Attachment_03-_Hilo_DWGBinder100_Drawings_&_Maps.pdf
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- 12456819Q0013
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Attachment 03 Hilo Drawings
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FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
PACIFIC SOUTHWEST RESEARCH STATION
R27
HILO PHOTOVOLTAIC SYSTEM - PHASE 1
INSTITUTE OF PACIFIC ISLANDS FORESTRY
PACIFIC SOUTHWEST RESEARCH STATION
HILO, HAWAII 16
TITLE SHEET T1.0
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1. T1.0 TITLE SHEET T1.0 TITLE SHEET TITLE SHEET 2. T1.1 OVERALL SITE PLAN T1.1 OVERALL SITE PLAN OVERALL SITE PLAN 3. E0.1 ELECTRICAL LEGEND, GENERAL NOTES, AND ONE LINE DIAGRAM E0.1 ELECTRICAL LEGEND, GENERAL NOTES, AND ONE LINE DIAGRAM ELECTRICAL LEGEND, GENERAL NOTES, AND ONE LINE DIAGRAM 4. E1.1 MULTIPURPOSE/ADMINISTRATION/WALKWAY #1 PV PLAN AND PV SYSTEM DIAGRAM E1.1 MULTIPURPOSE/ADMINISTRATION/WALKWAY #1 PV PLAN AND PV SYSTEM DIAGRAM MULTIPURPOSE/ADMINISTRATION/WALKWAY #1 PV PLAN AND PV SYSTEM DIAGRAM 5. E1.2 MULITPURPOSE/ADMINISTRATION/WALKWAY #1 PHOTOGRAPHS AND DETAILS E1.2 MULITPURPOSE/ADMINISTRATION/WALKWAY #1 PHOTOGRAPHS AND DETAILS MULITPURPOSE/ADMINISTRATION/WALKWAY #1 PHOTOGRAPHS AND DETAILS 6. S0.1 STRUCTURAL GENERAL NOTES (REFERENCE) S0.1 STRUCTURAL GENERAL NOTES (REFERENCE) STRUCTURAL GENERAL NOTES (REFERENCE) 7. S1.01 TYPICAL DETAILS (REFERENCE) S1.01 TYPICAL DETAILS (REFERENCE) TYPICAL DETAILS (REFERENCE) 8. S1.01A TYPICAL DETAILS (REFERENCE) S1.01A TYPICAL DETAILS (REFERENCE) TYPICAL DETAILS (REFERENCE) 9. S2.01 ADMINISTRATION BUILDING STRUCTURAL (REFERENCE) S2.01 ADMINISTRATION BUILDING STRUCTURAL (REFERENCE) ADMINISTRATION BUILDING STRUCTURAL (REFERENCE) 10. S2.02 MULTIPURPOSE BUILDING STRUCTURAL (REFERENCE) S2.02 MULTIPURPOSE BUILDING STRUCTURAL (REFERENCE) MULTIPURPOSE BUILDING STRUCTURAL (REFERENCE) 11. S2.06 COVERED WALKWAYS STRUCTURAL (REFERENCE) S2.06 COVERED WALKWAYS STRUCTURAL (REFERENCE) COVERED WALKWAYS STRUCTURAL (REFERENCE) 12. S2.06A COVERED WALKWAYS STRUCTURAL (REFERENCE) S2.06A COVERED WALKWAYS STRUCTURAL (REFERENCE) COVERED WALKWAYS STRUCTURAL (REFERENCE) 13. S3.01 FOUNDATION SCHEDULES AND DETAILS (REFERENCE) S3.01 FOUNDATION SCHEDULES AND DETAILS (REFERENCE) FOUNDATION SCHEDULES AND DETAILS (REFERENCE) 14. S4.01 TRUSS ELEVATION AND FRAMING DETAILS (REFERENCE) S4.01 TRUSS ELEVATION AND FRAMING DETAILS (REFERENCE) TRUSS ELEVATION AND FRAMING DETAILS (REFERENCE) 15. S4.02 WALKWAY FRAMING DETAILS (REFERENCE) S4.02 WALKWAY FRAMING DETAILS (REFERENCE) WALKWAY FRAMING DETAILS (REFERENCE) 16. S5.01 ROOF FRAMING DETAILS (REFERENCE) S5.01 ROOF FRAMING DETAILS (REFERENCE) ROOF FRAMING DETAILS (REFERENCE)
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INDEX
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SHEET
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TITLE OF SHEET
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UNITED STATES DEPARTMENT OF AGRICULTURE
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CONSTRUCTION DRAWINGS FOR
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FOREST SERVICE
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PACIFIC SOUTHWEST RESEARCH STATION
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%%UHAWAI'I MAP
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%%ULOCATION MAP
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HILO PHOTOVOLTAIC SYSTEM PHASE 1
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PROJECT LOCATION
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PROJECT LOCATION
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PROJECT ADDRESS
AutoCAD SHX Text INSTITUTE OF PACIFIC ISLANDS FORESTRY PACIFIC SOUTHWEST RESEARCH STATION 60 NOWELO STREET HILO, HAWAI'I 6720
AutoCAD SHX Text 6/7/18 08:24 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG; 08:24 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG;08:24 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG; TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG;TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG; C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG;C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG;;
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TAX MAP KEY (TMK)
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NUMBER
PACIFIC SOUTHWEST RESEARCH STATION
R27
HILO PHOTOVOLTAIC SYSTEM - PHASE 1
INSTITUTE OF PACIFIC ISLANDS FORESTRY
PACIFIC SOUTHWEST RESEARCH STATION
HILO, HAWAII 16
OVERALL SITE PLAN T1.1
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DEMISING
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FIELD SUPPORT BLDG.
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MULTI-PURPOSE BLDG.
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BUILDING
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ADMINISTRATION
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RESEARCH BLDG.
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SHADE HOUSE/
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POTTING SOIL BLDG.
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WALKWAY
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BIKE RACK
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AREA
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STALL
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STALL
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VAN
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LOADING
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(2 STALLS)
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WALKWAY NO. 1
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ENTRY/EXIT
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STALL
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STALL
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(FUTURE ENTRY)
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VAN
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GOVERNMENT PARKING
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(10 STALLS)
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STAFF PARKING
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(55 STALLS)
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VISITOR PARKING
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(14 STALLS)
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SECURED
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ACCESS GATES
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GRAVEL
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FINISH
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PAVEMENT
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PAVEMENT
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FINISH
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GRAVEL
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FIRE LANE
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NO.2
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COVERED
AutoCAD SHX Text MULTIPURPOSE/ADMINISTRATION ELECTRICAL METER AND ADMINISTRATION DISCONNECT SWITCH
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FIELD SUPPORT ELECTRICAL METER AND DISCONNECT SWITCH
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RESEARCH ELECTRICAL METER AND DISCONNECT SWITCH
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UTILITY TRANSFORMER
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MULTIPURPOSE DISCONNECT SWITCH
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AutoCAD SHX Text 1/18/18 18:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG; 18:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG;18:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG; TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG;TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG; C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG;C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\T1-TITLE.DWG;;
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OVERALL SITE PLAN
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SCALE OF FEET
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GENERAL NOTES:
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1. INFORMATION ON THIS DRAWING HAS BEEN TAKEN FROM THE INFORMATION ON THIS DRAWING HAS BEEN TAKEN FROM THE ORIGINAL CONSTRUCTION PACKAGE AND IS PROVIDED FOR OVERALL REFERENCE. FIELD VERIFY ACTUAL CONDITIONS.
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PROJECT ADDRESS
AutoCAD SHX Text INSTITUTE OF PACIFIC ISLANDS FORESTRY PACIFIC SOUTHWEST RESEARCH STATION 60 NOWELO STREET HILO, HAWAI'I 6720
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TAX MAP KEY (TMK)
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NOWELO STREET
PACIFIC SOUTHWEST RESEARCH STATION
R27
HILO PHOTOVOLTAIC SYSTEM - PHASE 1
INSTITUTE OF PACIFIC ISLANDS FORESTRY
PACIFIC SOUTHWEST RESEARCH STATION
HILO, HAWAII 16
ELECTRICAL LEGEND, GENERAL NOTES,
AND ONE LINE DIAGRAM E0.1
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PANEL L1
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PANEL R
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PANEL DPR
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PANEL E
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PANEL A
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PANEL MP
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PANEL P (PROVIDED WITH BUILDING)
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PANEL FS
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TRANSFORMER PAD
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HHG-C P
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HHG-A P
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STUB AT POLE
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SUBFEED LUGS
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PANEL L2
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PANEL RA
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PANEL RB
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SURGE PROTECTIVE DEVICE
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1-1/4"C WITH FIVE #8
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PANEL MPV
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EXISTING
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ELECTRICAL PANEL
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HOMERUN CIRCUIT
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# INDICATES PANEL AND CIRCUIT
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OR
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ELECTRICAL LEGEND
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SB
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IN
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INVERTER
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SPLICE BOX
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GW
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COMMUNICATION GATEWAY
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PH2
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PHOTOGRAPH BUBBLE
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TOP NUMBER IS PHOTOGRAPH NUMBER
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BOTTOM NUMBER IS SHEET # WHERE SHOWN
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ELECTRICAL PANEL
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METER
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AutoCAD SHX Text 5/24/18 09:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG; 09:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;09:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG; TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG; C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;;
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PROJECT GENERAL NOTES:
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1. DRAWINGS SHOWS GENERAL PHOTOVOLTAIC PANEL DRAWINGS SHOWS GENERAL PHOTOVOLTAIC PANEL AND PV DEVICE LOCATIONS, SIZES, AND ARRANGEMENTS. ADJUST INSTALLATION BASED UPON ACTUAL PV PANEL AND PV DEVICE SIZE, PV PANEL NUMBER, AND SPACING. PROVIDE DISCONNECTS, RAPID SHUTDOWN, AND EQUIPMENT IN COMPLIANCE WITH NEC, LOCAL BUILDING CODES, AND UTILITY COMPANY REQUIREMENTS. 2. ARRANGE PHOTOVOLTAIC PANELS TO MAXIMIZE ARRANGE PHOTOVOLTAIC PANELS TO MAXIMIZE POWER GENERATION GIVING PRIORITY TO SOUTH FACING ARRANGEMENT. FOLLOW BY EAST OR WEST FACING ARRANGEMENT AND LASTLY NORTH FACING. 3. COORDINATE PHOTOVOLTAIC PANEL LOCATION WITH COORDINATE PHOTOVOLTAIC PANEL LOCATION WITH ROOF MOUNTED EQUIPMENT AND PENETRATIONS. ADJUST PANEL LOCATIONS AS NEEDED. 4. EXISTING ROOF IS STANDING SEAM METAL ROOF. EXISTING ROOF IS STANDING SEAM METAL ROOF. COORDINATE EQUIPMENT RACKS AND SUPPORTS WITH ROOF MANUFACTURE REQUIREMENTS TO MAINTAIN ROOF WARRANTY. 5. MINIMIZE ROOF PENETRATIONS. SEAL AND MINIMIZE ROOF PENETRATIONS. SEAL AND WEATHERPROOF PENETRATIONS IN ACCORDANCE WITH ROOF MANUFACTURE REQUIREMENTS SEE CONDUIT ROOF PENETRATION DETAIL ON E1.2. 6. PHOTOGRAPHS SHOW EXISTING CONDITIONS PHOTOGRAPHS SHOW EXISTING CONDITIONS SURROUNDING THE AREAS OF WORK. FIELD VERIFY CONDITIONS PRIOR TO BEGINNING WORK.
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KEY NOTES
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AutoCAD SHX Text PV POWER GENERATION METER AND METER SOCKET. PROVIDE IN ACCORDANCE WITH HELCO REQUIREMENTS. NEMA 3R WIREWAY. MULTIPURPOSE/ADMINISTRATION BUILDING PV SERVICE BREAKER, AIC RATING TO BE COORDINATED WITH HELCO, 3P100A BREAKER IN NEMA 3R ENCLOSURE WITH NAMEPLATE "MULTIPURPOSE/ADMINISTRATION PV SYSTEM". 1/2" CONDUIT WITH #8 GROUNDING ELECTRODE CONDUCTOR. CONNECT TO GROUND ROD AND MAIN INCOMING WATER LINE. 1-1/4" CONDUIT WITH 4-#3 AND #8 GROUND. ELECTRICAL PANEL FOR PHOTOVOLTAIC SYSTEM.
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FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
PACIFIC SOUTHWEST RESEARCH STATION
R27
HILO PHOTOVOLTAIC SYSTEM - PHASE 1
INSTITUTE OF PACIFIC ISLANDS FORESTRY
PACIFIC SOUTHWEST RESEARCH STATION
HILO, HAWAII 16
MULTIPURPOSE/ADMINISTRATION/WALKWAY #1
PV PLAN AND PV SYSTEM DIAGRAM E1.1
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MULTIPURPOSE/ADMINISTRATION/WALKWAY #1 PV SYSTEM DIAGRAM
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NOT TO SCALE
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PV ARRAY, MOUNT ON ROOF WITH RACKING SYSTEM, TYPICAL
AutoCAD SHX Text SYSTEM SIZE: NOMINAL 25.382 KW MINIMUM NOMINAL 25.382 KW MINIMUM PV PANEL: SUNPOWER X-SERIES SPR-X21-345, QUANTITY: 74 SUNPOWER X-SERIES SPR-X21-345, QUANTITY: 74 INVERTER: QUANTITY: 3 QUANTITY: 3 STRING TYPE #1 343 W X 13 = 4,459 W¹ 68.1 VD X 13 X 1.10 = 973.8 VDC MAXIMUM PER STRING² ² 6.37 ADC X 1.25 X 1.25 = 9.95 ADC MAXIMUM PER STRING³ STRING TYPE #2 343 W X 12 = 4,116 W¹ 68.1 VD X 12 X 1.10 = 898.9 VDC MAXIMUM PER STRING² ² 6.37 ADC X 1.25 X 1.25 = 9.95 ADC MAXIMUM PER STRING³ KEY NOTES STANDARD TEST CONDITIONS (STC) ²PER 2017 NEC TABLE 690.7(A) (40 F) PER 2017 NEC TABLE 690.7(A) (40°F)PER 2017 NEC 690.8
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PANEL MPV 100A-3P 120/208 3Ø Ø 4 WIRE 12 SPACES
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NEW WIREWAY
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INVERTER #1
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AC COMBINER SPLICE BOX
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STRING TYPE #1
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STRING TYPE #1
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POS
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NEG
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PV INVERTER
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STRING TYPE #2
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STRING TYPE #2
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STRING TYPE #2
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STRING TYPE #2
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INVERTER #2
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POS
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POS
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NEG
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EXISTING UTILITY METER #MHX000108060
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EXISTING WIREWAY
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EXISTING 200A-3P SERVICE BREAKER 120/208V
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GND
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GND
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GATEWAY
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LOCKABLE 100A-3P FUSED SERVICE SWITCH
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PV POWER GENERATION METER
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EXISTING 125A-3P SERVICE BREAKER 120/208V
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GND
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EXISTING 150A-3P SERVICE SWITCH
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GND
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INVERTER #3
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WIRE SIZE/QUANTITY
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CABLE LEGEND
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PLAN
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CODE
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(4)#10 AWG THWN-2
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FREE AIR
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(1)#10 AWG THWN-2 GRD.
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CONDUIT SIZE
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(2)#10 AWG PV WIRE
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ADD "G1" AS REQUIRED
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(4)#4 AWG THWN-2
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(1)#10 AWG THWN-2 GRD.
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(1)#10 AWG BARE
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(2)#12 AWG THWN-2
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(1)#12 AWG THWN-2 GRD.
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(4)#3 AWG THWN-2
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(1)#8 AWG THWN-2 GRD.
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PV INVERTER
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PV INVERTER
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IN
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SB
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MPV1,3,5
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IN
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IN
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CDI
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T.MICHAEL
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C.PENCE
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KEY NOTES
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AutoCAD SHX Text INSTALL ROOF MOUNTED RACK SYSTEM. MOUNT PV PANELS ON RACK SYSTEM, TYPICAL. 208V INVERTER. ROUTE FACTORY CABLE ASSEMBLY TO PV STRING. ROUTE CONDUCTORS IN CONDUIT TO SPLICE BOX. PROVIDE DISCONNECTING MEANS. TYPICAL. SPLICE BOX, ROUTE CONDUCTORS IN CONDUIT TO CIRCUIT BREAKER IN MPV PANEL. EXISTING MULTIPURPOSE BUILDING 200A-3P SERVICE SWITCH. MOUNT NEW WIREWAY BELOW SERVICE SWITCH. REROUTE EXISTING CONDUCTORS AND CONDUIT TO NEW WIREWAY AND EXTEND TO EXISTING SERVICE SWITCH. MOUNT 100A-3P SERVICE SWITCH, GENERATION METER, AND 100A-3P PANEL ADJACENT TO EXISTING 200A-3P SERVICE SWITCH. ROUTE AND CONNECT CONDUCTORS AND CONDUIT TO WIREWAY, POWER GENERATION METER, AND PANEL. INSTALL COMMUNICATION GATEWAY ON EXISTING TELECOM BACKBOARD LOCATED IN STORAGE ROOM, CONNECT CONDUCTORS TO PV PANEL CIRCUIT. CONNECT GATEWAY TO PATCH PANEL.
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%%UKEY PLAN
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MULTIPURPOSE/ADMINISTRATION/WALKWAY #1 PV PLAN
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SCALE OF FEET
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AutoCAD SHX Text 5/24/18 09:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG; 09:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;09:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG; TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG; C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;;
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PH4
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ADMINISTRATION BUILDING
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WALKWAY #1
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MULTIPURPOSE BUILDING
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PH2
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MULTIPURPOSE
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ADMINISTRATION
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WALKWAY #1
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PH5
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PROJECT ADDRESS
AutoCAD SHX Text INSTITUTE OF PACIFIC ISLANDS FORESTRY PACIFIC SOUTHWEST RESEARCH STATION 60 NOWELO STREET HILO, HAWAI'I 6720
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TAX MAP KEY (TMK)
2-4-01:169
PACIFIC SOUTHWEST RESEARCH STATION
R27
HILO PHOTOVOLTAIC SYSTEM - PHASE 1
INSTITUTE OF PACIFIC ISLANDS FORESTRY
PACIFIC SOUTHWEST RESEARCH STATION
HILO, HAWAII 16
MULTIPURPOSE/ADMINISTRATION/WALKWAY #1
PHOTOGRAPHS E1.2
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C.PENCE
AutoCAD SHX Text 5/24/18 09:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG; 09:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;09:20 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG; TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG; C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\E-SHEETS-THREELINE.DWG;;
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PH2
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WALKWAY #1 EAST ELEVATION
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PH1
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ADMINISTRATION SOUTHEAST ELEVATION
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WALKWAY #1 EAST ELEVATION
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PH4
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MULTIPURPOSE 200A-3P SERVICE SWITCH
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ROOFING
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SEAL
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CONDUIT
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SEAL COUNTER FLASHING WEATHERTIGHT TO CONDUIT
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TYPE LB CONDUIT BODY WITH GASKET
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ONE PIECE COLLAR. SEAL WEATHERTIGHT
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CONDUIT ROOF PENETRATION
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NOT TO SCALE
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PH5
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MULTIPURPOSE/ADMINISTRATION METER
G E N E R A L N O T E S
U.S. DEPARTMENT OF AGRICULTURE
PACIFIC SOUTHWEST RESEARCH STATION
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HILO PHOTOVOLTAIC SYSTEM - PHASE 1
INSTITUTE OF PACIFIC ISLANDS FORESTRY
PACIFIC SOUTHWEST RESEARCH STATION
HILO, HAWAII 16
STRUCTURAL GENERAL NOTES
(REFERENCE) S0.1
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ITS RECOMMENDATIONS.
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REPORT, PREPARED BY GEOLABS, INC. DATED FEBRUARY 14, 2003 AND SHALL FOLLOW
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E. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONTENT OF THE SOILS
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FOR SPREAD FOOTINGS FOUNDED AS SPECIFIED IN SOILS REPORT.
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D. ALLOWABLE SOIL BEARING CAPACITY----3000 PSF
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SOIL PROFILE TYPE---------------SA
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OCCUPANCY CATEGORY------------STANDARD
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C. EARTHQUAKE LOADS---------------UBC 1997 SEISMIC ZONE 4
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B. WIND LOADS--------------------UBC 1997: 80 MPH WIND SPEED EXPOSURE C
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7. LOBBY AND PUBLIC ASSEMBLY AREAS-----------100 PSF
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6. OFFICE-------------------------------50 PSF + 20 PSF PARTITIONS
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5. MECHANICAL EQUIPMENT AREAS---------------200 PSF
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4. CORRIDORS AND STAIRS -------------------100 PSF
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1. ROOF -------------------------------16 PSF (6:12 SLOPE)
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A. LIVE LOAD AND PARTITION ALLOWANCE:
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IX. DESIGN NOTES:
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CONDITIONS SHOWN.
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D. WHEREVER SPECIFIC DETAILS ARE NOT SHOWN, USE DETAILS FOR SIMILAR
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OPENINGS, INSERTS AND OTHER DETAILS NOT SHOWN.
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C. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR
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MIDDLE THIRD OF THE SLAB.
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THREE DIAMETERS OR WIDTHS ON CENTER, AND SHALL BE POSITIONED IN THE
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THAN ONE-THIRD THE SLAB THICKNESS, SHALL NOT BE SPACED CLOSER THAN
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B. CONDUITS, PIPES, ETC. EMBEDDED IN CONCRETE SLABS SHALL NOT BE LARGER
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APPROVAL OF THE CONTRACTING OFFICER.
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LEAST IMPAIR THE STRENGTH OF THE STRUCTURE AND ARE SUBJECT TO THE
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A. CONSTRUCTION JOINTS NOT INDICATED ON THE PLANS SHALL BE MADE SO AS
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VIII. CONSTRUCTION NOTES:
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ON GRADE.
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C. A 4" LAYER OF 3B FINE GRAVEL SHALL BE PLACED UNDER ALL SLABS
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B. FILL AND BACKFILL SHALL BE PLACED IN ACCORDANCE WITH AASHTO T-180
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MATERIAL APPROVED BY THE SOILS ENGINEER, OR APPROVED EQUAL.
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A. FILL AND BACKFILL MATERIAL SHALL CONSIST OF GRAVEL, SITE SELECTED
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VII. BACKFILL AND SLAB CUSHION:
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6" O.C. ALONG PANEL EDGES AND @ 12" O.C. IN FIELD UNLESS NOTED OTHERWISE.
AutoCAD SHX Text PLYWOOD UNLESS OTHERWISE NOTED NAILING SHALL BE WITH 10d COMMON NAILS @
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A. ROOF SHEATHING SHALL BE 1 1/8" T & G, C-D, PANEL INDEX 60/48, EXTERIOR
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VI. WOOD FRAMING NOTES:
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J. NAILING SHALL BE IN ACCORDANCE WITH 1997 UBC TABLE 23-11-B-1 U.N.O.
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PLYWOOD ASSOCIATION, AND BE IN ACCORDANCE WITH THE MOST RECENT APA PS1.
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I. ALL PLYWOOD USED STRUCTURALLY SHALL BE APA GRADE MARKED BY THE AMERICAN
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JOISTS.
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POINTS, AND PROVIDE DOUBLE JOIST UNDER ALL PARTITIONS PARALLEL TO
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H. UNLESS OTHERWISE NOTED PROVIDE DOUBLE STUDS UNDER ALL BEAM BEARING
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SIMPSON STRONG TIE COMPANY OR APPROVED EQUAL.
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GALVANIZED OR SHALL BE OF STANDARD FINISH AS MANUFACTURED BY THE
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G. ALL STEEL CONNECTIONS FASTENING WOOD FRAMING MEMBERS SHALL BE HOT DIP
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SPECIFICATIONS.
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F. ALL WOOD PRODUCTS SHALL BE TERMITE TREATED IN ACCORDANCE WITH PROJECT
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THE CONTRACTING OFFICER.
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E. FOR CONNECTIONS PROVIDE SHOP DRAWINGS AND CATALOG CUTS FOR APPROVAL BY
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TO COLUMNS, PROVIDING CONTINUOUS LOAD PATH FROM ROOF TO FOUNDATION. U.N.O.
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D. USE SIMPSON CONNECTORS TO TIE ALL 4-INCH OR WIDER BEAMS TO ONE ANOTHER OR
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SPAN BEAMS, 24F-V8 FOR CANTILEVERED BEAMS UNLESS NOTED OTHERWISE.)
AutoCAD SHX Text Fv = 165 PSI, Fb = 2400 PSI AND E = 1,800,000 PSI. (24F-V4 FOR SIMPLE
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C. ALL GLUE-LAMINATED BEAMS SHALL BE INDUSTRIAL GRADE AND HAVE ALLOWABLE
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1. ALL FRAMING SHALL BE DOUGLAS FIR LARCH NO. 1 OR BETTER FREE OF
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AND AS FOLLOWS:
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B. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH WWPA OR WCLB STANDARDS
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1997 UNIFORM BUILDING CODE.
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AMERICAN INSTITUTE OF TIMBER CONSTRUCTION STANDARD AITC 100, AND THE
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A. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
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V. TIMBER CONSTRUCTION:
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OVER 3/4 5/16
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OVER 1/2 TO 3/4 1/4
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OVER 1/4 TO 1/2 3/16
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TO 1/4 INCLUSIVE 1/8
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MATERIAL THICKNESS OF THICKER MINIMUM SIZE OF FILLET
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OTHERWISE, MINIMUM WELD SIZE SHALL BE AS FOLLOWS:
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AND SITUATIONS. USE ONLY E70, LOW HYDROGEN, ELECTRODES. UNLESS NOTED
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RECOMMENDATIONS OF AWS AND AISC, SUITABLE TO THE PARTICULAR MATERIALS
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E. WELDS AND ELECTRODES SHALL BE IN ACCORDANCE WITH THE LATEST
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AND CONFORM TO THE LATEST ASTM A 307.
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D. BOLTS SET IN CONCRETE OR FASTENING WOOD TO STEEL SHALL BE GALVANIZED
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OF 2 BOLTS PER CONNECTION.
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DIAMETER BOLTS CONFORMING TO THE LATEST ASTM A 325/A 325M WITH A MINIMUM
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C. UNLESS NOTED OTHERWISE, ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4"
AutoCAD SHX Text B. ROLLED W SHAPES: ASTM A 992, Fy = 50,000 PSI.
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ACCORDANCE WITH THE LATEST AISC CODES AND SPECIFICATIONS.
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A. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
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IV. STRUCTURAL STEEL:
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F. MINIMUM CONCRETE MASONRY REINFORCING:
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E. SPLICE LENGTH SHALL BE 48 BAR DIAMETERS BUT MINIMUM 2'-0".
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D. MORTAR SHALL BE MINIMUM 28 DAY STRENGTH OF 2500 PSI.
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WITH A SLUMP OF 8"-10".
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C. WALLS SHALL BE SOLIDLY GROUTED WITH MINIMUM 28 DAY STRENGTH 3000 PSI GROUT
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LOAD BEARING.
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B. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C-90, TYPE II
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VERFIED BY UBC SECTION 2105.3.
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PRODUCE AN ASSEMBLY WITH A MINIMUM PRISM STRENGTH OF 1500 PSI AS
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A. CONCRETE MASONRY MATERAILS AND ASSEMBLIES SHALL BE AS REQUIRED TO
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III. CONCRETE MASONRY:
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DIAMETERS.
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2. UNLESS SHOWN OTHERWISE, MINIMUM LAP DISTANCES SHALL BE 36 BAR
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1. LAPPED SPLICES SHALL BE STAGGERED WHERE POSSIBLE.
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D. SPLICES IN REINFORCEMENT:
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3. WEATHER PROTECTED SLABS AND WALLS --------------------3/4"
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2. FORMED CONCRETE EXPOSED TO WEATHER OR GROUND------------2"
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1. FOOTINGS AND SLAB ON GRADE --------------------------3"
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C. CONCRETE PROTECTION FOR REINFORCEMENT:
AutoCAD SHX Text LATEST ASTM A 497 WITH Fy = 75,000 PSI.
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4. STRUCTURAL DEFORMED WELDED WIRE FABRIC SHALL CONFORM TO THE
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GALVANIZED.
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3. WELDED WIRE FABRIC SHALL CONFORM TO THE LATEST ASTM A 185
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REINFORCING STEEL INSTITUTE MANUAL OF STANDARD PRACTICE.
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2. REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE
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CONFORMING TO THE LATEST ASTM A 615/A 615M, GRADE 60.
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1. ALL REINFORCING BARS SHALL BE DEFORMED HIGH STRENGTH STEEL
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B. REINFORCEMENT:
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FOUNDATIONS.
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TOPPINGS. 1" MAXIMUM SIZE AGGREGATE SHALL BE USED IN SLABS AND
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2. 3/4" MAXIMUM SIZE AGGREGATE SHALL BE USED IN ALL WALLS, COLUMNS, AND
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D) FOOTINGS--------------------------------2500 PSI
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C) SUSPENDED SLABS, BEAMS---------------------4000 PSI
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B) REBAR REINFORCED SLABS ON GRADE--------------2500 PSI
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A) MESH REINFORCED SLABS ON GRADE---------------2500 PSI
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1. POURED IN PLACE CONCRETE AT 28 DAYS:
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A. MINIMUM CONCRETE STRENGTHS: ACI 318-99, CHAPTER 5, USD METHOD
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II. REINFORCED CONCRETE:
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CONCRETE POUR AT LEAST 24 HOURS IN ADVANCE.
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C. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE STARTING TIME OF EACH
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OFFICER OF ANY DISCREPANCIES OR INCONSISTENCIES.
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AND CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY THE CONTRACTING
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B. THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENTS, SITE DIMENSIONS
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A. ALL WORK SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE.
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I. GENERAL:
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8" MANSONRY:
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12" MANSONRY:
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VERTICAL: #5 @ 16" E.F. AND AT CORNERS, ENDS, AND JAMBS.
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HORIZONTAL: #5 @ 16" AND 2#5 @ TOP OF WALLS
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HORIZONTAL: #5 @ 16" AND 2#5 @ TOP OF WALLS
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VERTICAL: #5 @ 16" AND AT CORNERS, ENDS, AND JAMBS.
AutoCAD SHX Text RECTANGULAR AND SQUARE HSS: ASTM A 500, GRADE B, Fy = 46,000 PSI.
AutoCAD SHX Text ROUND HSS: ASTM A 53, GRADE B, Fy = 35,000 PSI.
AutoCAD SHX Text OTHER ROLLED SHAPES AND PLATES: ASTM A 36/A 36M, Fy = 36,000 PSI.
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D. REFER TO SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
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FREE OF WANE AND HEART CENTER.
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WANE AND HEART CENTER.
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1. AT THE FIELD SUPPORT BLDG: ROOF SHEATHING SHALL BE 5/8" C-D,
AutoCAD SHX Text PANEL INDEX 32/16 NAILING SHALL BE 8d COMMON NAILS @ 6" O.C.
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ALONG PANEL EDGES AND 12" IN FIELD U.N.O.
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OF
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CDI
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T.MICHAEL
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C.PENCE/L.CARROLL
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GENERAL NOTES:
1. INFORMATION ON THIS DRAWING HAS BEEN TAKEN FROM THE INFORMATION ON THIS DRAWING HAS BEEN TAKEN FROM THE ORIGINAL CONSTRUCTION PACKAGE AND IS PROVIDED FOR OVERALL REFERENCE. FIELD VERIFY ACTUAL CONDITIONS.
TYP. WALL ELEVATION
CONCRETE MASONRY UNIT DETAILS1
S2.01S1.01
SINGLE REINFORCED CMU WALLS (8" CMU)
DOUBLE REINFORCED CMU WALLS (12" CMU)
CONCRETE BLOCK LINTEL SCHEDULE
CONCRETE BLOCK LINTEL SCHED. & DETAILS
S1.01S2.01
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
PACIFIC SOUTHWEST RESEARCH STATION
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HILO PHOTOVOLTAIC SYSTEM - PHASE 1
INSTITUTE OF PACIFIC ISLANDS FORESTRY
PACIFIC SOUTHWEST RESEARCH STATION
HILO, HAWAII 16
TYPICAL DETAILS
(REFERENCE) S1.01
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48 BAR DIA. LAP
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SPLICES (TYP.)
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TYP.
AutoCAD SHX Text 2'-0"
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NOTE: PROVIDE HORIZ. REINF. @24
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TYP. UNLESS NOTED OTHERWISE
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OPENINGS
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WHERE WALL OPENING
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REBAR OCCURS WITHIN
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2 UNITS UP OR DOWN
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OF WHERE BOND BEAM
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WOULD OCCUR
AutoCAD SHX Text N.T.S.
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ADDED REINF. AROUND
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2#4 (OR AS SCHED.)
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INTERMEDIATE BOND
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BEAM MAY BE OMITTED
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OR WALL BELOW (TYPICAL)
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TYPICAL
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VERT. BAR
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SEE GEN.
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OR WALL
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SCHEDULE
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NOTES
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BARS FROM FOUNDATION
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TYP. 2#4 IN BOND
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BEAM TOP OF WALL
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TYP. 2#4 IN BOND
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BEAM MID-HEIGHT
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(4'-0"MAX.SPACING)
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BEND DOWN 12" INTO
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BOND BEAM (TYP.)
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HOOK
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OF WALL
AutoCAD SHX Text DRILL & EPOXY #4x2'-0"
AutoCAD SHX Text
DOWELS INTO CONC. WALL
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(SPACING TO MATCH HORIZ.
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BAR SPACING OF WALL)
AutoCAD SHX Text
BAR SPACING OF WALL)
AutoCAD SHX Text
(SPACING TO MATCH HORIZ.
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DOWELS INTO CONC. WALL
AutoCAD SHX Text DRILL & EPOXY #4x2'-0"
AutoCAD SHX Text
FILLED CELLS
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3#4 IN GROUT
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VERTICAL REINF. IN
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GROUT FILLED CELLS
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2#4 IN GROUT FILLED
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BOND BEAMS
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GROUT FILLED CELLS
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VERTICAL REINF. IN
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%%U@ CORNERS
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%%U@ INTERSECTIONS
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4#4 IN GROUT
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FILLED CELLS
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AutoCAD SHX Text
LAP
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%%U@ CORNERS
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
LAP
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%%U@ INTERSECTIONS
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BOND BEAMS
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2#4 IN GROUT FILLED
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6#5 IN GROUT
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FILLED CELLS
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
LAP
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LAP
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FILLED CELLS
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8#5 IN GROUT
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2#5 IN GROUT
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WALLS
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%%U@ CONCRETE
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%%U@ WALL ENDS%%U
AutoCAD SHX Text 100-1A
AutoCAD SHX Text
OR JAMBS
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CONC. WALL
AutoCAD SHX Text 6"
AutoCAD SHX Text
%%U@ CONCRETE
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WALLS
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FILLED CELLS
AutoCAD SHX Text 100-1A
AutoCAD SHX Text
%%U@ WALL ENDS%%U
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OR JAMBS
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2#6 IN GROUT
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CONC. WALL
AutoCAD SHX Text 6"
AutoCAD SHX Text
FILLED CELLS
AutoCAD SHX Text 100-6
AutoCAD SHX Text
BEYOND OPENING, WHERE 2'-8" CANNOT BE
AutoCAD SHX Text B
AutoCAD SHX Text 2#4
AutoCAD SHX Text #4@16
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2#4
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2#5
AutoCAD SHX Text 2#5
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#5
AutoCAD SHX Text 2#5
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#4
AutoCAD SHX Text #4@16
AutoCAD SHX Text #4@16
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text #4@16
AutoCAD SHX Text #4@16
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text
OBTAINED EXTEND BARS AS FAR AS
AutoCAD SHX Text POSSIBLE AND HOOK OR BEND UP (90%%d).
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SEE
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BOTTOM
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REINF.
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NOTE #1
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THAN
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LESS
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GROUTED
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SOLIDLY
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SPAN
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'L' FT.
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COURSES
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NUMBER OF
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TYPE
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#4
AutoCAD SHX Text
REINF.
AutoCAD SHX Text #4@16
AutoCAD SHX Text #4@16
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text #4@16
AutoCAD SHX Text
REINF.
AutoCAD SHX Text A
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TOP
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VERT.
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1. EXTEND LINTEL REINF. AND GROUTING 2'-8"
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COURSE
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BOT.
AutoCAD SHX Text A
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SEE SCHED.
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REINF
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NOTE:
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VERT.
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REINF.
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TOP REINF.
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SEE SCHED.
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3 OR 4 COURSES
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COURSE
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SEE SCHED.
AutoCAD SHX Text B
AutoCAD SHX Text
REINF
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BOT.
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SEE SCHED.
AutoCAD SHX Text C
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REINF
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BOT.
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TOP REINF.
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SEE SCHED.
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VERT.
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REINF.
AutoCAD SHX Text Forest
AutoCAD SHX Text Sheet Title:
AutoCAD SHX Text Sub Sheet:
AutoCAD SHX Text Sheet
AutoCAD SHX Text
OF
AutoCAD SHX Text 10/2017
AutoCAD SHX Text Checked:
AutoCAD SHX Text Group/Firm:
AutoCAD SHX Text Date:
AutoCAD SHX Text Design:
AutoCAD SHX Text
CDI
AutoCAD SHX Text
T.MICHAEL
AutoCAD SHX Text
C.PENCE/L.CARROLL
AutoCAD SHX Text 10/27/17 11:14 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG; 11:14 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG;11:14 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG; TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG;TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG; C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG;C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG;;
AutoCAD SHX Text
GENERAL NOTES:
1. INFORMATION ON THIS DRAWING HAS BEEN TAKEN FROM THE INFORMATION ON THIS DRAWING HAS BEEN TAKEN FROM THE ORIGINAL CONSTRUCTION PACKAGE AND IS PROVIDED FOR OVERALL REFERENCE. FIELD VERIFY ACTUAL CONDITIONS. 2. DETAIL REFERENCES ON THIS SHEET INDICATED AS S1.01 ARE DETAIL REFERENCES ON THIS SHEET INDICATED AS S1.01 ARE SHOWN ON THIS SHEET OR S1.01A.
EDGES
TOOLED
3. CONTROL JOINTS MAY BE EITHER CONSTRUCTION OR WEAKENED PLANE JOINTS.
#4x2'-0" @ 24" O.C.
GREASE & WRAP ONE
SIDE W/ TAPE
CONTRACTOR SHALL SUBMIT A PROPOSED LAYOUT TO THE ARCHITECT FOR APPROVAL.
1. SPACING OF JOINTS SHALL NOT EXCEED 16'-0"O.C. IN EITHER DIRECTION NOR HAVE AN ASPECT
RATIO OF GREATER THAN 2. SEE ARCH. DRAWING FOR LOCATION OF JOINTS. IF NOT SHOWN,
TYP. REBAR REINFORCING SLAB ON GRADE JOINTS
S L A B
T H I C K N E S S
COLD JOINT SLAB EDGE SECTION8
S1.01S2.06
(KEYED KOLD OR EQUAL)
NOTES:
2. EXPANSION JOINTS ARE REQUIRED WHERE SHOWN ON PLAN.
S2.01S1.01
FORMER
ADJACENT POURS OR
FOR MONOLITHIC POUR
USE PREFORMED JOINT
2 DAYS MIN. BETWEEN
OR STRESSLOCK
WITHIN 24 HRS.
SAWCUT JOINT
CONTROL JOINT
SLAB DEPRESSION
SLAB DEPRESSION
SLAB EDGE SECTION
S1.01
S2.01
SLAB ON GRADE DEPRESSIONS
S2.01
S1.01
1'-6" MAX.
6" MAX.
TYPICAL DETAIL @ ADJACENT
S1.01S2.01
FOOTINGS
TYPICAL STEP FOOTING DETAIL
S2.01S1.01
S2.06S1.01
9 TYPICAL A/C UNIT SUPPORT
FRAMING PLAN HANGER DETAIL
TYPICAL A/C UNIT SUPPORT10
S1.01S2.06
S1.01
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
PACIFIC SOUTHWEST RESEARCH STATION
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HILO PHOTOVOLTAIC SYSTEM - PHASE 1
INSTITUTE OF PACIFIC ISLANDS FORESTRY
PACIFIC SOUTHWEST RESEARCH STATION
HILO, HAWAII 16
TYPICAL DETAILS
(REFERENCE) S1.01A
AutoCAD SHX Text
SEE DETAIL 8/1.01 FOR SLAB EDGE INFO.
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
PRE-MOULDED JOINT FILLER
AutoCAD SHX Text
KEY
AutoCAD SHX Text 1x2 CONT.
AutoCAD SHX Text %%uKEYED CONSTRUCTION
AutoCAD SHX Text
JOINT
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
CONTROL JOINT
AutoCAD SHX Text %%uWEAKENED PLANE
AutoCAD SHX Text
& TAPE @ ONE END
AutoCAD SHX Text
SMOOTH DOWEL GREASE
AutoCAD SHX Text 1/2"%%Cx2'-0" @36"O.C.
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
REINF.
AutoCAD SHX Text
1/2"PREMOLDED
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
2#4 CONT.
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text %%uEXPANSION JOINT
AutoCAD SHX Text
FILLER W/ SEALANT
AutoCAD SHX Text 6"
AutoCAD SHX Text
%%UUP TO 1'-6" MAX. DEPRESSION
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
%%UUP TO 6" MAX. DEPRESSION
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
MAX
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1'-6" MIN.
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MIN.
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
DIA.
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30 BAR
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BOTTOM LONG.
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AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
MAXIMUM AT
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FOOTINGS
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ADJACENT
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WHERE REQUIRED
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LOWER FOOTING
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
FTG.
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DEPTH
AutoCAD SHX Text D
AutoCAD SHX Text C*
AutoCAD SHX Text
MIN.
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
MIN.
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AutoCAD SHX Text D
AutoCAD SHX Text
BARS
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2C MIN.
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*C SHALL NOT
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EXCEED 2D
AutoCAD SHX Text C*
AutoCAD SHX Text D
AutoCAD SHX Text 1/2"=1'-0"
AutoCAD SHX Text 1"=1'-0"
AutoCAD SHX Text
PLYW'D DECK
AutoCAD SHX Text
RAFTER
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SIMPSON HU CONN.
AutoCAD SHX Text L 3x3x1/4x0'-7" W/
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2 EA. 5/8"%%C BOLTS
AutoCAD SHX Text
EQ.
AutoCAD SHX Text 1 1/2"
AutoCAD SHX Text 4"
AutoCAD SHX Text
EQ.
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TIE WIRE BRACE
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HANGER ROD
AutoCAD SHX Text 4x6
AutoCAD SHX Text 4x6
AutoCAD SHX Text 4x6
AutoCAD SHX Text 4x6
AutoCAD SHX Text 4x6
AutoCAD SHX Text
HANGER
AutoCAD SHX Text 4x12 RAFTERS
AutoCAD SHX Text
A/C UNIT
AutoCAD SHX Text
SEE MECH. DWGS.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Forest
AutoCAD SHX Text Sheet Title:
AutoCAD SHX Text Sub Sheet:
AutoCAD SHX Text Sheet
AutoCAD SHX Text
OF
AutoCAD SHX Text 10/2017
AutoCAD SHX Text Checked:
AutoCAD SHX Text Group/Firm:
AutoCAD SHX Text Date:
AutoCAD SHX Text Design:
AutoCAD SHX Text
CDI
AutoCAD SHX Text
T.MICHAEL
AutoCAD SHX Text
C.PENCE/L.CARROLL
AutoCAD SHX Text 5/24/18 09:26 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG; 09:26 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG;09:26 TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG; TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG;TCMICHAEL C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG; C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG;C:\USERS\TCMICHAEL\BOX\01. TCMICHAEL WORKSPACE\RESEARCH\PSW\HILO\2017 PV\PHASE 1\DWGS\S101.DWG;;
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
1. INFORMATION ON THIS DRAWING HAS BEEN TAKEN FROM THE INFORMATION ON THIS DRAWING HAS BEEN TAKEN FROM THE ORIGINAL CONSTRUCTION PACKAGE AND IS PROVIDED FOR OVERALL REFERENCE. FIELD VERIFY ACTUAL CONDITIONS. 2. DETAIL REFERENCES ON THIS SHEET INDICATED AS S1.01 ARE DETAIL REFERENCES ON THIS SHEET INDICATED AS S1.01 ARE SHOWN ON THIS SHEET OR S1.01.
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
PRINTED DRAWINGS MIGHT
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WRITTEN SCALE(S) SHOWN ARE FOR FULL
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SIZE (22"X34") DRAWINGS
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BE SCALED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text 1"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 3/4" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3/4" = 1'-0"
A
ADMINISTRATION BUILDING FOUNDATION & FLOOR PLAN
1 2 3
A
B
C
D
S3.01S2.01
S3.01S2.01
S3.01S2.01
S3.01S2.01
S3.01S2.01
S3.01S2.01
S3.01S2.01
B
ADMIN. BLDG. LOWER & UPPER ROOF FRAMING PLAN
1 2 3
A
B
C
D
S5.01S2.01
S5.01S2.01
S5.01S2.01
B
S
S
S5.01S2.01
S5.01S2.01
S5.01S2.01
A
S2.01S2.01
S5.01S2.01
S5.01S2.01
S5.01S2.01
S5.01S2.01
S5.01S2.01
S5.01S2.01
S
S
S2.01S2.01
3 6x BRACE CONN. TO GLULAM BEAM
S2.01S2.01
1 GLULAM TO GLULAM CONN.
S2.01S2.01
2 6x BRACE CONN. BTW. RAFTERS
S2.01S2.01
S2.01S2.01
A ELEVATION @ 6x BRACING
S2.01S2.01
S4.01S2.01
S2.01S2.01
S4.01S2.01
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
PACIFIC SOUTHWEST RESEARCH STATION
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HILO PHOTOVOLTAIC SYSTEM - PHASE 1
INSTITUTE OF PACIFIC ISLANDS FORESTRY
PACIFIC SOUTHWEST RESEARCH STATION
HILO, HAWAII 16
ADMINISTRATION BUILDING STRUCTURAL
(REFERENCE) S2.01
AutoCAD SHX Text
AutoCAD SHX Text
12" TYP.
AutoCAD SHX Text 76'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1/8"=1'-0"
AutoCAD SHX Text
PROBE & GROUT
AutoCAD SHX Text
INDICATES:
AutoCAD SHX Text
LOCATIONS (TYP)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 30'-0"
AutoCAD SHX Text 3'-4"
AutoCAD SHX Text 25'-6"
AutoCAD SHX Text 25'-6"
AutoCAD SHX Text 25'-0"
AutoCAD SHX Text
4" CONC. SLAB ON GRADE
AutoCAD SHX Text
W/#4@18 E.W. @ MID-DEPTH
AutoCAD SHX Text
OVER VAPOR BARRIER ON
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4" 3B FINE GRAVEL U.N.O.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
(REFER TO SOILS REPORT)
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REINF. & ANCHORS ONLY
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GROUT WALL @
AutoCAD SHX Text
REINF. & ANCHORS ONLY
AutoCAD SHX Text
GROUT WALL @
AutoCAD SHX Text
REINF. & ANCHORS ONLY
AutoCAD SHX Text
GROUT WALL @
AutoCAD SHX Text 1/8"=1'-0"
AutoCAD SHX Text
LOWER ROOF
AutoCAD SHX Text
UPPER ROOF
AutoCAD SHX Text 4x12 @4'-0"
AutoCAD SHX Text
RAFTERS (TYP)
AutoCAD SHX Text GL 5 1/8x16 1/2
AutoCAD SHX Text
1 1/8" T&G PLYWOOD
AutoCAD SHX Text
DECKING U.N.O.
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
1 1/8" T&G PLYWOOD
AutoCAD SHX Text
DECKING U.N.O.
AutoCAD SHX Text 4x6 PURLINS @48"@ PLYW'D DECKING
AutoCAD SHX Text
TYP. @ WALLS
AutoCAD SHX Text 4x6 LEDGER
AutoCAD SHX Text 4x12 @4'-0"
AutoCAD SHX Text
RIDGE
AutoCAD SHX Text
RAFTERS (TYP)
AutoCAD SHX Text GL 5 1/8x15
AutoCAD SHX Text GL 5 1/8x15
AutoCAD SHX Text
EQ.
AutoCAD SHX Text
EQ.
AutoCAD SHX Text
1/2"%%C CABLING TYP.
AutoCAD SHX Text
(OPEN RAFTER AREAS ONLY)
AutoCAD SHX Text PANEL EDGES W/ 16d @2"
AutoCAD SHX Text
AT SUPPORTS & 3" IN FIELD
AutoCAD SHX Text
SEE 13/S5.01
AutoCAD SHX Text DBL. 4x PURLINS W/ 16d@2"
AutoCAD SHX Text
@ EA. PURLIN @ CABLE
AutoCAD SHX Text
LOCATIONS SEE:
AutoCAD SHX Text
TRUSS
AutoCAD SHX Text
SEE:
AutoCAD SHX Text GL 5 1/8x18
AutoCAD SHX Text
TYP. WHERE 2
AutoCAD SHX Text
PU…
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