PROPER SIZING OF SUPPLY AND EXHAUST HEADERS(17MM XFS SERIES DRIPLINE)
NOTE: A 45 PSI PRESSURE REGULATOR IS RECOMMENDED TO OBTAIN MAXIMUM RUN LENGTHSAND MAXIMIZE ZONE SIZE WHEN INSTALLING XFS SERIES DRIPLINE.
TOTAL ZONE FLOW
UP TO 5 GPM
PIPE SIZE
5.1 TO 8 GPM
8.1 TO 13 GPM
13.1 TO 22 GPM
22.1 TO 31 GPM
1/2" SCH 40 PVC or 1/2" CLASS 315 PVC
3/4" CLASS 200 PVC
1" CLASS 200 PVC
1-1/4" CLASS 200 PVC
1-1/2" CLASS 200 PVC
1.) DRIP LINE SHALL BE BURIED 3" TO 5" BELOW FINISHED SOIL GRADE IN PLANTING BEDS AFTERPLANTING AND BEFORE MULCH AND 4" TO 6" BELOW FINISHED GRADE IN TURF AREAS.2.) STAGER EMITTER SPACING IN PARALLEL ROWS TO CREATE TRIANGULAR WETTING PATTERN.3.) ALL DRIP LINE SHALL BE SECURED USING SOIL STAPLES AS SUPPLIED BY THE MANUFACTURERSPACED A MAX. OF 3' ON CENTER.4.) DRIP LATERALS SHOWN ON THE PLANS ARE USED TO INDICATE ZONING SIZES ANDRELATIONSHIPS. INSTALLATION OF DRIP ZONES SHALL FOLLOW ONE OF THE TWO METHODSDESCRIBED IN DTLS. 3/4-LI 2.2. AND RAIN BIRD'S RECOMMENDED INSTALLATION SPECIFICATIONS.5.) RAIN BIRD XFS SERIES DRIP LINE SHALL BE USED AS FOLLOWS;
TURF AREAS; XFS-06-12, ROWS SPACED AT 12 INCHES ROWS SPACED AT 12 INCHESBED AREAS; XFS-09-18, ROWS SPACED AT 18 INCHES ROWS SPACED AT 18"BED AREAS WITH SLOPE 3:1 OR MORE; XFCV-06-12
6.) WHEN CONFLICTS OCCUR BETWEEN THESE DRAWINGS AND THE MANUFACTURER'SSPECIFICATIONS DEFER TO THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS.7.) EACH DRIP ZONE SHALL HAVE A DRIP SYSTEM OPERATION INDICATOR, RAIN BIRD MODELOPERIND. INSTALL PER RAIN BIRD RECOMMENDATIONS.
C and M Villareal,FLP
216 Market Ave., Suite 215San Antonio, TX 78006
STRUCTURAL / CONSTRUCTION ENGINEERS
A- Exterior Beam
E- Lug at O.H. Door
Typical Structural Sections0 2' 4'
B- Interior Beam
F- Sawcut
C- Metal BuildingColumn at Footing
D- Metal BuildingColumn at Footing
Keynotes2.1) Select structural compacted fill as recommended by the geotechnical engineer.
2.2) Final drainage of surface water from landscaped areas shall be constructed in a manner to provide for proper drainage - refer to civil site plan and grading plan.
2.6) Flatwork refer to architectural.
3.1) 10 mil thick plastic polyolifin vapor barrier, type recommended to be in contact with the soil or fill under a concrete slab, listed in ASTM E1745 Class A with a permeance less than 0.01 as determined by ASTM E96. Polyethylene is not acceptable. Install vapor retarder solidly within and below slab surface with joints lapped at least 6 inches and taped continuously with recommended pressure-sensitive tape. Extend vapor retarder down the sides of the beam trenches and terminate so that it does not extend across the trench bottom. Contractor and Architect (not structural engineer) shall verify that vapor retarder selected is compatible with proposed floor finishes.
3.2) #4 at 16 inches on center each way centered in concrete slab thickness. Extend slab reinforcing to top outside perimeter beam bar. Start slab steel spacing not more than 6 inches from top inside beam bar. Add 3-#4 diagonal bars x 4' long above typical slab reinforcing at all slab interior corners. Add #4 "Z" bars at 12 inches on center where slab steps down greater than 3 inches.
3.3) 2- #6 continuous beam reinforcing bars top and bottom with #3 stirrups at 18" on center. Start stirrup spacing at ends of horizontal beam bars. Lap #6 "Z" bars to horizontal bars where beam steps down greater than 3". Lap 2- #6 corner bars top and 2- #6 corner bars bottom to horizontal beam bars at all beam corners and dead end beam intersections. For beams with depth exceeding 3'-0", add #4 continuous mid-height horizontal bars at each beam face at 12" on center.
3.4) Reinforce footomh with #6 bars at 8" on center each way 3" clear from the footing bottom and below the beam reinforcing. Continue beam reinforcing through the footing.
3.5) 3/16" wide saw cut joints. Joints shall be cut 4 to 8 hours after concrete is set and shall be a minimum of at least 1/4 of the slab thickness in depth. Reinforcement shall be continuous through sawed joints. Fill saw cuts with EUCO 700 Semi-Rigid industrial floor joint filler as manufactured by the Euclid Chemical Company. Follow manufacturers recommendations and directions for application of product.
3.7) #4 dowel x 48" long at 12 inches on center. Extend 24" into foundation and 24" into flatwork.
13.2) Metal building column.
13.7) Metal building column base plate fabricated on column. Provide number and size of anchor bolts into footing as specified/noted. Do not use hooked anchor bolts use headed anchor bolts. Each headed anchor bolt shall have two nuts provided. One nut shall be placed on the anchor with the top of the nut flush with finish floor. The second nut shall be used to anchor the column down to the foundation.
13.12) Metal building wall sheet.
B
C
2 3 41 5
A
D
B
C
A
D
2 3 41 5
Foundation Plan0 8' 16'
EEA C
A
AC
F B
B
D
D
A
Structural Design Criteria1) The Building Code Requirements for 2015 International Building Code is the basic code document used in the preparation of these structural documents. Additional codes and references are as noted. All structural work shall be according to all local codes in addition to this basic code document.
2) Beicker Consultants LLC designed the foundation for this project as a specialty engineer and is not accepting the responsibility of "Engineer of Record" for this project. Beicker Consultants LLC did not design other structural components and the overall building integrity.
3) The Texas Architectural Barriers Act (Article 9102, Texas Civil Statutes) requires the prime design consultant submit construction documents for all projects with an estimated construction cost of $50,000 or more to the Texas Department of Licensing and Regulation for review before commencing construction. Failure to comply may result in up to $1,000 per day administrative penalties for each violation. The Owner and prime design consultant understand Beicker Consultants LLC will perform only structural engineering services, which does not include submitting documents to the Texas Department of Licensing and Regulation.
4) Beicker Consultants LLC based the foundation design indicated on these construction documents upon our limited knowledge of soil conditions in the vicinity because the Owner declined to hire a Geotechnical Engineer to investigate this site against our recommendations. If we assumed less expansive or stiffer soils than actually exist, then we expect differential foundation movements and associated problems. Although we attempt to assume conservative soil properties that will not impair the structural integrity of the project, we did not have the expertise or benefit of laboratory investigations from a geotechnical engineer. Beicker Consultants LLC therefore does not assume responsibility for the performance of the designed foundation should actual surface or subsurface soil conditions vary from our assumptions.
5) The Contractor shall familiarize himself with the site and subsurface conditions. Ignorance of conditions is not a basis for a claim for additional compensation. Layout the building by a licensed surveyor.
6) Drawings of specific details on the drawings indicate the intent of the structural design and in most cases, are typical conditions or very similar to other details. Consider typical conditions not necessarily noted as typical as typical for other conditions.
7) Understanding the structural requirements shown on the structural documents requires cooperation among all parties involved. Design and construction are complex. Although Beicker Consultants LLC designed the project with due care and diligence, we do not guarantee perfection. Communication is necessary. Immediately report structural discrepancies for our interpretation. Consider unresolved discrepancies as the more costly interpretation of the discrepancy.
8) Structural design is based on the following: Floor live loads: Slab-on-grade: = 125 psf Floor live loads shall be posted for each floor or part thereof
Floor dead loads: Slab-on-grade: = 75 psf
Roof live load: = 20 psf
Roof collateral dead load: = 3 psf
Metal Building Manufacturer shall verify location of unit(s) according to mechanical plan(s) and add weight of unit(s) to design roof system.
Ground Snow Load = 5 psf, Importance Factor (I) = 1.0
Design Load Combinations D D + L D + Lr D + .75(L) + .75(Lr or S or R) D + (.6W or 0.7E) D + .75(.6W)+ .75 L + .75(Lr or S or R) D + .75 (.7E) + .75 L + .75 S .6D + .6W 0.6D + 0.7E
Wind Loads 2012 2015 IBC ASCE 7-10 Chapter 27 Part 1 - Enclosed, Partially Enclosed, & Open Building of all HeightsUltimate design wind speed (3-second gust) = 115 mph, Design wind press.= 18 psf.Nominal design wind speed (3 sec. gust) = 90 mph, Structure Type = Building Structure Classification Category II, Exposure Category B Topographic Effects (Kzt) = 1.0, Gust Effect Factor (G) = 0.85, Rigid StructureEnclosure Classification: Partially enclosed Uplift: 7 psf
Seismic - (assumed) Seismic Use Group: = IISeismic Importance Factor: = I Site Class: = D Seismic Design Category: = ABasic Seismic-Force-Resisting System: = Moment Resisting Frames (Metal Building)Analysis Procedure: = Simplified
Soil Design Parameters: (assumed) The soils supporting the foundation are expansive with an effective Plasticity Index (PI) > 15 Min ext beam depth below final grade: = 30" Allowable soil bearing capacity (f'p): = 2,000 psf total load Building Code Section 1816 soil parameters: em Cl = 6', em El = 3', ym Cl = 1.5", ym El = 0.9"
Structural SubmittalsSubmit to the Structural Engineer for review appropriate schedules, shop drawings, samples, test reports, and product data that isrelated to the structural portion of the Work according to Standard General Conditions of the Construction Contract prepared byEngineers Joint Contract Documents Committee (EJCDC). No work shall be fabricated until Structural Engineer's review has beenobtained. A list of structural submittals required for this project is:
Fabrication / Erection Drawings: DATE BY REMARKS Foundation reinforcing steel Pre-engineered metal buildings:
Reports: DATE BY REMARKS Earthwork below building testing reports: Concrete mix design: Concrete test results: Concrete monitoring during concrete placement reports: Bolt tightening test results: Pre-engineered metal building design statement:
Structural Special Inspections and Testing1) The registered design professional in responsible charge (RDPiRC) for this project is the Architect. Submit all special inspection reports directly to the RDPiRC for review. Also, submit the structurally related special inspection reports to the structural engineer for his review.
2) The general contractor is responsible for coordinating all testing, inspections and notifying the Architect/Engineer and Special Inspectors of work ready for inspection. The general contractor must provide access to and means for proper inspection of such work.
3) A qualified independent testing laboratory (meeting the qualifications of ASTM-329 and accredited by American Association of State Highway and Transportation Officials (AASHTO) and/or the American Association for Laboratory Accreditation (A2LA) and inspected by the Cement and Concrete Reference Laboratory (CCRL) of the National Bureau of Standards) shall perform the inspection and testing services as the special inspector(s) as required by laws, ordinances, rules, regulations, orders or approvals of public authorities, and also additional inspections, sampling and testing required for his own convenience and for retesting when Work does not comply with the requirements of the Contract Documents.
4) Each Special Inspector is responsible to verify and inspect the work for compliance with the approved plans, plan revisions and supporting documents. The Special Inspector shall submit a field report to the Architect/Engineer and to the general contractor for each inspection/test made.
5) Special inspectors shall meet the qualification requirements set forth in ASTM C1077 for concrete inspection and testing, ASTM D-3740 for soils inspection and testing, ASTM C1093 for masonry inspection and testing.
6) Submit the name of the licensed professional engineer with responsible charge of his firm's activities on the project and his background in management of quality assurance for the type of work involved.
7) Furnish to the Testing Laboratory(s) two complete sets of project Contract Documents to facilitate monitoring, inspections and testing.
8) Special Inspectors shall prepare, sign and submit to the RDPiRC with a copy to the owner and the general contractor (and to the Building Official if he requests) his "Report of Required Special Inspections" after the general contractor completes his work according to the approved plans. The Special Inspector shall prepare his "Report of Required Inspections" using the form approved by and available from the Building Official.
9) Provide for the special inspector a "Special Inspector Status Log" at the project site using the standard form approved by and available from the building official so that the special inspectors can sign the form at each of their visits to the site.
10) The RDPiRC is responsible to prepare, sign and submit the "Final Report of Required Inspections" for submittal to the Building Official after the general contractor completes his work according to the approved plans. The RDPiRC shall prepare the "Final Report of Required Inspections" using the form approved by and available from the building official.
Earthwork Below Building1) Strip topsoil and all organic material from the building pad area prior to starting foundation work. Earthwork shall extend a minimum of 5 feet beyond the building perimeter and shall include any adjacent flatwork.
2) Excavate a minimum of 12-inches of existing soils to the elevation required for fill placement. Notify geotechnical engineer for his review to determine the suitability of the underlying soils for slab support. Backfill overexcavated areas with compacted select fill.
3) Proofroll area under the building and 5 feet beyond the building perimeter to locate any loosely compacted subgrade with a minimum of 10 passes of a 25 ton pneumatic roller (minimum contact pressure of 90 psi). Remove and replace weak zones with soils having similar classification, moisture content, and density as the adjacent soils. Notify geotechnical engineer for him to witness the proofrolling operations to check that the subgrade is being prepared according to these specifications.
4) Scarify subgrade to 8" in depth. Compact the exposed scarified subgrade to dry density of at least 95% of the maximum dry density as determined by standard Proctor compaction test method (ASTM D-1557 D-698) at optimum moisture content (+2 to +4%).
5) Compact the exposed subgrade to a minimum depth of 8" to dry density of at least 95% of the maximum dry density as determined by ASTM D-698 standard Proctor test procedure at optimum moisture content (0 to +3%). Conduct one field test for each 3,500 s.f. of subgrade below the building(s) for "Density Control of Compaction" according to the latest ASTM D-2922 and ASTM D-3017. (Minimum of 3 tests total)
6) Select fill below the slab shall be crushed limestone meeting the requirements of Texas State Department of Transportation 1993 Standard Specifications for Construction of Highways, Streets and Bridges Item 247, Type A, Grade 2 or Type B, Grade 2.
7) Select fill shall be 24 inches minimum thickness compacted in the field not to exceed 8" lifts loose measure to a dry density of at least 95 percent as determined by ASTM D-698 standard Proctor test procedure at optimum moisture content (-1% to +3%). Conduct one field density test for each 3,500 s.f. of select fill below the buildings for "Density Control and Compaction" according to the latest ASTM D-2922 and ASTM D-3017. Minimum of 3 tests total per lift. Test as recommended.
8) The final 2 feet of exterior backfill shall consist of either CL or CH material. Compact the backfill in 8 inch loose lifts to a dry density of 95 percent as determined by standard Proctor compaction test method (ASTM D-698) at optimum moisture content (0 to +4%).
8a) Coordinate inspection and testing services in order for the special inspector to test moisture/density for each fill lift within the exterior backfill at least every 100 lf of exterior backfill length for "Density Control of Compaction" according to the latest ASTM D-2922 and ASTM D-3017 (at least 2 tests minimum per lift per wall).
9) Utility trenches within the building shall be carefully backfilled, moisture conditioned and compacted so that the trench does not become an avenue for moisture to more freely travel under the building.
9a) Coordinate inspection and testing services in order for the special inspector to test moisture/density for each fill lift within the utility trench at least every 100 lf of trench length for "Density Control of Compaction" according to the latest ASTM D-2922 and ASTM D-3017 (at least 2 tests minimum per lift per trench).
10) The Testing laboratory shall submit a written statement with a copy directly to the Structural Engineer at the completion of the Part of the Project summarizing the tests/monitoring performed and the compliance of the test results/items monitored with the specified requirements.
11) The finish surface grading around the building should be graded to insure adequate drainage of surface water away from the building. Refer to civil site plan/architectural plan.
Concrete1) Construct formwork to maintain tolerances as outlined in ACI 347. Reuse formwork according to ACI 347. Extend formwork at least six (6) inches below the finish grade elevation on perimeter beams. Cut temporary port openings in order to drain exposed trenches during construction in case of inclement weather.
2) Trench grade beams in order to provide the beam cross section indicated. Beam and slab depths and widths indicated are minimum acceptable sizes. Larger size beams and slabs formed by less accurate trenching may require additional reinforcing not shown which shall be determined by the structural engineer during construction review. All loose dirt from sides and bottoms of trenches shall be removed. Cut haunches on each side of trenches of adequate size to maintain the vertical sides of the trench.
3) Trench below the slab thickness for placing electrical conduit and plumbing lines. Bury electrical conduit and plumbing lines below the slab thickness and outside of the grade beam trenches. Do not place conduit or plumbing pipes under and parallel to grade beams. Wrap any sewer, storm, water or electrical piping lines crossing grade beams with PVC sleeves for protection from ground movements. Extend sleeves at least 6 inches past the trench width. Isolate concrete-encased grounding electrode from structural reinforcing.
4) Reinforcing steel shall comply with the requirements of ASTM A-615, grade 60. Reinforcing steel shall be continuous with splices lapped at least 40 diameters. Stirrups and ties may be grade 40 for bars #3 and smaller. Tie wire shall be 18 gage annealed type.
5) Fabricate bent bars according to ACI 315. Install reinforcing with clearance for concrete coverage around reinforcing steel according to ACI 318.
6) Concrete shall develop a 28-day compressive stress (f'c) of at least 3,000 psi. Mix concrete according to ACI 301. Water cement ratio shall not exceed 0.50 (3,000 psi). Use a maximum aggregate size of 1 1/8" or according to ACI 318. Maximum aggregate size between bars shall also pertain to between the forms and bars.
7) The proportions of materials and use of admixtures influence the concrete strength along with the means and methods of construction. The contractor is responsible to determine that the concrete is suitable for its intended purpose. The engineer recommends the contractor consider the following in determining the concrete for this project: Cement shall be Type 1 (gray). Fly ash shall be Boral Materials, Class C. If fly ash is used, do not exceed 20% of the total fly ash and cement used by weight. Include a polymeric compound water-reducing admixture that complies with ASTM C494. Do not add an air entrainment additive. Mix shall result in a finished concrete product with moisture contents necessary to properly cure the concrete. Floor sealers, hardeners, finishes and coverings shall be compatible with concrete properties (ie, but not limited to, moisture and alkalinity properties).
8) Before placement of any concrete, submit concrete mix design(s) to be used on the project. Concrete shall be in strict accordance with the mix design.
9) Place and cure concrete according to ACI 302. 1R. Do not use concrete that has not been placed in the forms before 1.5 hours after the initial mixing water was added, regardless of temperature or slump - No Exceptions. Finish according to ACI 117 tolerances. Finish the slab surface to at least an F Number value of FF-45/FL-35. Contractor shall confirm all slope and FF/FL requirements with Owner/Architect prior to bidding and construction.
10) Coordinate structural engineer's review, the building official inspection and the special inspector inspection and testing services before each concrete placement. The Building Official shall inspect footings and foundations (IBC Section 110.3.1). The Building Official may accept a review by the structural engineer in place of the Building Official conducting the review.
Pre-Engineered Metal Building1) Metal buildings shall be designed and fabricated under the direct supervision of a licensed Professional Engineer. Any non-signed and sealed submittals will not be reviewed.
2) Inspection of Fabricators (IBC Chapter 1704.2.5). The fabricator shall submit to the RDPiRC with a copy to the owner and the general contractor a certificate of compliance stating that he fabricated his work either under the inspection services of a special inspector or under the inspection services of his nationally recognized trade organization that requires quality control inspections.
3) Limit the metal building design drift to no more than the allowable deflection limitations of back-up the components that are specified by the building code for the veneer systems supported by the metal building structure.
4) Building frame resistance for lateral loads shall be designed so that columns do not transfer moment into the foundation.
5) Provide a statement/letter by the design engineer stating that the structural design of the metal building is in compliance with the specified code requirements. This letter shall be signed and sealed by the Metal Building System Engineer who is a Registered Professional Engineer in the state of Texas. Any non-signed and sealed submittals will not be reviewed.
6) Inspect high-strength bolt tightening as required by the Building Code.
7) Submit a written statement with a copy directly to the Structural Engineer at the completion of the Part of the Project summarizing the tests/inspections performed and the compliance of the test results/items inspected with the specified requirements.
8) Framing fabrication shall be fabricated members in accordance with AISC Specifications for plate, bar, tube, or rolled structural shapes. Framing member finish shall be cleaned and shop primed.
9) Anchor bolts shall be unprimed, ASTM A 193 Grade B-7 or ASTM F-1554 Grade 105 or equivalent all thread; diameter and quantity as specified by the metal building manufacturer, length to be determined by the Structural Engineer after signed and sealed metal building submittals have been reviewed.
10) Wall girt, roof rafter and column flange brace locations shall not be located below the interior finish out ceiling height. Coordinate ceiling elevations with Architectural drawings.
11) Coordinate structural engineer's review, the building official inspection and the special inspector inspection and testing services.
The Building Official shall inspect the primary structural framing. The Building Official may accept a review by a licensed professional engineer in place of the Building Official conducting his inspection. (IBC Chapter 110.3.4)
The special inspector (SI) shall inspect bolted connections according to AISC specifications for the turn-of-the-nut method. (IBC Chapter 1705.2)
No
Applicable
Concrete Notes
List of IBC Chapter 17 Special Inspections
1705.5
1705.4
1705.3
1705.2 Steel Construction
1705.1.1 Special Cases
1705.9
Soils
1705.8
Wood Construction
1705.7
Masonry Construction
1705.6
Concrete Construction
Testing for Seismic Resistance
1709
Special Inspections for Seismic Resistance
1708
1705.15
Sprayed Fire-Resistant Materials1705.14
Fire-Resistance Penetrations and Joint
1705.13
Helical Pile Foundations
1706
Testing for Smoke Control1705.18
Design Strengths of Materials
1705.17
EIFS Refer To Architectural
1705.11
Driven Deep Foundations
1705.12
Cast-in-Place Deep Foundations
1705.16
Mastic and Intumescent Fire-Resistant Coating
1707 Alternative Test Procedures
Special InspectionsSectionIBC Location
Special Inspections for Wind Resistance
Preconstruction Load Tests
In-Situ Load Tests
Metal Building
Earthwork Below the Building Notes
1705.10 Fabricated Items
Yes
Yes
No
No
Yes
No
No
No
No
No
No
No
No
No
No
No
JOB NO.
DATE
SHEET
2702 N Loop 1604 E, Suite 201 San Antonio, Texas, 78232 Phone (210) 824-2908 Fax (210) 496-9330
C
Beicker Consultants LLC, Structural / Construction Engineers
F-17
115
BEICKER CONSULTANTS, LLC438 N. Tayman ST.San Antonio, Texas
Tciano Construction LLC C&M WarehouseS. Zarzamora and Applewhite RD.San Antonio, Texas
Sep. 22, 2016
16412-0P
C
S1.1
F-17115
FIRST FLOOR PLAN0"
B.O. EAVE20' - 0"
PRE-FIN. METAL BUILDINGROOF PANEL ON STEELFRAMING, RE: P.E.M.B.
2'-6" x 4'-0"FIXED ALUMN.WINDOW
H.M. DOOR &FRAME, PAINT
PRE-FIN. METAL BUILDINGWALL PANEL ON STEELFRAMING, RE: P.E.M.B.
12'-0" x 16'-0"OVERHEAD DOORS
STEEL FRAMING,RE: P.E.M.B.
FIRST FLOOR PLAN0"
B.O. EAVE20' - 0"
PRE-FIN. METAL BUILDINGROOF PANEL ON STEELFRAMING, RE: P.E.M.B.
2'-6" x 4'-0"FIXED ALUMN.WINDOW
H.M. DOOR &FRAME, PAINT
PRE-FIN. METAL BUILDINGWALL PANEL ON STEELFRAMING, RE: P.E.M.B.
12'-0" x 16'-0"OVERHEAD DOORS
STEEL FRAMING,RE: P.E.M.B.
FIRST FLOOR PLAN0"
B.O. EAVE20' - 0"
STEEL FRAME,RE: P.E.M.B.
PRE-FIN. METAL BUILDINGROOF PANEL ON STEELFRAMING, RE; P.E.M.B.
PRE-FIN. METAL BUILDINGWALL PANEL ON STEELFRAMING, RE: P.E.M.B.
2'-6" x 4'-0" FIXEDALUMN. WINDOW
FIRST FLOOR PLAN0"
B.O. EAVE20' - 0"
PRE-FIN. METAL BUILDINGWALL PANEL ON STEELFRAMING, RE: P.E.M.B.
H.M. DOOR &FRAME, PAINT
2'-6" x 4'-0"FIXED ALUMN.WINDWO
PRE-FIN. METAL BUILDINGROOF PANEL ON STEELFRAMING, RE: P.E.M.B.
1783
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drawn by:
date:
project #:
drawing number:
drawing title:
Open studio architecture, PLLC © 2016All Rights Reserved
THIS DRAWING IS PROVIDED AS AN INSTRUMENTOF SERVICE BY THE ARCHITECT AND IS INTENDEDFOR USE ON THIS PROJECT ONLY. THE DRAWINGREMAINS THE PROPERTY OF THE ARCHITECT AND
SHALL BE RETURNED TO HIM/HER UPONCOMPLETION OF THE CONSTRUCTION WORK.PURSUANT TO THE ARCHITECTURAL WORKSCOPYRIGHT PROTECTION ACT OF 1990, ALL
DRAWINGS, SPECIFICATIONS, IDEAS, AND DESIGNS,INCLUDING THE OVERALL FORM, ARRANGEMENT,
AND COMPOSITION OF THE SPACES, ANDELEMENTS APPEARING HEREIN, CONSTITUTES THE
COPYRIGHT WORK OF THE ARCHITECT. ANYREPRODUCTION, USE, OR DISCLOSURE OF
INFORMATION CONTAINED HEREIN WITHOUTPRIOR WRITTEN CONSENT OF THE ARCHITECT IS
STRICTLY PROHIBITED.
checked by:
The Finesilver Building816 Camaron, Suite 230
San Antonio, Texas 78212Tel: 210.417.4307
www.openstudio-usa.com
A201
San
Anto
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Author
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EXTERIOR ELEVATIONS
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SCALE: 1/8" = 1'-0"
EAST ELEVATION1
SCALE: 1/8" = 1'-0"
WEST ELEVATION2
SCALE: 1/8" = 1'-0"
SOUTH ELEVATION4SCALE: 1/8" = 1'-0"
NORTH ELEVATION3
SCALE:
ISOMETRIC VIEW
Revisions
Number Description Date
7' - 4"
7' - 8
"
A1012
PRE-FIN. METAL BUILDINGWALL PANEL ON STEELFRAMING, RE: P.E.M.B.
2'-6" x 4'-0" FIXEDALUMN. WINDOW
H.M. DOOR &FRAME, PAINT
CONCRETE SLAB,REF: STRUCT. DWGS.
PRE-FIN. OVERHEADDOORS, RE: P.E.M.B.
PRE-FIN. METAL BUILDINGWALL PANEL ON STEELFRAMING, RE: P.E.M.B.
STEEL FRAMING,RE: P.E.M.B.
3A201
4A201
2A201
1A201
7' - 4"
1' - 0" 3' - 6"
6"3'
- 0"
7' - 8
"
1' - 5
"
1' - 6
"
TA-3
TA-1
TA-4
TA-5
TA-2 DOOR AND FRAMEPAINT
5/8" GYP. BD. ON EA. SIDE,PAINT, ON 2x4 WOOD STUDSAT 16" O.C.,
48" M
AX.
48" M
AX.
40"
MAX.
48"
MAX.
15" M
IN.
24"
MIRROR SOAPDISPENSER
PAPERTOWEL
DISPENSER15
" MIN
.24
"
48" M
AX.
30"
TOILETPAPER
DISPENSER
TOILETPAPER
HOLDER
SANITARYNAPKIN
DISPOSAL
SANITARYNAPKIN
DISPENSER
56" MIN. @ WALL-MOUNTED TOILET59" MIN. @ FLOOR-MOUNTED TOILET
60"
12" 15
"
7"~9"
TOILET PARTITION WHEREOCCURS
48" 12" MAX. 6" MAX. 36"
H.C.18" CLR.
REF.
A0.3
H.C.
17"~
19"
1 1/2"
MIN.
H.C.
17" M
AX.
24" S
TD.
42"
12"
24"
H.C.
34" M
AX.
H.C.15" MIN.
WATER CLOSETSIDE WALL
1 1/2" DIA. GRAB BARWITH 1 1/2" GAPFROM WALL
WATER CLOSETBACK WALL
URINAL
TOILET PAPERMOUNTING AREA
15" S
TD.
URINAL SCREENWHERE OCCURS
LAVATORY ORVANITY SINK
H.C.
27" M
IN.
OFFSETWASTE
ACCESSIBLESINK BOWL 61/2" DEEP
TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS
TYPICAL PLUMBING FIXTURES AND ACCESSORIES MOUNTING HEIGHTS
60" MIN.
9"
6"
TOE SPACE
9"
6"
COUNTER WHEREOCCURS
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drawn by:
date:
project #:
drawing number:
drawing title:
Open studio architecture, PLLC © 2016All Rights Reserved
THIS DRAWING IS PROVIDED AS AN INSTRUMENTOF SERVICE BY THE ARCHITECT AND IS INTENDEDFOR USE ON THIS PROJECT ONLY. THE DRAWINGREMAINS THE PROPERTY OF THE ARCHITECT AND
SHALL BE RETURNED TO HIM/HER UPONCOMPLETION OF THE CONSTRUCTION WORK.PURSUANT TO THE ARCHITECTURAL WORKSCOPYRIGHT PROTECTION ACT OF 1990, ALL
DRAWINGS, SPECIFICATIONS, IDEAS, AND DESIGNS,INCLUDING THE OVERALL FORM, ARRANGEMENT,
AND COMPOSITION OF THE SPACES, ANDELEMENTS APPEARING HEREIN, CONSTITUTES THE
COPYRIGHT WORK OF THE ARCHITECT. ANYREPRODUCTION, USE, OR DISCLOSURE OF
INFORMATION CONTAINED HEREIN WITHOUTPRIOR WRITTEN CONSENT OF THE ARCHITECT IS
STRICTLY PROHIBITED.
checked by:
The Finesilver Building816 Camaron, Suite 230
San Antonio, Texas 78212Tel: 210.417.4307
www.openstudio-usa.com
A101
San
Anto
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Tex
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OSA
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RESTROOM FLOOR PLAN
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SCALE: 1/8" = 1'-0"
FLOOR PLAN1
SCALE: 1/2" = 1'-0"
ENLARGED RESTROOM PLAN2
TOILET ACCESSORIES SCHEDULE
No. Description Manufacturer Model Comments
TA-1 HAND SOAP DISPENSER BOBRICK B-2112 48" MAX A.F.F. TO CENTER OF DISPENSERTA-2 MIRROR WITH S.S. FRAME BOBRICK B-293 2436 40" A.F.F. TO BOTTOM OF REFLECT. SURFACETA-3 PAPER TOWEL DISPENSER BOBRICK 4' - 4' 3/4" FROM A.F.F. TO TOP OF PAPER
TOWEL DISPENSERTA-4 (1) 42" and (1) 36" S.S. GRAB BARS BOBRICK B-6806
SERIES 1834" A.F.F. TO CENTER OF GRAB BAR
TA-5 SINGLE TOILET PAPER DISPENSER BOBRICK B-2888 14" TO 19" FROM A.F.F TO BOTTOM OFDISPENSER
Revisions
Number Description Date
APPLEWHITE RD.
13' -
2"
EQEQ
EQ
EQEQEQ
4 1/2"
12' -
5"4 1
/2"
GALV. SLEEVEHOLE @ CLOSEOPEN POSITION .
VERTICAL CEDARPLANKS, COORD.FINISH w/ G.C.
SLOPETO DRAIN
.
SLOPETO DRAIN
GALV. METALPOST, COORD.w/ G.C.6
.AS101
DUMPSTERBIN (N.I.C.)
72"
72"
CONC. APRON ANDDUMPSTER PAD, FLUSHw/ ASHPALT, COORD. w/ G.C.
6" DIA. CONC.FILLED BOLLARD,PAINTED, COORD.w/ G.C.
1 1/2"
VERTICAL CEDARPLANKS, COORD.FINISH w/ G.C.
.
6" 11' - 11"
12' - 5"
3.AS101 5
.AS101
4.AS101
13' - 2"
6' - 0
"
PROVIDE GATE LATCH,COORDINATE w/ G.C.
CEDAR PLANK FENCE,COORD. FINISH w/ G.C.
GALV. SLEEVE HOLE@ OPEN/CLOSE POSITION,COORDINATEw/ G.C.
COORD. CONCRETEPAD w/ G.C.
7.AS101
6' - 0
"
CEDAR PLANK FENCE,COORD. FINISH w/ G.C.
COORD. CONCRETEPAD w/ G.C.
12' - 5"
11' - 11" 6"
6' - 0
"
13' - 2"
CEDAR PLANK FENCE,COORD. FINISH w/ G.C.
COORD. CONCRETEPAD w/ G.C.
6' - 0
"
CEDAR PLANK FENCE,FINISH TO BE SELECTED BY G.C.
2x4 RAILS
COORD. CONCRETEPAD & APRON w/ G.C.
GALV. METAL POST,COORD. w/ G.C.
BACKFRONT
Z-ANGLE FOR LATCHHOLD OPEN
CUSTOM 1/2" DIA.GALV. ROD CAME BOLTWITH ANTI-REMOVAL TAB,COORD. w/ G.C.
METAL SLEEVE FORLATCH, BY G.C.
CEDAR PLANKFENCE, FINISH TO BESELECTED BY G.C.
TUBULAR STEEL FRAME,PAINTED BY G.C.METAL SHELL
BUILDINGCOVE
R AR
EA
.AS1012
1783
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drawn by:
date:
project #:
drawing number:
drawing title:
Open studio architecture, PLLC © 2016All Rights Reserved
THIS DRAWING IS PROVIDED AS AN INSTRUMENTOF SERVICE BY THE ARCHITECT AND IS INTENDEDFOR USE ON THIS PROJECT ONLY. THE DRAWINGREMAINS THE PROPERTY OF THE ARCHITECT AND
SHALL BE RETURNED TO HIM/HER UPONCOMPLETION OF THE CONSTRUCTION WORK.PURSUANT TO THE ARCHITECTURAL WORKSCOPYRIGHT PROTECTION ACT OF 1990, ALL
DRAWINGS, SPECIFICATIONS, IDEAS, AND DESIGNS,INCLUDING THE OVERALL FORM, ARRANGEMENT,
AND COMPOSITION OF THE SPACES, ANDELEMENTS APPEARING HEREIN, CONSTITUTES THE
COPYRIGHT WORK OF THE ARCHITECT. ANYREPRODUCTION, USE, OR DISCLOSURE OF
INFORMATION CONTAINED HEREIN WITHOUTPRIOR WRITTEN CONSENT OF THE ARCHITECT IS
STRICTLY PROHIBITED.
checked by:
The Finesilver Building816 Camaron, Suite 230
San Antonio, Texas 78212Tel: 210.417.4307
www.openstudio-usa.com
.AS101
San
Anto
nio,
Tex
as
16.198
Author
12.23.16
ARCHITECTURAL SITE PLAN
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SCALE: 1/4" = 1'-0"
DUMPSTER PLAN2
SCALE: 3/8" = 1'-0"
DUMPSTER GATE ELEVATION3
SCALE: 3/8" = 1'-0"
DUMPSTER SIDE ELEVATION4
SCALE: 3/8" = 1'-0"
DUMPSTER REAR ELEVATION5
SCALE: 3/4" = 1'-0"
DETAIL6
SCALE: 1/2" = 1'-0"
FRAME DETAIL7
Revisions
Number Description Date
SCALE: 1" = 30'-0"
REFERENCE - SEE CIVIL FOR DIMENSIONED PLAN1