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C28752
U �M City of Palm Springs BUILDING PERMIT 0- PermitTechnidan Angela LaFrance DATE PLAN CHECK PLAN CHECK CASE B E M P EP HP SUBMITTED 11 2 3 2 010 NUMBER 9 2 7 ��'' FEE $$ 3 NUMBER 5. 12 4 0 PERMITS X X X X �{ Owner Address Phone State Lic. Number Windpower Partners 19020 Tndian, Palm Springs, Ca 951)922-8124 Contractor Address Phone State Lic. Number Blattner Energy 392 County Rd. Avon,•MN 320)356--7351 948024 Architect Address Total value of work 200,000.00 Sewer Agreement # Engineer Address School Fee See Receipt Electrical Consult 3521 Gabel Rd. Billings, MT Fixture Units 0 Lot # Block # Tract Building Address Building Permit 629SO 20TH AVENUE WEST 001-32201 1,840.10 Lot Size Zone Height Occupancy A.A. No, Total Area Plan Check 5.1240 2025 001-34301 393.31 Setbacks As Front Side Side Rear Parcel Number SMIP Tax Constructed 6 6 8- 411- 010 001-37112 42.00 Square Building Garage/Carport Roofed Pato/Porch Microfilm Footage 160 0 0 001-3430B 50.00 Use of building SMIP Type Permit Type Const. Type Fire Sprinkler Units New Sew Cn Permit Issuance Commercial. 2 CMA VB 0 0 001-32204 78.33 Class Of New Additions Alterations Repair Remodel Removal Replace Construction Tax Work X 001-31601 64.00 Describe work in detail: Dbl.Fee/Rmw/Mist, Remove existing substation and develop new 34.5 KW 001.32210 0.00 substation for Wind Energy Site. "Triad Substation". Includes fencing and 10 X 16 Construction Permit control building. 0013zz03 0.00 Sewer Inspection 001-32202 0.00 Sewer Main Special Conditions: 420-38704 0.00 Sewer Agreement T&A 0.00 Sewer Connection Fee DO NOT CONCEAL OR COVER ANY CONSTRUCTION UNTIL THE WORK IS INSPECTED 420-38703 0.00 IMPORTANT Drainage Fee 0.00 The issuance of this permit shall not be held to be an approval of the violation of any provisions of any TUMF Fee city or county ordinance or state law. 134-33110 0.00 Inspections of work are subject to an approved set of plans being on the job. Changes to plans are Misc. Filing Fee not to be made without permission of the Building and Safety Divisions. 0.00 Public Arts Fee The owner and/or contractor is responsible for establishing all property lines. All utilities must be 150-34390 1,000.00 underground. Planning Fee This permit will expire if work is not started in 180 days or if more than 180 days elapses between 001-34303 0.00 Technology Fee inspections. 261-32214 260.00 I certify that I am familiar with all requirements of the City of Palm Springs as they apply to this permit and understand that these requirements must be completed prior to final inspection and that no General Plan Maint. Fee certification of occupancy will be issued until such time as these requirements are met. I certify that 001.34310 0.00 I have read this application and state that the information is true and correct. 001-32219 8.00 TOTAL FEf 3,735.74 OWNER/CONTRACTOR/AGENT DATE ISSUED BY This is a Building when properly filled out, signed and validated, and is not transferable. %j j / /4�1Z INSPECTOR'S COPY ERMIT NU ER C 28752 A� (_4 DO", JOB CARD Building & Safety City of Palm Springs IF IL Owner Windpower Partners Date 3/22/2011 Address 62950 20TH AVENUE WEST Permit # C 28752 SWIMMING POOLS Steel, Bonding, Setbacks underground Piping/Elect Final, Gas Pres. Housing, Energy Clean, Patch, Flash Roof Final Fireplace Ftgs Fireplace BB Massonry Wall Figs Massonry Wall BB GENERAL BUILDING INSPECTIONS Temp Pole Lath Setbacks Insulation Pad Certification Drywall Ground Plumbing Gas Pres Footings Sewer (Sketch on reverse side) Roof Nail Planning Release t Outside Wrap A.C./Htg Ducts Eng. Release �—z Top -Out Plumbing Final Gas Rough_Electric Final Electric Of 09 Framing C.O. Issued Final I 11 �v Plan Check Number Date Slie 11 1. ubmitted int. Project Address 1,2 � n f Project Descri tion ( 1 Date Activit 1 V-J� En ineerin Fire De t. �0 � �fr E I i4_ 12-71r4 Li-Et4AI-- it Total /c time P!R ftlllllb �o °"`"' City of Palm Springs z V BOIL NG PERMITWORK S EET •a �at,Foar`�' Address 62950, 20TH AVENUE WEST DATE PLAN CHECK PLAN CHECK CASE 6 E M P EP HP Suumn-rED 11/23/2010 NUMBER 9 2 7 1 E FEE I 883 NUMBER 5.1240 PERMITS X X X X X Owner Address Phone state Lic. Number Windpower Partners 19020 Indian, Palm Springs, Ca 951)922-W8124 Contractor Address Phone State Lic. Number Blattner Energy 392 County Rd. Avon, MN 320)356-7351 948024 Architect Address Phone state Lic. Number Engineer Address Phone State Lic. Number Electrical Consult 3521 Gabel Rd. Billings, MT 406)259-9933 14377 Lot # Block # Tract Building Address 62950 20TH AVENUE WEST Lot Size Zone Height Occupancy A.A. No. Total Area Total value of work $ 5.1240 2025 200,000.00 Setbacks As Front Side Side Rear Parcel Number Building Permit 1,508 .91 Constructed 6 6 8 - 411- 010 Electrical Permit 295 . 7 0 3 5 9 Square Building Garage/Carpork Roofed Pato/Porch Footage 16 0 0 0 Mechanical Permit .4 Plumbing Permit 0.00 Use of building SMIP Type Permit Type Const Type Fire Sprgk# Units New Sew Cn Commercial 2 CMA VB1.t' .„ 0 Combined Permits1,840 Plan Check 1,276 • 31 Class of New Additions Alterations Repair Remodel, Removal Replace Work X Plan Check Less Plan Check Dep. 0 883.00 Describe work in detail: Remove existing substation and develop new 34.5 KW substation for Wind Energy Site. "Triad Substationli . Plan Check Due 3 9 3 • Includes fencing and 10 X 16 control building. SMIP Tax 42.00 Microfilm 50.00 Permit Issuance 78 . 33 Special Conditions: Construction Tax 64 . 00 Dbl.Fee/Rmw/Mist. 0.00 Construction Permit 0 . 00 Sewer Inspection 0 . 00 Sewer Main 0 . 0 0 Sewer Agreement 0 . 00 Sewer Connection Fee 0 . 00 Description OjY Amount Limit Amount Total Drainage Fee 0 . 00 Receptacle, Switch, Lighting 4 1.22 20 0.82 4.88 0 0 0 Light Fixtures 7 1.22 20 0.82 8.54 TUMF Fee . Pole/Platform Light Fixture 1 1.22 999 0.82 1.22 Misc. Filing Fee 0 . 00 Over Fifty and not over 100 1 54.99 999 54.99 54.99 Public Arts Fee 1,000 . 00 Over 200 and not over 1000 2 69.04 999 69.04 138.08 Planning Fee 0 . 00 & Conductors Not Found Elsewhr 1 20.23 999 20.23 My 20.23 260 00 Disconnects 2 33.88 999', 33.88 67.76 Technology Fee . Hoods, Type 1, 11 Vent 2 11.83 999 f1.83 23.66 General Plan Maint. Fee 0 • 00 Ventilation Systems 1 11.83 999 111.83 11.83 001-32219 8 . 00 TOTAL FEE 3,735 Fixture Units 0 BU*ILDING PERMIT APPLICATIIN DATE: 11-�3--10 PLAN CHECK DEPOSIT FEE: $883.00 Project Address Assessor's Parcel # 668-411-010 Owner's Name -Windpower Partners 1993, L.P. Phone# (951) 922-8124 Owner's Address 19020 Indian Ave., Bldg 11, Ste A, N. Palm Springs, CA 92258 Contractor's Name Blattner Energy, Inc. Phone # (320) 356-7351 Lic.# 948024 Contractor's Address 392 County Rd, 50, Avon, MN 56310 Architect's Name N/A Phone # N/A Lic.# N/A Architect's Address N/A Engineer's Name Electrical Consultants, Inc. Phone # (406) 259-9933 Lic.# 14377 Engineer's Address 3521 Gabel Road, Billings, MT 59102 CONTACT PERSON Derek Price Address 19345 North Indian Canyon Dr., North, Palm Springs, CA 92258 PHONE (320) 247-0990 FAX (320) 356-7391 EMAIL derekp@blattnerenergy.com TOTAL VALUE OF WORK $ 200,000 Lot Size (sf.) Zone E-I Flood Zone N/A % of Lot Covered N/A Building Use Industrial/WEovr Type of Const. Commercial Occupancy Group(s) N/A Sprinkled N/A Project Square Footage: Building 2,025 sf Garage N� Carport N/A Patio (type) N/A Project Description Triad Substation - Foundation Excavation, pour foundation and backfill, upgrade electrical equipment WHERE INDICATED BY A CHECK, SUBMIT 3 SETS (Minium size of plans 18" X24" Minium scale 1/4 inch = 1ft ) ❑ COMPLETE APPLICATION LAYOUT) ❑ PLOT PLAN WITH LOT SQUARE FOOTAGE ❑ DETAILS SHOWING COMPLIANCE WITH ❑ DRAINAGE PLAN; SHOW LOT CORNER ELEVATIONS ACCESSIBILITY REQUIREMENTS ❑ STRUCTURAL CALCULATIONS, IF APPLICABLE ❑ SITE PLAN SHOWING PARKING FOR PERSONS WITH ❑ FLOOR PLAN, DIMENSIONED. DOOR & WINDOW DISABILITIES AND PATH OF TRAVEL TO BUILDING SCHEDULE ENTRANCE. ❑ FRAMING PLAN WITH SECTIONS AND ELEVATIONS ❑ TITLE 24 (ENERGY) - 2 SETS ❑ TRUSS CALCULATIONS AND LAYOUT AS ❑ MANUFACTURE'S BROCHURE FOR HVAC APPLICABLE EQUIPMENT. ❑ FOUNDATION PLAN ❑ MECH. PLAN / DUCT SCHEMATIC, EQUIPMENT ❑ ELECTRICAL PLAN / LOAD CALCULATIONS INCLUDE LOCATION 8-KW FUTURE FOR NEW SINGLE DWELLINGS AND ❑ FIREPLACE SPECIFICATIONS, IF APPLICABLE CONDOS ❑ PLANNING/ FIRE / ENGINEERING APPROVAL ❑ WASTE, DRAIN & VENT ISOMETRIC ❑ GASNVATER PIPING ISOMETRIC (DIMENSIONED Bldg. Plan Check# /o-7/ A�F Eng. File Fire Dept. Job # Planning Case # Page 1 of 1 0 0 Angela LaFrance From: Angela LaFrance Sent: Thursday, March 03, 2011 11:27 AM To: Derek J. Price Subject: FW: Attached Image Hi Derek: Attached are comments from the Engineering Department for plan check #'s 927ILA thru 9271E. Thank you Angelo LoFronte Building & Safety Supervisor City of Palm Springs Building Department 3200 E. Tohquitz Canyon Way Palm Springs, CA 92267 760-323.8242 Ext 8719 760-322.8342 FAX Angela..LaFrance@palmsprings-ca.gov From: PS Building [mailto:iR3570-cc@ci.palm-springs.ca.us] Sent: Thursday, March 03, 2011 8:27 AM To: Angela LaFrance Subject: Attached Image 3/3/2011 Pagel of 2 John Shoemaker From: Carol Templeton Sent: Tuesday, February 08, 2011 6:04 PM To: John Shoemaker Subject: RE: Final Route for 62950 20th Avenue (BPC#9271 E) Prior to issuance of Grading Permit, the following items must be completed: 1) Submittal of Wind Access Waivers from all affected adjoining properties for Turbines C1, C2, C3, C5, C6, C7, C8, F1 and F2. See Planning Condition No. 8 for more details. 2) Submittal of an executed copy of the grant of right-of-way issued by the United States Bureau of Land Management for construction of improvements on that property identified by APN 522-080-061. See Engineering Condition No. 8. 3) Submittal of copies of Encroachment Permits from Riverside County Flood Control for construction of improvements across APN 668-250-015, APN 668-400-010, and APN 668-400-011. See Engineering Condition #9. 4) Provide proof to the City that an environmental consultant has been hired whose responsibility is to monitor the developer's compliance with all required mitigation measures associated with the project on behalf of the City Engineer. See Engineering Condition No. 10. 5) Provide proof that a worker environmental awareness program exists, including a handout detailing basic biology of the burrowing owl and other sensitive species that occur on the site, existing threats to their survival, and actions to be taken on the job site; it shall include a Signed Authorization page, whereby the person being trained acknowledges having been trained and acceptance of the conditions of work on -site. See Engineering Condition No. 21. 6) Provide proof that a qualified Paleontologist has been retained by the developer, to supervise monitoring of construction excavations and to prepare a Paleontological Monitoring and Mitigation Plan, as well as a Final Monitoring and Mitigation Report, for the proposed project. See Engineering Condition No. 25 and 29. 7) A copy of the desert tortoise clearance survey (for APN 522-080-065 and APN 668-270-010) shall be provided to the City Engineer prior to issuance of Grading Permit. See Engineering Condition No. 30. 8) Rough Grading Plan must be approved by the Planning Department, Engineering Resources, and City Engineer, prior to issuance of Grading Permit. See Engineering Condition No. 34. 9) PM10 dust control paperwork must be submitted to the City by applicant and approved by Claudia Trembus (with the City). See Engineering Condition No. 34. 10) City must be provided with an email or letter from The Tribe stating whether or not tribal monitoring will be a requirement for this project. If tribal monitoring is a requirement, applicant must also provide City with proof that the Tribal Monitoring contract has been executed. See Engineering Conditions No. 35. 11) Copies of all environmental permits shall be provided to City (e.g., Section 401 Water Quality Certification, Section 3/1/2011 Page 2 of 2 404 Permit, and Section 1602 Stream Alteration Agreement) prior to issuancorading Permit. Alternatively, the applicant shall provide a copy of a determination from the USACOE that the project does not impact water of the US, and a letter from the CDFG authorizing construction of the project without an agreement. See Engineering Condition No. 39. 12) A copy of the executed letter issuing a WDID number shall be provided to the City Engineer prior to issuance of a Grading Permit. See Engineering Condition No. 40. 13) The applicant shall provide a Red Imported Fire Ant Clearance document to the City if any dirt will be exported from the site. See Engineering Condition No. 45. 14) The applicant must provide Traffic Monitoring Plan prior to issuance of Grading Permit. See Engineering Condition No. 58. Prior_ o issuance of Building Permit, the following items must be completed_ 1) Prior to issuance of permit for utility lines, the application for an Encroachment License for installation of private underground utilities with the public right-of-way shall be approved by City Council, See Engineering Condition No. 2. 2) Applicant shall pay TUMF prior to issuance of Building Permit. See Engineering Condition No. 61. Carol Templeton, Engineering Associate City of Palm Springs Engineering Division Direct (760) 323-8253 Ext. 8741 Fax (760) 322-8360 or 322-8325 Please note new email address: Carol.templeton@palmspringsca..gov http;//.www_acode.us/codes/paimsprings/view.r)hD NOTE THAT CITY HALL OFFICE HOURS ARE MONDAY THROUGH THURSDAY 8 AM TO 6 PM. THE PUBLIC ENGINEERING COUNTER IS CLOSED MONDAY THROUGH THURSDAY 11 AM TO 2 PM. CONFIDENTIALITY NOTICE — This e-mail transmission, and any documents, files or previous e-mail messages attached -to it may contain information that is confidential or legally privileged. If you are not the intended recipient, or a person responsible for delivering it to the intended recipient, you are hereby notified that you must not read this transmission and that any disclosure, copying, printing, distribution or use of any of the information contained in or attached to this transmission is STRICTLY PROHIBITED. If you have received this transmission in error, please immediately notify the sender by telephone at (760) 323-8253 X8741 or return e-mail and delete the original transmission and its attachments without reading or saving in any manner. From: John Shoemaker Sent: Tuesday, February 08, 2011 5:53 PM To: Carol Templeton Subject: Final Route for 62950 20th Avenue (BPC#9271E) 3/1/2011 City oPalm f Springs Department of Building & Safety 3200 Fast Taliquitz Canyon Way • Palin Springs CA 92262 Tel 760.323-8242 • Fax 760.322.8342 • www.palmspringsca.gov December 27, 2010 William C. Koogler, P.E. Electrical Consultants, Inc. 3521 Gabel Road Billings, Montana 59102 RE: Palm Springs Area Re -Power Project NextERA Energy's Request for Plan Approval with Code Variance Dear Mr. Koogler, I will approve your request on behalf of NextERA Energy's Palm Springs Area Re -Power Project to omit the code -required restrooms in the four substation control buildings referred to in your letter dated December 21, 2010. However, you must re -submit plans to ESGIL which include these modifications and specifies that the buildings' usage is predominantly unmanned. Sincerely, Terry Tatum, CBO Director of Building & Safety 12-71 A -et ,h.* erin khDi tip 2 7 2010 BILLINGS OFFICE: 3521 GABEL ROAD, BILLINGS, MONTANA 59102 • PHONE: 406-259-9933 • PAX: 406-259-3441 December 21, 2010 Mr. Terry Tatum Board of Appeals City of Palm Springs Building & Safety 3200 East Tahquitz Canyon Way Palm Springs, CA 92262-6959 RE: Palm. Springs Area Re -Power Project NextERA Energy's Request for Plan Approval with Code Variance Dear Mr. Tatum, On behalf of NextERA Energy's Palm Springs Area Re -Power Project, we are requesting plan approval of four (4) small modular control buildings without the code required rest room. The buildings are located at Aldrich Substation, Carter Substation, Renwind Substation and Triad Substation. Aldrich and Triad Substations will contain new control buildings approximately ten (10) feet wide by sixteen (16) feet long by ten (10) feet tall. Carter and Renwind Substations will contain new control building that are approximately twelve (12) feet wide by sixteen (16) feet long by ten (10) feet tall. These buildings will contain electrical metering, relay, protection, and control equipment and are unmanned. Some of the buildings will have a fold down table for temporary use in reviewing plans and drawings during trouble shooting. None are equipped with a workstation. Each substation control building is located within a maximum ten-minute drive of a public facility with a restroom. We appreciate your consideration of our request for plan approval of these four substation control buildings without the code -required rest room. Sincerely, . ............. . 4v-r Koojler William C. Koogler, P.E. WCK/mb xc: Mark Thompson, Derek Price, David Sherwin CORPORATE OFFICE: SALT LAKE CITY OFFICE- TUCSON OFFICE. MADISON OFFICE: 8621 GABEL ROAD 660 WEST 700 SOUTH 6740 NORTH ORACLE ED, #100 5316 WALL STREET BILLINGS, MT 59102 WOODS CROSS, UT 84067 TUCSON, AZ 85704 MADISON, WI 53718 PHONE: 406-269-9933 PHONE: 801.292.9954 PHONE: 620-219-9933 PHONE: 608-240-9933 FAX: 406-259-1164 FAX:801.292.9177 FAX: 620.219.9949 FAX: W8140.1679 EMAIL: contactve®acibil3ines.mm EMAIL: CRUtdGfL4P 19IGS41L EMAIL: contecLue2eat.L= EMAIL: emitact-ueC�iecimedieon com 9 ALm iy N City of Palm Springs cRPORAiEa \P CQOFORDepartment of Planning Services MEMORANDUM DATE: 01.04.11 TO: Building Department FROM: Edward O. Robertson, Principal Planner CASE NO. / ADDRESS: 5.1240E-CUP-Wind Power Partners Palm Springs Energy Center REVIEWED THE FOLLOWING: Plan Check 92i1 E ® The plans are APPROVED. ❑ The plans are NOT APPROVED. Please address the following corrections and resubmit the plans for recheck: • .7 Nextera Energy Palm Springs Area Re -Power Electrical Consultants Inc. Billings, Montana ca us srq�Eo it Triad Substation Replacement 34.5 kV Substation Structural Steel and Foundation Calculations Nextera Energy Resources - Triad Substation Electrical Consultants, Inc., Michael Heikens N EXT-002 Jan 12: . Load Case: Lg- E- 95 m Load Case: Lg_ E. 95 mph Wind IES VisualAnalysis 7.00.0012 • 0 4 POINT LOAD CALCULATION SHEET File: DE1 Point Load Worksheet Service.xis Client: Nextera Energy Job Number: roject: Triad Substation Description: DEADEND DE1 Description..... .... 556.5 "Dahlia" r SAG10 Filename........................ 1.00 (Initial Tension) CA GO-95 CONDUCTOR 1000.00 Diameter ........................................... Bare Weight .............. I....................... 0.8560 0.5220 inches Ib/ft Wind Span.. ---------- I .......................... 37.5000 feet (Initial Tension) NESC LIGHT 966.00 Weight Span (1,25 x Wind Span).......... 46.8750 feet (Initial Tension) EXT, WIND 1071,00 Orientation (1-360 Degrees)-.... ........... 54.0000 degrees CW 1.25 (Initial Tension) LOW TEMP........ 0.00 Orientation Radians) .......................... 0.9424777961 radians CW Initial Tension) SEISMIC........... 401.00 Hardware Weight ............................... 50.0000 Ib 75,00 Initial Tension DEFLECTION.... 1 401.00 Description................. ....................... Conductor Description Number of Conductors Conductor #2 Tensions Diameter. ............................... .... 0.0000 inches SAG10 Filename........................ s Bare Weight... ............................ 0.0000 ib/ft 1.00 (Initial Tension NESC ... 0.00 ». �p Wind Span . .................................. Q.DODD feet Weight Span Override (Initial Tension HIGH WIND.. .. 0.00 Weight Span (125 x Wind Span).......... 0.0000 feet (Initial Tension HEAVY ICE........ 0.00 .; Orientation 1-360 Degrees) ............... 0,0000 degrees CW 1,25 io (initial Tensn UPLIFT 0.00 Orientation Radians .......................... 0.0000000000 radians CW Span'Len th (Final Tension) NORMAL........... 0.00 Hardware Welt ................................ 0.0000 Ib 0.00 Initial Tension DEFLECTION..... 0.00 Description ....................................... Conductor Description Number of Conductors Conductor #3 Tensions Diameter .......................................... 0.0000 inches SAG10 Filename........................ SAG10 Filename 2 Bare Weight ...................................... 0.0000 Wit 1.00 (Initial Tension) NESC............... 0.00 ro o aWeight Wind Span............ I ........................... 0.0000 feet Weight Span Override (Initial Tension HIGH WIND....... 0.00 Span (1.25 x Wind Span)........... 0.0000 feet Initial Tension) HEAVY ICE........ 0,00 v .5 Orientation (1-360 Degrees) ................. 0.0000 degrees CW Il- 1.25 Initial Tension) UPLIFT 0.00 Orientation (Radians) .......................... 0.0000000,000 1 radians CW I Span Length Final Tension) NORMAL........... 0.00 Hardware Weight ................................ 0.0000 Ib A 0.00 Initial Tension DEFLECTION..... 0.00 7 Description ....................... .. ......... Conductor Description Number of Conductors Conductor #4 Tensions Diameter. ................ r ................... ... 0.0000 inches SAG10 Filename........................ SAG10 Filename 2 Bare Weight ..................................... 0.0000 Ib/ft 1.00 (Initial Tension) NESC ............... 0.00 ro e n Wind Span ....................................... 0.0000 feet Weight Span Override (Initial Tension) HIGH WIND....... 0.00 Weight Span 1.25 x Wind Span).......... 0.0000 feet (Initial Tension HEAVY ICE........ 0.00 vOrientation 1-360 Degrees) ................. 0.0000 degrees CW 1.25 (Initial Tension UPLIFT 0.00 Orientation (Radians) .......................... 0,0000000000 1 radians CW Span Length Final Tension) NORMAL........... 0.00 Hardware Weight ............................... 0.0000 Ib 0.00 Initial Tension DEFLECTION..... 0.00 Description............ ........................... Conductor Description Number of Conductors Conductor #5 Tensions Diameter .......................................... 0.0000 inches SAG10 Filename:....................... SAG10 Filename Bare Weight ...................................... 0.0000 ib/ft 1.00 (Initial Tension NESC ............... 0.00 ro ❑ CL Wind Span ....................................... 0.0000 feet Weight Span Override Initial Tension) HIGH WIND....... 0.00 Weight 5 an 1.25 x Wind Span)........., 0.0000 feet initial Tension) HEAVY ICE........ 0.00 o Orientation (1-360 Degrees) .................. 0.0000 degrees CW 1.25 (Initial Tension) UPLIFT 0.00 Orientation (Radians).. .................. 0.0000000000 I radians CW Span Length (Final Tension) NORMAL........... 0.00 Hardware Weight.. ............................. 0.0000 ib 0.00 initial Tension)_DEFLECTION..... 0,00, WIND & ICE CRITERIA CA GO-95 NESC LIGHT EXTREME WIND LOW TEMP SEISMIC DEFLECTION c ©': Wind Pressure (psf)... -- 8.00 9.00 23.10 0,00 0.00 0-00 Wind Direction (1-360 Degrees) ........... 180,00 180.00 180.00 180.00 180.00 180,00 o t? Wind Direction (Radians) ..................... 3,1415926536 3.1415926536 3,1415926536 3.1415926536 3.1415926536 3.1415926536 Radial Ice Thickness Inches ............... 0,00 0.00 0.00 0.00 0.00 0,00 OCF CRITERIA CA GO-95 NESC LIGHT EXTREME WIND LOW TEMP SEISMIC DEFLECTION WIND Overload Capacity Factor........... 1,00 1.00 1.00 1,00 1.00 1.00 TENSION Overload Capacity Factor...... 1,00 1.00 1.00 1.00 1.00 1,00 VERTICAL Overload Capacity Factor..... 1.00 1.00 1.00 1.00 1.00 1.00 DESIGN CONDITION TRANSVERSE LONGITUDINAL VERTICAL FORGE (ib) RESULTANT FORCE (lb) FORCE (lb) FORCE (lb) i' 0, L S a N CALIFORNIA GO-95........................... 606 810 75 1,D12 : DEADEND........................................ 0 0 D 0 NESC LIGHT ................................ 588 782 75 979 HIGH WIND ...................................... 680 867 75 1,102 LOW TEMP ....................................... 0 0 75 0 402 SEISMIC .................................... 236 325 75 DEFLECTION .................................... 236 325 75 402 C7 rI ACA CONDUCTOR ACCESSORIES, SAG AND TENSION DATA NextEra Conductor Conductor DAHLIA 556.5 Kcmil 19 Strands AAC Area= .4369 Sq. in Dia= .856 in Wt= .522 lb/ft RTS= 9750 lb Data from Chart No. 1-945 English Units Using Exact Catenary Equations Span= 75.0 feet NESC Light Load Zone Creep is NOT a Factor Design Points Final Initial Temp Ice Wind K Weight Sag Tension Sag Tension F in psf lb/ft lb/ft ft lb ft lb 25. .00 8.00 .00 .773 .55 992. .54 1000.* 30. .00 9.00 .05 .877 .65 956. .64 966. 60. .00 23.10 .00 1.729 1.14 1071. 1.14 1071. -20. .00 .00 .00 .522 .16 2357. .16 2357. 25. .00 .00 .00 .522 .45 813. .44 843. 60. .00 .00 .00 .522 .96 384. .92 401. 90. .00 .00 .00 .522 1.29 284, 1.26 292. 120. .00 .00 .00 .522 1.57 235. 1.53 240. 167. .00 .00 .00 .522 1.92 191. 1.90 194. 212. .00 .00 .00 .522 2.22 166. 2.19 168. * Design Condition Certain information such as the data, opinions or recommendations set forth herein or given by AFL representatives, is intended as a general guide only. Each installation of overhead electrical conductor, underground electrical conductor, and/or conductor accessories involves special conditions creating problems that require individual solutions and, therefore, the recipient of this information has the sole responsibility in connection with the use of the information. AFL does not assume any liability in connection with such information. 0 Nextera Energy Resourc�s Tr iad Substation 0 Company: Electrical Consultants, Inc. Engineer: visualAnalysis 7.00 Report sload Combination Summary Factored Combination: CA GO-95 Long Scale factor = 1.00 Factor : service Case 1.50 x Dead loads 1.50 x CA GO 95 Wire 1.50 x CA 00-95 Long Wind Load Factored Combination: CA GO-95 Long Service Loads Scale factor = 1.00 Factor : Service Case 1.00 x CA GO-95 Long Wind Load 1.00 x Dead loads 1.00 x CA GO 95 Wire Factored Combination: CA GO-95 Trans Scale factor = 1.00 Factor : Service Case 1.50 x CA GO--95 Trans Wind Load 1.50 x CA GO 95 Wire 1.50 x Dead loads Michael Heikens Billing: NEXT-002 Factored Combination: CA GO-95 Trans Service Loads Scale factor = 1.00 Factor : Service Case 1.00 x CA GO-95 Trans Wind Load 1.00 x Dead loads ' 1.00 x CA GO 95 Wire Factored Combination: Lg. 95 mph + DL + Wire Scale factor = 1.00 Factor s Service Case . 1.00 x Dead loads 1.11 x Lg. E. 95 mph Wind 1.00 x E 95 mph Wire load Factored Combination: Lg. NESC Light + DL + Wire Scale factor = 1.00 Factor : Service Case 1.50 x Dead loads 2.50 x Lg. NESC Light Wind 1.65 x NESC Light Wire Loads Factored Combination: Lg. NESC Light + DL + Wire Scale factor = 1.00 Factor : Service Case 1.00 x Dead loads 1.00 x Lg. NESC Light Wind 1.00 x NESC Light Wire Loads Factored Combination: Seisisc Comb. Trans Scale factor = 1.00 Factor : Service Case 1.00 x Dead loads 0.70 x Seismic Trans 1.00 x Seismic Wire Tension Factored Combination: Seismic Comb Long Scale factor = 1.00 Factor : Service Case 1.00 x Seismic Wire Tension 0.70 x Seismic Long 1.00 x Dead loads Factored Combination:•Tr NESC Light + DL + Wire Scale factor = 1.00 Factor Service Case 1.00 x Dead loads 1.00 x Tr. NESC Light Wind 1.00 x NESC Light Wire Loads Factored Combination: Tr. 95 mph + DL + Wire (Service) (Service) Scale factor = 1.00 Factor : Service Case 1.00 x Dead loads 1.11 x Tr. E 95 mph Wind 1.00 x E 95 mph Wire load ctored Combination- Tr. NESC Light + DL + Wire Scale factor = 1.00 Factor : Service Case 1.50 x Dead loads 2.50 x Tr. NESC Light Wind 1.65 x NESC Light Wire Loads l� u Nextera Energy Resources - Triad Substation Company: Electrical Consultants, Inc. Engineer: N'chae_ Heikens Billing: NEXT-002 *isualAnalysis 7.00 Report Result Cases Result Case Name Design Checks ( 1.01)CA GO-95 Long Wind -NA- ( 2.01)CA GO-95 Trans Win --NA- ( 3.01)Dead loads -NA- ( 4.01)E 95 mph Wire load -NA- ( 5.01)CA GO 95 Wire -NA- ( 6.01)Lg. E. 95 mph Wind -NA- ( 7.01)Lg. NESC Light Win -NA- ( 8.01)Seismic Long -NA- ( 9.01)Seismic Trans --NA- (10.01)Seismic Wire Tensi -NA- (11.01)Tr. E 95 mph Wind -NA- (12.01)Tr. NESC Light Win -NA- (13.01)NESC Light Wire Lo -NA- (14.01)CA GO-95 Long Allowable (ASD) (15.01)CA GO-95 Long Sery Defl. 'Other' (16.01)CA GO-95 Trans Allowable (ASD) (17.01)CA GO-95 Trans Ser Deft. 'Other' (18.01)7,g. 95 mph + DL + Defl. 'Other' (19.01)Lg. NESC Light + D Allowable (ASD) (20.01)Lg. NESC Light +'D Defl. 'Other' (21.01)Seimisc Comb. Tran Allowable (ASD) (22.01)Seismic Comb Long Allowable (ASD) (23.01)Tr NESC Light + DL Defl. 'Other' (24.01)Tr. 95 mph + DL + Defl. 'Other' Aglllh�'11 NESC Light + D Allowable (ASD) Design Group Results AISC Steel Design Checks: Steel_Column_G02 Designed As: HSS12xl2xl/4 Specification: AISC ASD (2005) Strong Deflection Check (Member): Member Result Offset dy Limit Unity Name Case ID ft in in Check COL005 15.01 9.03 -0.21 2.58 0.08 COLD05 17.01 9.21 -0.19 2.58 0.07 COL005 18.01 8.85 -0.33 2.58 0.13 COLD05 20.01 9.03 -0.21 2.58 0.08 COL005 23.01 9.21 -0.18 2.58 0.07 COL005 24.01 9.21 -0.20 2.58 0.08 COL004 15.01 9.01 -0.21 2.58 0.08 COL004 17.01 9.06 --0.19 2.58 0.07 COL004 18.01 8.74 -0.34 2.58 0.13 COL004 20.01 9.01 -0.21 2.58 0.08 COLD04 23.01 9.06 -0.18 2.58 D.07 COL004 24.01 9.06 -0.20 2.58 0.09 Weak Deflection Check (Member): Member Result Offset dz Limit Unity Name Case ID ft in in Check COL005 15.01 6`87 -0.04 2.56 0.02 COL005 17.01 6.68 -0.05 2.58 0.02 COL005 18.01 6.87 -0.05 2.58 0.02 COLD05 20.01 6.87 -0.04 2.58 0.02 L � • l COL005 23.01 6.68 -0.05 2.58 0.02 COL005 24.01 6.14 -0.08 2.58 0.03 15.01 6.86 -0.04 2.58 0.02 IDCOL004 COL004 17.01 6.65 -0.05 2.58 0.02 COL004 18.01 6.86 -0.05 2.58 0.02 COL004 20.01 6.86 -0.04 2.58 0.02 COL004 23.01 6.65 -0.05 2.58 0.02 COL004 24.01 6.17 -0.08 2.58 0.03 Combined Stresses Check: Member Result Pu Muz Muy Pn/�lMnz/ i2 Mny/ SZ Code Unity Name Case# K K-ft K-ft K K-ft K-ft Ref. Check COL005 14.01 -5.02 45.01 16.94 210.52 80.97 80.97 HI 0.78 COLD05 COLD05 15.01 -3.34 30.01 11.30 210.52 80.97 80.97 HI -lb 0.52 COL005 16.01 -5.27 39.18 20.74 210.52 80.97 80.97 HI -lb 0.75 COL005 17.01 -3.51 26.12 13.83 210.52 80.97 80.97 HI -lb 0.50 COL005 18.01 -3.47 51.18 12.68 210.52 80.97 80.97 HI-1b 0.60 COL005 19.01 -5.14 54.42 18.08 210.52 80.97 80.97 HI-1b 0.91 COLOOS 20.01 -3.31 30.34 10.96 210.52 80.97 80.97 H1-lb 0.52 COLD05 21.01 -3.47 14.09 12.31 210.52 80.97 80.97 HI -lb 0.33 COL005 22.01 -2.95 25.25 4.70 210.52 80.97 80.97 HI-1b 0.38 COL005 23.01 -3.50 25.22 13.77 210.52 80.97 80.97 HI -lb 0.49 COLOOS 24.01 -4.50 28.09 28.42 210.52 80.97 90.97 HI -lb 0.71 COL005 25.01 -5.60 41.61 25.11 21D.52 80.97 80.97 HI -lb 0.84 COL004 14.01 -2.82 45.01 17.00 210.52 80.97 80.97 Hl-lb 0.77 COLD04 15.01 -1.88 30.01 11.34 210.52 80.97 80.97 HI -lb 0.52 COL004 16.01 -2.57 39.16 20.80 210.52 80.97 80.97 H1-lb 0.75 COL004 17.01 -1.71' 26.12 13.87 210.52 80.97 80.97 H1-lb 0.50 COLD04 18.01 -1.75 53.86 12.72 210.52 80.97 80.97 Hl-lb 0.83 COLD04 19.01 -2.73 54.42 18.15 210.52 80.97 80.97 HI-1b 0.90 COL004 20.01 --1.91 30.34 11.00 210.52 80.97 80.97 H1-lb 0.52 21.01 -2.21 14.09 12.24 210.52 80.97 80.97 Hl-1b 0.33 •COL004 COL004 22.01 -2.76 26.44 4.68 210.52 210.52 80.97 80.97 80.97 80.97 HI -lb HI -lb 0.39 0.49 COL004 23.01 -1.73 25.22 13.81 COL004 24.01 -0.72 27.84 28.39 210.52 80.97 80.97 Hl-lb 0.70 COL004 25.01 -2.27 41.61 25.18 210.52 80.97 80.97 Hl-lb 0.83 Flexure Check (Strong Bending): Member Result Offset Muz Lu Cb Mnz/Cl Code Unity Name Case# ft K-ft ft K-ft Ref. Check COL005 14.01 0.00 45.01 10.75 1.26 80.97 F7-3 0.56 COL005 15.01 0.00 30.01 10.75 1.26 80.97 F7-3 0.37 COL005 16.01 0.00 39.18 10.75 1.24 80.97 F7-3 0.48 COL005 17.01 0.00 26.12 10.75 1.24 80.97 F7-3 0.32 COL005 18.01 0.00 51.18 10.75 1.29 80.97 F7-3. 0.63 COL005 19.01 0.00 54.42 10.75 1.27 80.97 F7-3 0.67 COL005 20.01 0.00 30.34 10.75 1.26 80.97 F7-3 0.37 COL005 21.01 0.00 14.09 10.75 1.25 80.97 F7-3 0.17 COL005 22.01 0.00 25.25 10.75 1.29 80.97 F7-3 0.31 COL005 23.01 0.00 25.22 10.75 1.24 80.97 F7-3 0.31 COLD05 24.01 0.00 28.09 10.75 1.24 80.97 F7-3 0.35 COL005 25.01 0.00 41.61 10.75 1.24 80.97 F7-3 0.51 COL004 14.01 0.00 45.01 10.75 1.27 80.97 F7-3 0.56 COL004 15.01 0.00 30.01 10.75 1.27 80.97 F7-3 0.37 COL004 16.01 0.00 39.18 10.75 1.25 80.97 F7-3 0.48 COL004 17.01 0.00 26.12 10.75 1.25 80.97 F7-3 0.32 COL004 16.01 0.00 53.86 10.75 1.31 80.97 F7-3 0.67 COL004 19.01 0.00 54.42 10.75 1.27 80.97 F7--3 0.67 COL004 20.01 0.00 30.34 10.75 1.27 80.97 F7-3 0.37 COL004 21.01 0.'00 14.09 10.75 1.25 80.97 F7-3 0.17 COL004 22.01 0.00 26.44 10.75 1.30 80.97 F7-3 0.33 COL004 23.01 0.00 25.22 10.75 1.25 80.97 F7-3 0.31 �COL004 24.01 0.00 27.84 10.75 1.24 80.97 F7-3 0.34 COL004 25.01 0.00 41.61 10.75 1.25 80.97 F7-3 0.51 Axial Check: Member Result Offset Pu KL/r Fcr Pn/Q Code Unity Name Case# ft K Ksi K Ref. Check COL005 14.01 0.00 -5.02 48.46 32.55 210.52 E7-2FB 0.02 COL005 15.01 0.00 -3.34 48.46 32.55 210.52 E7-2FB 0.02 COL005 16.01 0.00 -5.27 48.46 32.55 210.52 E7-2FB 0.03 COL005 17.01 0.00 -3.51 48.46 32.55 210.52 E7-2FB 0.02 COL005 18.01 0.00 --3.47 48.46 32.55 210.52 E7-2FB 0.02 COL005 19.01 0.00 -5.14 48.46 32.55 210.52 E7-2FB 0.02 COL005 20.01 0.00 -3.31 48.46 32.55 210.52 E7-2FB 0.02 COL005 21.01 0.00 -3.47 48.46 32.55 210.52 E7-2FB 0.02 COL005 22.01 0.00 -2.95 48.46 32.55 210.52 E7-2FB 0.01 COL005 23.01 0.00 -3.50 48.46 32.55 210.52 E7-2FB 0.02 COL005 24.01 0.00 -4.50 48.46 32.55 210.52 E7-2FB 0.02 COL005 25.01 0.00 -5.60 4B.46 32.55 210.52 E7-2FB 0.03 COL004 14.01 0.00 -2.82 48.46 32.55 210.52 E7-2FB 0.01 COL004 15.01 0.00 -1.88 48.46 32.55 210.52 E7--2FB 0.01 COL004 16.01 0.00 -2.57 48.46 32.55 210.52 E7-2FB 0.01 COL004 17.01 0.00 --1.71 48.46 32.55 210.52 E7-2FB 0.01 COL004 18.01 0.00 -1.75 48.46 32.55 210.52 E7-2FB 0.01 COL004 19.01 0.00 -2.73 48.46 32.55 210.52 E7-2FB 0.01 COL004 20.01 0.00 -1.91 46.46 32.55 210.52 E7-2FB 0.01 COL004 21.01 0.00 -2.24 48.46 32.55 210.52 E7-2FB 0.01 COL004 22.01 0.00 -2.76 48.46 32.55 210.52 E7-2FB 0.01 COL004 23.01 0.00 -1.73 48.46 32.55 210.52 E7-2FB 0.01 COL004 25.01 0.00 -2.27 48.46 32.55 210.52 E7-2FB 0.01 Flexure Check (Weak Bending): Member Result Offset Muy Mny/Q Code Unity Name Case# ft K-ft K-ft Ref. Check COL005 14.01 0.00 16.94 80.97 F7-3 0.21 COL005 15.01 0.00 11.30 80.97 F7--3 0.14 16.01 0.00 20.74 80.97 F7-3 0.21 OCOL005 COL005 17.01 0.00 13.83 80.97 F7-3 0.17 COL005 18.01 0.00 12.68 80.97 F7-3 0.16 COL005 19.01 0.00 18.08 80.97 F7-3 0.22 COL005 20.01 0.00 10.96 80.97 F7-3 0.14 COL005 21.01 0.00 12.31 80.97 F7-3 0.15 COL005 22.01 21.50 -5.60 80.97 F7-3 0.07 COL005 23.01 0.00 13.77 80.97 F7-3 0.17 COL005 24.01 0.00 28.42 80.97 F7-3 0.35 COL005 25.01 0.00 25.11 80.97 F7-3 0.31 COL004 14.01 0.00 17.00 80.97 F7--3 0.21 COL004 15.01 0.00 11.34 80.97 F7-3 0.14 COL004 16.01 0.00 20.80 80.97 F7-3 0.26 COL004 17.01 0.00 13.87 80.97 F7-3 0.17 COL004 18.01 0.00 12.72 80.97 F7-3 0.16 COL004 19.01 0.00 18.15 80.97 F7-3 0.22 COL004 20.01 0.00 11.00 80.97 F7-3 0.14 COL004 21.01 0.00 12.24 80.97 F7-3 0.15 COL004 22.01 0.00 4.68 80.97 F7-3 0.06 COL004 23.01 0.00 13.81 80.97 F7-3 0.17 COLO04 24.01 0.00 28.39 80.97 F7-3 0.35 COL004 25.01 0.00 25.18 80.97 F7-3 0.31 shear Check (Strong Axis): Member Result Offset Vuy -h/tw Vny/n Cade Unity Name Case# ft K K Ref. Check COL005 14.01 0.00 -2.24 48.50 87.04 G2-1 0.03 COL005 15.01 0.00 -1.49 48.50 87.04 G2-1 0.02 COL005 16.01 0.`00 -1.82 48.50 67.04 G2-1 0.02 COL005 17.01 0.00 -1.22 48.50 87.04 G2-1 0.01 COL005 18.01 0.00 -2.89 48.50 87.04 G2-1 0.03 COL005 0 19.01 0.00 -2.80 48.50 67.04 G2-1 0.03 COL005 20.01 0.00 -1.52 48.50 87.04 G2-1 0.02 COL005 21.01 0.00 -0.66 48.50 87.04 G2-1 0.01 COL005 22.01 0.00 -1.32 48.50 87.04 G2-1 0.02 COLD05 23.01 0.00 -1.17 48.50 87.04 G2-1 0.01 24.01 0.00 -1.32 48.50 87.04 G2-1 0.02 *COL005 COLD05 25.01 0.00 -1.94 48.50 87.04 G2-1 0.02 COL004 14.01 0.00 -2.24 48.50 87.04 G2-1 0.03 COL004 15.01 0.00 -1.49 4B.50 87.04 G2-1 0.02 COLD04 16.01 0.00 -1.62 48.50 87.04 G2-1 0.02 COL004 17.01 0.00 -1.22 48.50 87.04 G2-1 0.01 COL004 18.01 0.00 -3.11 48.50 87.04 G2-1 0.04 COL004 19.01 0.00 --2.80 48.50 87.04 G2-1 0.03 COL004 20.01 0.00 -1.52 48.50 87.04 G2-1 0.02 COL004 21.01 0.00 -0.66 48.50 87.04 G2-1 0.01 COLD04 22.01 0.00 -1.41 4B.50 87.04 G2-1 0.02 COLD04 23.01 0.00 -1.17 48.50 67.04 G2-1 0.01 COL004 24.01 12.28 -1.32 48.50 87.04 G2-1 0.02 COLD04 25.01 0.00 -1.94 48.50 87.04 G2-1 0.02 Shear Check (Weak Axis): Member Result Offset Vuz Aw Vnz/n Code Unity Name Case# ft K in^2 K Ref. Check COL005 14.01 12.47 -2.07 5.27 87.04 G2--1 0.02 COL005 15.01 12.47 -1.38 5.27 87.04 G2-1 0.02 COL005 16.01 12.47 -2.28 5.27 87.04 G2-1 0.03 COL005 17.01 12.47 -1.52 5.27 67.04 G2-1 0.02 COL005 18.01 12.47 -1.49 5.27 87.04 G2-1 0.02 COL005 19.01 12.47 -2.17 5.27 87.04 G2-1 0.02 COL005 20.01 12.47 -1.36 5.27 87.04 G2-1 0.02 COL005 21.01 12.28, -1.41 5.27 87.04 G2-1 D.02 COL005 22.01 12.28 -0.87 5.27 87.04 G2--1 0.01 COL005 23.01 12.47 -1.51 5.27 87.04 G2-1 0.02 COL005 24.01 0.00 --2.70 5.27 87.04 G2-1 0.03 25.01 12.47 -2.55 5.27 87.114 G2-1 0.03 OCOL005 COLD04 14.01 0.00 -1.38 5.27 87.04 G2-1 0.02 COL004 15.01 0.00 --0.92 5.27 87.04 G2-1 D.01 COL004 16.01 0.00 -1.80 5.27 87.04 G2-1 0.02 COL004 17.01 0.00 -1.20 5.27 87.04 G2-1 0.01 COL004 18.01 0.00 --1.03 5.27 87.04 G2-1 0.01 COL004 19.01 0.00 -1.47 5.27 87.04 G2-1 0.02 COLD04 20.01 0.00 -0.89 5.27 87.04 G2-1 0.01 COL004 21.01 0.00 -1.08 5.27 87.04 G2-1 0.01 COL004 23.01 0.00 -1.20 5.27 87.04 G2-1 0.01 COL004 24.01 0.00 -2.70 5.27 87.04 G2-1 0.03 COL004 25.01 0.00 -2.25 5.27 87.04 G2-1 0.03 Warning: Possible warping stresses were not checked. Maximum torsional moment, T, is 3.01 K-ft. St. Venant shear (fv = T*t/J) is included in the shear checks, warping normal stress is not considered. 0 Nextera Energy Resourts - Triad Substation Company: Electrical Consultants, Inc. Engineer: Michael Heikens Billing: NEXT-002 VisualAnalysis 7.00 Report �esult Cases Result Case Name Design Checks ( 1.01)CA GO-95 Long Wind -NA- ( 2.01)CA GO-95 Trans Win -NA- ( 3.01)Dead loads -NA- ( 4.01)E 95 mph Wire load -NA- ( 5.01)CA GO 95 Wire -NA- ( 6.01)Lg. E. 95 mph Wind -NA- ( 7.01)Lg. NESC Light Win -NA- ( 6.01)Seismic Long -NA- ( 9.01)Seismic Trans -NA- (10.01)Seismic Wire Tensi -NA- (11.01)Tr. E 95 mph Wind -NA- (12.01)Tr. NESC Light Win -NA- (13.01)NESC Light Wire Lo -NA- (14.01)CA GO-95 Long Allowable (ASD) (15.01)CA GO-95 Long Sery Defl. 'Other' (16.01)CA GO-95 Trans Allowable (ASD) (17.01)CA GO-95 Trans Ser Defl. 'Other' (18.01)Lg. 95 mph + DL + Defl. 'Other' (19.01)Lg. NESC Light + D Allowable (ASD) (20.01)Lg. NESC Light + •D Defl. 'Other' (21.01)Seimisc Comb. Tran Allowable (ASD) (22.01)Seismic Comb Long Allowable (ASD) (23.01)Tr NESC Light + DL Defl. 'Other' (24.01)Tr. 95 mph + DL + Defl. 'Other' 25.01)Tr. NESC Light + D Allowable (ASD) Design Group Results AISC Steel Design Checks: Steel Beam X_G01 Each member in the group is checked according to it's as -modelled shape. Specification: AISC ASD (2005) Strong Deflection Check (Member): Member Section Result Offset dy Limit Unity Name Name Case ID ft in in Check BmX004 HSS6x6x3/16 24.01 3.98 -0.07 0.53 0.13 BmX003 HSS8x8xl/4 24.01 4.34 -0.06 0.53 0.11 Combined Stresses Check: Member Section Result Pu Muz Muy Pn/QMnz/ 0 Mny/ n Code Unity Name Name Case# K K-ft K-ft K K-ft K-ft Ref. Check BmX004 HSS6x6x3/16 25.01 0.61 -6.72 -0.53 109.63 18.49 18.49 H1-lb 0.40 BmX003 HSS8x8xl/4 25.01 -2.29 -16.63 2.85 152.46 44.13 44.13 HI -lb 0.45 Flexure Check (Strong Bending): Member Section Result Offset Muz Lu Cb Mnz/f2 Code Unity Name Name Case# ft K-ft ft K-ft Ref. Check BmX004 HSS6x6x3/16 25-01 16.00 -6.72 16.00 2.36 18.49 F7-2 0.36 BmX003 HSS8x8xl/4 25.01 16.00 -16.63 16.00 2.29 44.13 F7-2 0.38 Axial Check: Member Section Result Offset Pu KL/r Fcr Pn/f2 Code Unity Name Name Case# ft K Ksi K Ref. Check BmX004 HSS6x6x3/16 25.01 0.00 0.85 81.11 46.00 109.63 D2-1 0.01 • BmX003 HSSBx8xl/4 25.01 16.00 -2.29 60.84 35.B6 152.46 E3-2FB 0.02 lexure Check (Weak Bending): Member Section Result Offset Muy Mny/n Code Unity Name Name Case# ft K-ft K-ft Ref. Check BmX004 HSS6x6x3/16 18.01 8.00 -1.24 16.49 F7-2 0.07 8mX003 HSS8x8x1/4 19.01 8.00 -7.35 44.13 F7-2 0.17 Shear Check (Strong Axis): Member Section Result Offset Vuy -h/tw Vny/Q code Unity Name Name Case# ft K K Ref. Check BmX004 HSS6x6x3/16 25.01 16.00 -1.20 31.48 31.51 G2-1 0.04 BoX003 HSSBxBxl/4 25.01 16.00 -3.16 31.33 56.23 G2-1 0.06 Shear Check (Weak Axis): Member Section Result Offset vuz Aw Vnz/n Code Unity Name Name Case# ft K in^2 K Ref. Check BMX004 HSS6x6x3/16 18.01 16.00 0.40 1.91 31.51 G2-1 0.01 BmX003 HSS8x8xl/4 19.01 0.00 -2.09 3.40 56.23 G2-1 0.04 Warning: Possible warping stresses were not checked. Maximum torsional moment, T, is 0.65 K-ft. St. Venant shear (fv = T*t/J) is included in the shear checks, warping normal stress is not considered. • • Nextera Energy Resources - Triad Substation Company: Electrical Consultants, Inc. Engineer: Michael Heikens Billing: NEXT-002 visualAnalysis 7.00 Report esult Cases Result Case Name Design Checks ( 1.01)CA GO-95 Long Wind -NA- ( 2.01)CA GO-95 Trans Win -NA- ( 3.01)Dead loads -NA- ( 4.01)E 95 mph Wire load -NA- ( 5.01)CA GO 95 Wire -NA- ( 6.01)Lg. E. 95 mph Wind -NA- ( 7.01)Lg. NESC Light Win -NA- ( 8.01)Seismic Long -NA- ( 9.01)Seismic Trans -NA- (10.01)Seismic Wire Tensi --NA- (11.01)Tr. E 95 mph Wind -NA- (12.01)Tr. NESC Light Win -NA- (13.01)NESC Light Wire Lo -NA- (14.01)CA GO-95 Long Allowable (ASD) (15.01)CA GO-95 Long Sery Defl. 'Other' (16.01)CA GO-95 Trans Allowable (ASD) (17.01)CA GO-95 Trans Ser Defl. 'Other' (18.01)Lg. 95 mph + DL + Defl. 'Other' (19.01)Lg. NESC Light + D Allowable (ASD) (20.01)Lg. NESC Light + D Defl. 'Other' (21.01)Seimisc Comb. Tran Allowable (ASP) (22.01)Seismic Comb Long Allowable (ASD) (23.01)Tr NESC Light + DL Defl. 'Other' (2401)Tr95 mph + DL + Defl. 'Other' W�� Light + D Allowable (ASD) Design Group Results AISC Steel Design Checks: Steel_Column_G03 Designed As: Pipel-1/2XS Specification: AISC ASD (2005) Combined Stresses Check: Member Result Yu Muz Muy Pn/S2Mnz/ i2 Mny/ Q Code Unity Name case* K K-ft K-ft K K-ft K-ft Ref. Check DE1-Sl 14.01 -0.05 0.17 0.00 3.68 0.96 0.96 H1-lb 0.18 DE1-Sl 15.01 -0.03 0.11 C.00 3.88 0.96 0.96 Hl-lb 0.12 DE1-S1 16.01 -0.05 0.00 0.17 3.68 0.96 0.96 HI -lb 0.18 DE1-S1 17.01 -0.03 0.00 0.11 3.88 0.96 0.96 H1-lb 0.12 DE1-S1 18.01 -0.03 0.19 0.00 3.88 0.96 0.96 H1-lb 0.20 DE1-S1 19.01 -0.05 0.54 0.00 3.88 0.96 0.96 H1-lb 0.57 DE1-S1 20.01 -0.03 0.22 0.00 3.88 0.96 0.96 Hl-lb 0.23 DE1-S1 21.01 -0.04 0.00 0.08 3.8B 0.96 0.96 H1-lb 0.09 DE1-Sl 22.01 -0.04 0.08 0.00 3.88 0.96 0.96 HI -lb 0.09 DE1-Sl 23.01 -0.03 0.00 0.11 3.88 0.96 0.96 H1-lb 0.12 DE1-51 24.01 -0.03 0.00 0.19 3.8B 0.96 0.96 H1-lb 0.20 DEl-Sl 25.01. -0.05 0.00 0.28 3.88 0.96 0.96 Hl-lb 0.30 DES-S11 14.01 -0.05 0.17 -0.00 3.8B 0.96 0.96 Hl-lb 0.18 DES-Sll 15.01 -0.03 0.11 0.00 3.88 0.96 0.96 HI -lb 0.12 DES-S11 16.01 -0.05 0.00 0.17 3.88 0.96 0.96 H1-lb 0.18 DES-Sll 17.01 -0.03 0.00 0.11 3.88 0.96 0.96 HI -lb 0.12 DES-S11 18.01 -0.,03 0.19 0.00 3.88 0.96 0.96 H1-lb 0.20 DES-Sll 19.01 -0.05 0.54 0.00 3.88 0.96. 0.96 Hi -lb 0.57 20.01 -0.03 0.22 0.00 3.88 0.96 0.96 HI -lb 0.23 �ES-Sll ES-Sll 21.01 -0.04 0.00 0.08 3.88 0.96 0.96 H1-lb 0.09 yDES-511 22.01 -0.04 0.08 0.00 3.88 0.96 0.96 HI -lb 0.09 DES-51.1 23.01 -0.03 0.00 0.11 3.86 0.96 0.96 H1-1b 0.12 24.01 -0.03 0.00 0.19 3.86 0.96 0.96 H1-1b 0.20 IDES-S11 ES-S1l 25.01 -0.05 0.00 0.28 3.66 0.96 0.96 El -lb 0.30 Flexure Check (Strong Bending): Member Result Offset Muz Lu Cb Mnz10 Code Unity Name Case# ft K-ft ft K-ft Ref. Check DE1-S1 14.01 0.00 0.17 10.00 2.24 0.96 F8-1 0.18 DE1-31 15.01 0.00 0.11 10.00 2.24 0.96 F8-1 0.12 DE1-S1 18.01 0.00 0.19 10.00 2.24 0.96 F8-1 0.20 DE1-S1 19.01 0.00 0.54 10.00 2.24 0.96 FS-1 0.56 DE1-S1 20.01 0.00 0.22 10.00 2.24 0.96 F8-1 0.22 DE1-S1 22.01 0.00 0.08 10.00 3.00 0.96 F8-1 0.09 DES-Sll 14.01 0.00 0.17 10.00 2.24 0.96 FS-1 0.18 DES-S11 15.01 0.00 0.11 10.00 2.24 0.96 FS-1 0.12 DES-S11 18.01 0.00 0.19 10.00 2.24 0.96 F8-1 0.20 DES-Sll 19.01 0.00 0.54 10.00 2.24 0.96 F8-1 0.56 DES-Sll 20.01 0.00 0.22 10.00 2.24 0.96 FS-1 0.22 DES-S11 22.01 0.00 0.08 10.00 3.00 0.96 F8-1 0.09 Axial Check: Member Result Offset Pu KL/r Fcr Pn/n Code Unity Name Case# ft K Ksi K Ref. Check DE1-S1 14.01 0.00 -0.05 196.75 6.48 3.88 E3-3FB 0.01 DEl-S1 15.01 0.00 -0.03 196.75 6.48 3.88 E3-3FB 0.01 DE1-S1 16.01 0.00 -0.05 196.75 6.48 3.88 E3-3FB 0.01 DE1-S1 17.01 0.00' -0.03 196.75 6.48 3.88 E3-3FB 0.01 DE1-Sl 18.01 0.00 -0.03 196.75 6.4B 3.88 E3-3FB 0.01 DE1-S1 19.01 0.00 -0.05 196.75 6.48 3.88 E3-3FB 0.01 DEl-S1 20.01 0.00 -0.03 196.75 6.48 3.88 E3-3FB 0.01 DE1-Sl 21.01 0.00 -0.04 196.75 6.48 3.88 E3-3FB 0.01 �DE1-S1 22.01 0.00 -0.04 196.75 6.48 3.68 E3-3FB 0.01 DE1-S1 23.01 0.00 -0.03 196.75 6.48 3.88 E3-3FB 0.01 DE1-S1 24.01 0.00 -0.03 196.75 6.48 3.88 E3-3FB 0.01 DE1-S1 25.01 0.00 -0.05 196.75 6.48 3.88 E3-3FB 0.01 DES-S11 14.01 0.00 -0.05 196.75 6.48 3.68 E3-3FB 0.01 DES-Sll 15.01 0.00 -0.03 196.75 6.48 3.88 E3-3FB 0.01 DES-S11 16.01 0.00 -0.05 196.75 6.48 3.88 E3-3FB 0.01 DES-S11 17.01 0.00 -0.03 196.75 6.48 3.88 E3-3FB 0.01 DES-S11 18.01 0.00 -0.03 196.75 6.48 3.88 E3-3FB 0.01 DES-Sll 19.01 0.00 -0.05 196.75 6.48 3.88 E3-3FB 0.01 DES-S11 20.01 0.00 -0.03 196.75 6.48 3.88 E3-3FB 0.01 DES-Sll 21.01 0.00 -0.04 196.75 6.48 3.88 E3-3FB 0.01 DES-S11 22.01 0.00 -0.04 196.75 6.48 3.68 E3-3FB 0.01 DES-Sll 23.01 0.00 -0.03 196.75 6.48 3.88 E3-3FB 0.01 DES-311 24.01 0.00 -0.03 196.75 6.48 3.88 E3-3FB 0.01 DES-Sll 25.01 0.00 -0.05 -196.75 6.48 3.8B E3-3FB 0.01 Flexure Check (Weak Bending): Member Result Offset Muy Mny/Q Code Unity Name Case# ft K-ft K-ft Ref. Check DE1-S1 16.01 0.00 0.17 0.96 F8-1 0.18 DEl-S1 17.01 0.00 0.11 0.96 F8-1 0.12 DE1-S1 21.01 0.00 0.08 0.96 F8-1 0.09 DE1-S1 23.01 0.00 0.11 0.96 F8-1 0.12 DEl-Sl 24.01 0.00 0.19 0.96 F8-1 0.20 DE1-Sl 25.01 0.00 0.28 0.96 F8-1 0.29 DES-Sll 16.01 0.00 0.17 0.96 F8-1 0.18 DES-Sll 17.01 0.00 0.11 0.96 F8-1 0.12 DES-S11 21.01 0.00 0.08 0.96 F8-1 0.09 23.01 0.00 0.11 0.96 F8-1 0.12 AWES-Sl1 ES-Sll 24.01 0.00 0.19 0.96 F8-1 0.20 DES-Sl1 25.01 0.00 0.28 0.96 FB-1 0.29 - n Nextera EnergyResourc s Triad Substation Company: Electrical Consultants, Inc. Engineer: Michael Heikens Billing: NEXT-002 VisualAnalysis 7.00 Report 4kodal Reactions [Extreme Rows Only] Y Node Result Case Name FX K FY K FZ K MX K-ft MY K--ft MZ K-ft N5 E 95 mph Wire load -1.028 -1.041 -1.301 -27.961 1.560 12.734 1\15 Lg. 95 mph + DL + Wire -1.030 1.755 -3.112 -53.858 2.232 12.718 N5 Lg. NESC Light + DL + Wir -1.472 2.733 -2.797 -54.421 2.668 18.151 N5 Tr. 95 mph + DL + Wire -2.700 0.719 -1.280 -27.836 1.433 28.391 N5 Tr. E 95 mph Wind -1.504 -0.933 0.018 0.113 -0.114 14.120 N14 Dead loads 0.002 2.203 0.000 0.000 0.000 0.009 N14 Lg. 95 mph + DL + Wire -1.010 3.469 -2.893 -51.180 -3.006 12.678 N14 Seismic Long 0.001 0.456 -0.943 -.15.938 -1.001 -0.022 N14 Tr. 95 mph + DL + Wire -2.698 4.505 -1.321 -28.086 -1.538 28.421 1\714 Tr. NESC Light + DL + Wir -2.219 5.600 -1.935 -41.612 -2.321 25.114 • 0 Nextera Energy Resour�s - Triad Substation • Company: 'Electrical Consultants, Inc. Engineer: Michael Heikens Billing: NEXT-002 VisualAnalysis 7.00 Report ember End Reactions Member Result Case Name Offset ft Fx K Vy K Vz K Mx K-ft My K-ft Mz K-ft BmX003 CA GO 95 Wire 0.00 0.87 -0.62 -1.21 -0.00 1.79 5.53 BMX003 CA GO 95 Wire 16.00 -0.95 -0.84 1.22 -0.00 1.79 -6.18 BmX003 CA GO-95 Lang 0.00 0.65 0.55 -1.89 -0.00 2.72 4.14 BmX003 CA GO--95 Long 16.00 -2.07 -2.75 1.89 -0.00 2.72 -13.44 BmX003 CA GO--95 Long Service Loa 0.00 0.43 0.37 -1.26 -0.00 1.81 2.76 BmX003 CA GO-95 Long Service Loa 16.00 -1.3.8 -1.83 1.26 -0.00 1.91.-8.96 BmX003 CA GO-95 Long Wind Load 0.00 0.00 -0.00 -0.04 -0.00 0.02 0.00 BmXO03 CA GO-95 Long Wind Load 16.00 0.00 -0.00 0.04 -0.0.0 0.02 0.00 BmX003 CA GO-95 Trans 0.00 0.72 0.38 --1.82 -0.00 2.69 5.53 BmX003 CA GO-95 Trans 26.00 -2.14 -2.92 1.82 -0.00 2.69 -14.84 BmX003 CA GO-95 Trans Service Lo 0.00 0.48 0.25 -1.21 -0.00 .1.79 3.69 BmX003 CA GO-95 Trans Service Lo 16.00 -1.43 -1.95 1.22 -0.00 1.79 -9.89 BmX003 CA GO-95 Trans Wind Load 0.00 0.04 -0.12 -0.00 0.00 -0.00 0.93 BmX003 CA 00--95 Trans Wind Load 16.00 -0.04 -0.12 -0.00 0.00 -0.00 -0.93 BmX003 Dead loads 0.00 -0.43 0.99 -0.00 0.00 -0.00 -2.78 BMX003 Dead loads 16.00 -0.43 -0.99 -0.00 0.00 -0.00 -2.7B BmX003 E 95 mph Wire load 0.00 0.9B -0.71 -1.30 -0.00 1.92 6.25 BmX003 E 95 mph Wire load 16.00 -1.06 -0.93 1.30 -0.00 1.92 -6.89 BMX003 Lg. 95 mph + DL•+ Wire 0.00 0.55 0.28 -1.60 0.36 1.69 3.47 BmX003 Lg. 95 mph + DL + Wire 16.00 -1.49 -1.92 1.69 -0.65 2.43 -9.67 BmX003 Lg. E. 95 mph Wind 0.00 0.00 -0.00 -0.27 0.33 -0.21 0.00 BmX003 Lg. E. 95 mph Wind 16.00 0.00 -0.00 0.35 -0.59 0.46 0.00 BmX003 Lg. NESC Light + DL + Wir 0.00 0.41 0.39 -1.23 0.02 1.77 2.58 X003 WmX003 Lg. NESC Light + DL + Wir 0.00 0.74 0.50 -2.09 0.05 2.96 4.68 Lg. NESC Light + DL + Wir 16.00 -2.17 -2.84 2.09 -0.05 2.96 -14.08 BmX003 Lg. NESC Light + DL + Wir 16.00 -1.36 -1.81 1.23 -0.02 1.77 -6.79 BmX003 Lg. NESC Light Wind 0.00 0.00 -0.00 -0.06 0.02 0.04 0.00 BmX003 Lg. NESC Light Wind 16.00 0.00 -0.00 0.06 -0.02 0.04 0.00 BmX003 NESC Light Wire Loads 0.00 0.84 -0.60 -1.17 -0.00 1.73 5.36 BmX003 NESC Light Wire Loads 16.00 -0.92 -0.82 1.17 -0.00 1.73 -6.01 BmX003 Seimisc Comb. Trans 0.00 0.12 0.46 -0.66 -0.00 0.97 2.08 BmX003 Seimisc Comb. Trans 16.00 -1.15 -1.78 0.66 -0.00 0.97 -8.44 BmX003 Seismic Comb Long 0.00 -0.11 0.81 -0.90 -0.06 1.14 -0.74 BmX003 Seismic Comb Long 16.00 -0.87 -1.42 0.93 -0.06 1.43 -5.60 BmX003 Seismic Long 0.00 -0.09 0.19 -0.34 -0.09 0.25 -0.58 BmX003 Seismic Long 16.00 -0.09 -0.18 0.40 -0.09 0.66 -0.55 BmX003 Seismic Trans 0.00 0.25 -0.32 -0.00 0.00 -0.00 3.46 BmX003 Seismic Trans 16.00 -0.49 --0.69 -0.00 0.00 -0.00 -4.60 BmX003 Seismic Wire Tension 0.00 0.38 -0.30 -0.66 -0.00 0.97 2.44 BmX003 Seismic Wire Tension 16.00 -0.38 -0.30 0.66 -0.00 0.97 -2.44 BmX003 Tr NESC Light + DL + Wire 0.00 0.46 0.26 -1.17 -0.00 1.73 3.60 BmX003 Tr NESC Light + DL + Wire 16.00 -1.40 -1.94 1.17 -0.00 1.73 -9.81 BmX003 Tr. 95 mph + DL + Wire 0.00 0.83 --0.43 -1.32 -0.01 2.11 8.94 BmX003 Tr. 95 mph + DL + Wire 16._00-1_.9-1_.90 -263 1.29 -0.01 1.88 -15.17 BMX003 Tr. E 95 mph Wind 0.00 0.26 -0.64 -0.01 -0.01 0.18 4.92 BmX003 Tr. E 95 mph Wind 16.00 -0.36 -0.64 -0.01 -0.01 -0.04 -4.95 BmX003 Tr. NESC Light + DL + Wir 0.00 0.86 0.18 -1.94 -0.00 2.85 7.23 BmX003 Tr. NESC Light + DL + Wir 16.00 -2.29 -3.16 1.94 -0.00 2.85 -16.63 BMX003 Tr. NESC Light Wind 0.00 0.05 -0.13 -0.00 0.00 -0.00 1.02 BmX003 Tr, NESC Light Wind 16.00 -0.05 -0.13 -0.00 0.00 -0.00 -1.02 BmX004 CA GO 95 Wine 0.00 0.05 -0.30 0.00 -0.00 -0.33 2.36 BMX004 CA GO 95 Wire 16.00 0.05 -0.30 0.00 -0.00 -0.33 -2.37 0BmXO04 CA GO-95 Long 0.00 0.73 0.14 -0.06 -0.00 -0.37 1.78 Member Result Case Name Offset Fx Vy Vz Mx My Mz " ft K K K K-ft K-ft K-ft mX004 CA GO-95 Long 16.00 0.73 -1.03 0.06 -0.00 -0.37 -5.32 mX004 CA GO-95 Long Service Loa 0.00 0.48 0.09 -0.04 -0.00 -0.25 1.19 mX004 CA GO-95 Long Service Loa 16.00 0.48 -0.69 0.04 -0.00 -0.25 -3.55 BMX004 CA GO-95 Long Wind Load 0.00 0.00 -0.00 -0.04 -0.00 0.09 0.00 BmXD04 CA GO-95 Long Wind Load 16.00 0.00 -0.00 0.04 -0.00 0.09 0.00 BmX004 CA GO-95 Trans 0.00 0.79 0.06 0.00 -0.00 -0.50 2.41 BmX004 CA 00-95 Trans 16.00 0.66 -1.11 0.00 -0.00 -0.50 -5.95 BmX004 CA GO-95 Trans Service Lo 0.00 0.53 0.04 0.00 -0.00 -0.33 1.61 BmX004 CA GO-95 Trans Service Lo 16.00 0.44 -0.74 0.00 -0.00 -0.33 -3.97 BmX004 CA GO-95 Trans Wind Load 0.00 0.04 -0.05 -0.00 0.00 -0.00 0.42 BmX004 CA GO-95 Trans Wind Load 16.00 -0.04 -0.05 -0.00 0.00 -0.00 -0.42 BmX004 Dead loads 0.00 0.43 0.39 -0.00 0.00 -0.00 -1.18 BmX004 Dead loads 16.00 0.43 -0.39 -0.00 0.00 -0.00 -1.18 BMX004 E 95 mph Wire load 0.00 0.05 -0.33 0.00 -0.00 -0.36 2.65 BMX004 E 95 mph Wire load 16.00 0.05 -0.33 0.00 -0.00 -0.36 -2.66 BmX004 Lg. 95 mph + DL + Wire 0.00 0.48 0.06 -0.40 -0.06 0.55 1.48 BmX004 Lg. 95 mph + DL + Wire 16.00 0.48 -0.72 0.40 -0.06 0.58 -3.84 BmX004 Lg. E. 95 mph Wind 0.00 0.00 -0.00 -0.36 -0.05 0.81 0.00 BmX004 Lg. E. 95 mph Wind 16.00 0.00 -0.00 0.36 -0.05 '0.84 0.00 BMX004 Lg. NESC Light + DL + Wir 0.00 0.48 0.10 -0.05 -0.00 -0.23 1.12 BmXD04 Lg. NESC Light + DL + Wir 0.00 0.73 0.11 -0.12 -0.00 -0.29 2.02 BMX004 Lg. NESC Light + DL + Wir 16.00 0.48 -0.68 0.05 -0.00 -0.23 -3.48 BmX004 Lg. NESC Light + DL + Wir 16.00 0.73 --1.06 0.12 -0.00 -0.29 -5.56 BmX004 Lg. NESC Light Wind 0.00 0.00 -0.00 -0.05 -0.00 0.10 0.00 BmXD04 Lg. NESC Light Wind 16.00 0.00 -0.00 0.05 -0.00 0.10 0.00 BmXD04 NESC Light Wire Loads 0.00 0.05 -0.29 0.00 -0.00 -0.32 2.29 BmX004 NESC Light Wire Loads 16.00 0.05 -0.29 0.00 -0.00 -0.32 -2.30 BMX004 Seimisc Comb. Trans 0.00 0.52 0.14 0.00 -0.00 -0.18 1.01 BmX004 Seimisc Comb. Trans 16.00 0.32 -0.74 0.00 -0.00 -0.18 -3.67 BmXD04 Seismic Comb Long 0.00 0.49 0.30 --0.07 -0.02 -0.04 -0.32 mX004 Seismic Comb Long 16.00 0.49 -0.57 0.12 -0.02 0.06 --2.34 mX004 Seismic Long 0.00 0.09 0.05 -0.10 -0.04 0.20 -0.19 mX004 Seismic Long 16.00 0.09 -0.09 0.17 -0.04 0.35 -0.25 BMX004 Seismic Trans 0.00 0.12 -0.19 -0.00 0.00 -0.00 1.72 BmX004 Seismic Trans 16.00 -0.16 -0.32 -0.00 0.00 -0.00 -2.16 BmX004 Seismic Wire Tension 0.00 -0.00 -0.12 0.00 -0.00 -0.18 0.98 BmXD04 Seismic Wire Tension 16.00 -0.00 -0.12 0.00 -0.00 -0.18 -0.98 BmX004 Tr NESC Light + DL + Wire 0.00 0.53 0.04 0.00 -0.00 -0.32 1.58 BmX004 Tr NESC Light + DL + Wire 16.00 0.44 -0.73 0.00 -0.00 -0.32 -3.94 BmX004 Tr. 95 mph + DL + Wire 0.00 0.75 -0.27 0.04 -0.00 -0.34 4.08 BmX004 Tr. 95 mph + DL + Wire 16.00 0.00 -1.05 0.04 -0.00 -0.34 -6.43 BMX004 Tr. E 95 mph Wind 0.00 0.24 -0.29 0.03 -0.00 0.01 2.34 BmX004 Tr. E 95 mph Wind 16.00 -0.43 -0.29 0.03 -0.00 0.02 -2.34 BMX004 Tr. NESC Light + DL + Wir 0.00 0.85 -0.04 0.00 -0.00 -0.53 3.18 BMX004 Tr. NESC Light + DL + Wir 16.00 0.61 -1.20 0.00 -0.00 -0.53 -6.72 BmX004 Tr. NESC Light Wind 0.00 0.05 -0.06 -0.00 0.00 -0.00 0.46 BmXD04 Tr. NESC Light Wind 16.00 -0.05 -0.06 -0.00 0.00 -0.00 -0.46 Is 0 0 *let of Sheet clie't ELECTRICAL CONSULTANTS, INC. Officer Project J i11 :5L& 0 D By Date ze;, Chk. By Date Rev. & 2 -7 21 of MMML��� Sheet E LECTR I CAL C,' 0 WSU V ANTS, I WC.riffice.�:,s;':r•-.r project r, 'Id 5-6—S-4- �,P- Subject k";— By Date ChIc. By Date Orig. U Rev. 0 4P. /03) r d— I 'IT • AdMkk et of Sheet raint ELECTRICAL CONSULTANTS, INC. Project Subject By Date Chk. BY P�- . ze 4z, s J Date Ori L) Rev. �— Sheet 1 of --=c Client NextEra ELECTRICAL CONSULTANTS, INC. Office Billings Project Palm Springs Area Wind Subject; Switch Stand SS1 Aak Longitudinal Service Load Spreadfootino Foundation y MCH Date January 13 2011 Chk. By Date Original Rev. Bi-Axial Moment Spread_Footing Design Spreadsheet Resultant Outside Kern Client: NextEra Project: Palm Springs Area Wind Use: Switch Stand SS1 Load Case; Longitudinal Service Load i s Moment: M - 53.9 k-ft j Axial: P 1.8 = kips Shear: V = 3.1 kips Column Dimension: e = 26 in Column Dimension: b = 26 in �•• { Footing Dimension: L = 9.00 ft ; Footing Dimension: B = 7.00 ft ) Foundation Depth:. H W 4.00 ft }- Reveal: r = 12 in • Footing Depth: d = 18 in Soil Depth DsolL = 1.50 ft A Pier Height HPIER — 2.50 ft Allowable Bearing Pressures: Qa,iowab,a - 2500 pounds / sq.ft Soil Density: ps Coefficient of Friction: µ = 110 pounds / sq.ft 0.40 I i _ Concrete Density; Rc = 0.15 kips/cu.ft ! j Uplift Angle 0 = 32 degrees —' Tangent of uplift angle: Tan 0 = 0,626 --- t- -- Concrete Volume Required 3.93 Cu. Yds. t Note: Qallowable = QuRlmale / Factor of Safety 1) Stability Check: Pier Weight: WP-(Y12)(�2)HPiEe RC = 1.76 kips Soil Weight: vV = '2s1 ©SOIL 13y si 1000 _ ( l _ Wf =BL(d12)RG 1' ; 2S1 Dsolr�2 L Footing Weight. 14.18 kips Soil Weight: W s2 - _ s - 1000 }}(( i BL-1211492)Dso,r Soil Weight: W = s Y _ 9.62 kips s 1000 s MR =(P+w +w, +WS *W ��y�+Wy L+-••'- = 134.4 kip-ft (about point A) 3 M = M+VH = 66.3 kip-ft (about point A) OT 0.9373 ft St =tan�Dsoa - WT = P + WP } Wf + % + Wsi + WS2 = 29.29 kips Mr/Mot W 2.03 7 1.5 (1.5 min required) 0.54 kips 1.39 kips 2) Allowable Bearing Check: e - MoTIWT = 2,26 ft. z L/6 = 1.50 ft. (Kern Limit) OK! Outside Kern Limit, x = 3(L/2-e) = 6.71 ft. Qmax = 2WT/Bx Longitudinal Qmax = 1247 pounds / sq.ft Maximum Edge Pressure 3) Sliding Stability Check: Vr = (P+Wp+Wf+Ws)*p = 10.94 kips Vsliding = V = 3.10 kips Vr/Vsliding = 3.53 7 1,5 (1.5 min required) Sheet 2 of Client NextEra ELECTRICAL CONSULTANTS, INC. Office Billings Project Palm Springs Area Wind Subject: Switch Stand SS1 Adak Transverse Service Load y MCH Date January 13 2011 Chk. By Date Original Rev. Bi-Axial Moment Spread Footing Desi n Spreadsheet Resultant Outside Kern Client: NextEra Project: Palm Springs Area Wind Use: Switch Stand SS1 Load Case: Transverse Service Load Moment: M = 12.7 k-ft vy=y I W wp w9 Axial: P = 1.8 kips � I 1 1 1 ! Shear: V - 1.0 kips Column Dimension: £ = 26 in Column Dimension: b = 26 in wf Footing Dimension: L - ft Footing Dimension: B = 7.00 .00 ft d �� Foundation Depth: H = 4.00 ft A Reveal: r - 12 in Footing Depth: d - 18 in ` Soil Depth DswL = 1.50 ft Pier Height HPIER = 2.50 ft Allowable Bearing Pressures: Q,11-bia = 2500 pounds / sq.ft Soil Density: y, = 110 pounds / sq.ft e L Coefficient of Friction: µ - 0.40 Concrete Density; Rc - 0.15 kips/cu.ft b 1 -- 1 Uplift Angle 0 = 32 degrees Tangent of uplift angle: Tan 0 = 0.625 Note: 0.11 able = QUHIMate / Factor of Safety 1) Stability Check: Reduce Transverse Dead Load by WA Providing Long. Safety Factor greater than 1.', Pier Weight: WP=��2)�bll Pc - 1.76 kips 1.5 Dead Load Adjustment: WA =� PIER FS (IgJ Wrd/ = 1%�S C)L 2 1 soli -�L�ii2�Rc Footing Weight: 14.18 kips Soil Weight: W I =; Y. 1000 1aL-�i'12��%12� Dsar 12g Dsar 2 B Soil Weight: W =. - y W 9.62 kips s Soil Weight: W = --- Y = s s 1000 sz 1000 / \\11 \I S MR =WA (P-VVP +W� +WS w� +/51 1\WA M =M+VH= s 16.s OT kip-ft (about point A) (( 11 kip-ft (about point A) W7A - WT (WA 1 S1 SOIL =tan+D = 0.9373 ft WT =P+WP f S +W +W +WSi S2 +W = Mr/Mot = 2.08 7 1.5 (1.5 min required) 21 Allowable Bearin Check: 29.13 kips 0260 0.70 kips 1.08 kips 7.58 kips e W MoTIWTA = 2.22 ft. ? L/6 = 1.50 ft. (Kern Limit) OKI Outside Kern Limit. x = 3(B/2-e) = 3.83 ft. Qmax = 2Wta/Bx Qmax = 2WTA/Bx or Qmax = M/S Transverse Qmax = 439 pounds / sq.ft Maximum Edge Pressure Longitudinal Qmax = 1247 pounds / sq.ft Maximum Edge Pressure Total Soil Pressure - Qmax = 1687 pounds / sq.ft Maximum Edge Pressure 3) Sliding Stability Check: Vr = WA(P+Wp+Wf+Ws)`µ = 2.85 kips Vsliding = V = 1.03 kips Vr/Vsliding = 2.76 > 1.5 0.5 min required) E Wet of Sheet Client ELECTRICAL CONSULTANTS, INC, office Project Subject BY i; -- ter: Date Chit. By Date Orig.. ❑ Rev. L3 44-7, r 4.2 Z-1 0 0 Eng rlfh Disfiftc:i0m, Wet of Sheet ELECTRICAL CONSUfTANTS,INC. Client Office A $ Project Subject By i,4g,-4 Date Chk. By Date Orig. 0 Rev. U f AL A91 e • • Nextera Energy Resources -Triad Substation Electrical Consultants, Inc., Michael Heikens NEXT-002 - Riser Structure Jan 14, 2011; t Load Case: Deadad loads IES VisualAnalysis 7.00.0012 • 0 0 - • Nextera Energy Resources Triad Substation Company: Electrical Consultants, Inc. Engineer: Michael Heikens Billing: NEXT-002 - Riser tructure isualAnalysis 7.00 Report Result Cases Result Case Name Design Checks ( 1.01)Dead loads -NA- ( 2.01)Lg. E. 95 mph Wind -NA- ( 3.01)Lg. NESC Light Win -NA- ( 4.01)Seismic Long -NA- ( 5.01)Seismic Trans -NA- ( 6.01)Tr. E 95 mph Wind -NA- ( 7.01)Tr. NESC Light Win -NA- ( 8.01)Lg. 95 mph + DL Allowable (ASD) ( 9.01)Lg. E. 95 mph + DL Defl. 'Other' (10.01)Lg. NESC Light + D Allowable (ASD) (11.01)Seimisc Comb. Tran Allowable (ASD) (12.01)Seismic Comb Long Allowable (ASD) (13.01)Tr. 95 mph + DL Allowable (ASD) (14.01)Tr. E. 95 mph + DL Defl. 'Other' (15.01)Tr. NESC Light + D Allowable (ASD) Design Group Results AISC Steel Design Checks: Steei_Column_G03 Designed As: HSS8x8xl/4 Specification: AISC ASD (2005) trong Deflection Check (Total): Member Result Offset Dy Limit Unity Name Case ID ft in in Check COL003 9.01 20.25 1.69 2.43 0.69 COL004 9.01 20.25 1.70 2.43 0.70 Weak Deflection Check (Total): Member Result Offset Dz Limit Unity Name Case ID ft in in Check COL003 14.01 20.25 0.41 2.43 0.17 COL004 14.01 20.25 0.41 2.43 0.17 Combined Stresses Member Result Name Case# COL003 8.01 COL003 9.01 COL003 10.01 COL003 11.01 COL003 12.01 COL003 13.01 COL003 14.01 COL003 15.01 COL004 8.01 COL004 9.01 COL004 10.01 COL004 11.01 COL004 12.01 CDL004 13.01 COL004 14.01 0 COL004 15.01 Check: Pu Muz Muy Pn/OMnz/ n Mny/ S2 Code Unity K K-ft K--ft K K-ft K-ft Ref. Check -1.38 17.86 -0.01 141.57 44.13 44.13 HI -lb 0.41 -1.20 17.24 -0.01 141.57 44.13 44.13 H1-lb 0.40 -1.61 10.44 -0.02 141.57 44.13 44.13 H1-lb 0.24 -1.04 -0.00 2.74 141.57 44.13 44.13 HI-1b 0.07 -1.41 5.06 -0.01 141.57 44.13 44.13 H1-lb 0.12 0.08 -0.00 9.50 195.57 44.13 44.13 H1-lb 0.22 0.21 -0.00 9.17 195.57 44.13 44.13 HI -lb 0.21 -1.17 -0.00 4.36 141.57 44.13 44.13 H1-lb 0.10 -1.47 18.19 -0.04 141.57 44.13 44.13 H1-1b 0.42 -1.28 17.56 -0.04 141.57 44.13 44.13 H1-lb 0.40 -1.91 10.44 -0.06 141.57 44.13 .44.13 H1-lb 0.24 -1.85 -0.00 2.71 141.57 44.13 44.13 H1-lb 0.07 -1,49 5.15 -0.04 141.57 44.13 44.13 HI-1b 0.12 -2.93 -0.00 9.47 141.57 44.13 44.13 H1-1b 0.22 -2.69 -0.00 9.15 141.57 44.13. 44.13 Hl-lb 0.22 -2.55 -0.00 4.34 141.57 44.13 44.13 HI -lb 0.11 Flexure Check (Strong Bending): Member Result Offset Muz Lu Cb Mnz/f2 Code Unity Name Case# ft K-ft ft K-ft Ref. Check COL003 8.01 0.00 17.86 20.25 2.01 44.13 F7-2 0.40 COL003 9.01 0.00 17.24 20.25 2.01 44.13 F7-2 0.39 COL003 10.01 0.00 10.44 20.25 1.85 44.13 F7-2 0.24 COL003 12.01 0.00 5.06 20.25 2.08 44.13 F7-2 0.11 COLD04 8.01 0.00 18.19 20.25 2.03 44.13 F7-2 0.41 COL004 9.01 0.00 17.56 20.25 2.03 44.13 F7-2 0.40 COL004 10.01 0.00 10.44 20.25 1.85 44.13 F7-2 0.24 COL004 12.01 0.00 5.15 20.25 2.11 44.13 F7-2 0.12 Axial Check: Member Result Offset Pu KL/r Fcr Pn/f2 Code Unity Name Case# ft K Ksi K Ref. Check COLD03 8.01 0.00 -1.38 69.31 33.30 141.57 E3-2FB 0.01 COL003 9.01 0.00 -1.20 69.31 33.30 141.57 E3-2FB 0.01 COL003 10.01 0.00 -1.81 69.31 33.30 141.57 E3-2FB 0.01 COL003 11.01 0.00 -1.04 69.31 33.30 141.57 E3-2FB 0.01 C0L003 12.01 0.00 -1.41 69.31 33.30 141.57 E3-2FB 0.01 COL003 15.01 0.00 -1.17 69.31 33.30 141.57 E3-2FB 0.01 COL004 8.01 0.00 -1.47 69.31 33.30 141.57 E3-2FB 0.01 COL004 9.01 0.00 -1.28 69.31 33.30 141.57 E3-2FB 0.01 COL004 10.01 0.00 -1.91 69.31 33.30 141.57 E3-2FB 0.01 COL004 11.01 0.00 -1.85 69.31 33.30 141.57 E3-2FB 0.01 COLD04 12.01 0.00 -1.49 69.31 33.30 141.57 E3-2FB 0.01 COL004 13.01 0.00 -2.93 69.31 33.30 141.57 E3-2FB 0.02 COL004 14.01 0.00 -2.69 69.31 33.30 141.57 E3-2FB 0.02 COLD04 15.01 0.00 -2.55 69.31 33.30 141.57 E3-2FB 0.02 Flexure Check (Weak Bending): Member Result Offset Muy Mny/S2 Code Unity Name Case# ft K-ft K-ft Ref. Check COL003 8.01 20.25 0.66 44.13 F7-2 0.02 COL003 9.01 20.25 0.58 44.13 F7--2 0.01 COL003 10.01 20.25 0.86 44.13 F7-2 0.02 COLD03 11.01 0.00 2.74 44.13 F7-2 0.06 COL003 12.01 20.25 0.72 44.13 F7-2 0.02 COL003 13.01 0.00 9.50 44.13 F7-2 0.22 COL003 14.01 0.00 9.17 44.13 F7-2 0.21 COL003 15.01 0.00 4.38 44.13 F7-2 0.10 COLD04 8.01 20.25 -0.60 44.13 F7-2 0.01 COL004 9.01 20.25 -0.52 44.13 F7-2 0.01 COL004 10.01 20.25 -0.78 44.13 F7-2 0.02 COL004 11.01 0.00 2.71 44.13 F7-2 0.06 COL004 12.01 20.25 -0.66 44.13 F7-2 0.01 COL004 13.01 0.00 9.47 44.13 F7-2 0.21 COL004 14.01 0.00 9.15 44.13 F7-2 0.21 COL004 15.01 0.00 4.34 44.13 F7-2 0.10 Shear Check (Strong Axis): Member Result Offset Vuy -h/tw Vny/f2 Code Unity Name Case# ft K K Ref. Check COL003 8.01 0.00 -1.34 31.33 56.23 G2-1 0.02 COL003 9.01 0.00 -1.29 31.33 56.23 G2-1 0.02 COL003 10.01 0.00 -0.73 31.33 56.23 G2-1 0.01 COL003 12.01 0.00 -0.37 31.33 56.23 G2-1 0.01 COL004 8.01 0.00 -1.38 31.33 56.23 G2-1 0.02 COL004 9.01 0,00 -1.33 31.33 56.23 G2-1 0.02 COL004 10.01 0.00 -0.73 31.33 56.23 G2-1 0.01 COL004 12.01 0.00 -0.38 31.33 56.23 G2-1 0.01 hear Check (weak Axis): Member Result Offset Vuz Aw Vnz/S2 Code Unity Name Case# ft K in^2 K Ref. Check - • ' COL003 11.01 0.00 -0.40 3.40 56.23 G2-1 0.01 COL003 13.01 0.00 -1.41 3.40 56.23 G2-1 0.03 14.01 0.00 -1.36 3.40 56.23 G2-1 0.02 �COL003 COL003 15.01 0.00 -0.68 3.40 56.23 G2-1 0.01 COL004 11.01 4.04 -0.38 3.40 56.23 G2-1 0.01 COL004 13.01 0.00 -1.37 3.40 56.23 G2-1 0.02 COL004 14.01 0.00 -1.32 3.40 56.23 G2-1 0.02 COL004 15.01 0.00 -0.62 3.40 56.23 G2-1 0.01 Warning! Possible warping stresses were not checked. Maximum torsional moment, T, is 0.39 K-ft. St. Venant shear (fv = T*t/J) is included in the shear checks, warping normal stress is not considered. 0 0 Nextera Energy Resources -Triad Substation Company: Electrical Consultants, Inc. Engineer: Michael kleikens Billing: NEXT-002 - Riser �tructure isualAnalysis 7.00 Report Result Cases Result Case Name Design Checks ( 1.01)Dead loads -NA- ( 2.01)Lg. E. 95 mph Wind -NA- ( 3.01)Lg. NESC Light Win -NA- ( 4.01)Seismic Long -NA- ( 5.01)Seismic Trans -NA- ( 6.01)Tr. E 95 mph Wind -NA- ( 7.01)Tr. NESC Light Win -NA- ( 8.01)Lg. 95 mph + DL Allowable (ASD) ( 9.01)Lg. E. 95 mph + DL Defl. 'Other' (10.01)Lg. NESC Light + D Allowable (ASD) (11.01)Seimisc Comb. Tran Allowable (ASD) (12.01)Seismic Comb Long Allowable (ASD) (13.01)Tr. 95 mph + DL Allowable (ASD) (14.01)Tr. E. 95 mph + DL Defl. 'Other' (15.01)Tr. NESC Light + D Allowable (ASD) Design Group Results AISC Steel Design Checks: Steel_Column_G04 Designed As: Pipe2-1/2STD Specification: AISC ASD (2005) ombined Stresses Check: Member Result Pu Muz Muy Pn/f2mnz/ Q Mny/ 0 Code Unity Name Case# K K-ft K-ft K K-ft K-ft Ref. Check DE1-S1 8.01 -0.06 0.28 0.00 15.46 2.39 2.39 H1-lb 0.12 DE1-S1 9.01 -0.05 0.27 0.00 15.46 2.39 2.39 H1-lb 0.12 DE1-S1 10.01 -0.08 0.51 0.00 15.46 2.39 2.39 H1-1b 0.22 DE1-Sl 11.01 -0.06 -0.00 0.08 15.46 2.39 2.39 HI -lb 0.04 DE1-S1 12.01 -0.06 0.08 0.00 15.46 2.39 2.39 H1-lb 0.04 DEI-Sl 13.01 -0.06 -0.00 0.28 15.46 2.39 2.39 HI-1b 0.12 DE1-S1 14.01 -0.05 -0.00 0.27 15.46 2.39 2.39 HI -lb 0.12 DE1-S1 15.01 -0.08 -0.00 0.27 15.46 2.39 2.39 HI-1b 0.11 DES-Sll 8.01 -0.06 0.28 0.00 15.46 2.39 2.39 H1-lb 0.12 DES-S11 9.01 -0.05 0.27 0.00 15.46 2.39 2.39 HI-1b 0.12 DES-Sll 10.01 -0.08 0.51 0.00 15.46 2.39 2.39 H1-lb 0.22 DES-S1l 11.01 -0.06 -0.00 0.08 15.46 2.39 2.39 HI -lb 0.04 DES-Sll 12.01 -0.06 0.08 0.00 15.46 2.39 2.39 H1-lb 0.04 DES-Sll 13.01 -0.06 -0.00 0.28 15.46 2.39 2.39 HI-1b 0.12 DES-Sll 14.01 -0.05 -0.00 0.27 15.46 2.39 2.39 H1-lb 0.12 DES-S11 15.01 -0.08 -0.00 0.27 15.46 2.39 2.39 H1-1b 0.11 Flexure Check (Strong Bending): Member Result Offset Muz Lu Cb Mnz/S2 Code Unity Name Case# ft K-ft ft K-ft Ref. Check DEl-S1 8.01 0.00 0.28 9.75 2.24 2.39 F8-1 0.12 DE1-Sl 9.01 0.00 0.27 9.75 2.24 2.39 F8-1 0.11 DE1-S1 10.01 0.00 0.51 9.75 2.24 2.39 F8-1 0.21 DE1-S1 12.01 0.00 0.08 9.75 2.97 2.39 F8-1 0.04 DES-Sll 8.01 0.00 0.28 9.75 2.24 2.39 F8-1 0.12 DES-S11 9.01 0.00 0.27 9.75 2.24 2.39 F8--1 0.11 DES-Sil 10.01 0.00 0.51 9.75 2.24 2.39. F8-1 0.21 *ES-S11 12.01 0.00 0.08 9.75 2.97 2.39 F8-1 0.D4 Axial Check: Member Result Offset Pu KL/r Name 0 Case# ft K DE1-Sl 10.01 0.00 -0.08 122.52 DE1-S1 15.01 0.00 -0.08 122.52 DES-S11 10.01 0.00 -0.08 122.52 DES-S11 15.01 0.00 -0.08 122.52 Flexure Check (Weak Bending): Member Result Offset Muy Mny/f2 Name Case# ft K-ft K-ft DE1-S1 11.01 0.00 0.08 2.39 DE1-S1 13.01 0.00 0.26 2.39 DE1-S1 14.01 0.00 0.27 2.39 DE1-S1 15.01 0.00 0.27 2.39 DES-S11 11.01 0.00 0.08 2.39 DES-911 13.01 0.00 0.28 2.39 DES-Sll 14.01 0.00 0.27 2.39 DES-S11 15.01 0.00 0.27 2.39 • 0 Fcr Pn/S2 Code Unity Ksi K Ref. Check 16.23 15.46 E3-2FB 0.01 16.23 15.46 E3-2FB 0.01 16.23 15.46 E3-2FB 0.01 16.23 25.46 E3-2FB 0.01 Code Ref. F8-1 F8-1 F8-1 FS-1 FS-1 F8--1 F8-1 F8-1 Unity Check 0.04 0.12 0.11 0.11 0.04 0.12 0.11 0.11 0 Nextera Energy Resources -Triad Substation Company: Electrical Consultants, Inc. Engineer: Michael Heikens tructure isualAnalysis 7.00 Report Result Cases Result Case Name Design Checks ( 1.01)Dead loads -NA- ( 2.01)Lg. E. 95 mph Wind -NA- ( 3.01)Lg. NESC Light Win -NA- ( 4.01)Seismic Long -NA- ( 5.01)Seismic Trans -NA- ( 6.01)Tr. E 95 mph Wind -NA- ( 7.01)Tr. NESC Light Win -NA- ( 8.01)Lg. 95 mph + DL Allowable (ASD) ( 9.01)Lg. E. 95 mph + DL Defl. 'Other' (10.01)Lg. NESC Light + D Allowable (ASD) (11.01)Seimisc Comb. Tran Allowable (ASD) (12.01)Seismic Comb Long Allowable (ASD) (13.01)Tr. 95 mph + DL Allowable (ASD) (14.01)Tr. E. 95 mph + DL Defl. 'Other' (15.01)Tr. NESC Light + D Allowable (ASD) • Billing: NEXT-002 - Riser Design Group Results AISC Steel Design Checks: Steel Beam X_G02 Each member in the group is checked according to it's as -modelled shape. Specification: RISC ASD (2005) Combined Stresses Check: Member Section Result Pu Muz Muy Pn/QMnz/ Q Mny/ Q Code Unity Name Name Case# K K-ft K-ft K K-ft K--ft Ref. Check BmX004 HSs6x6x3/16 13.01 -0.20 -4.86 -0.00 81.85 18.49 18.49 HI -lb 0.26 BmX005 HSS8x8xl/4 13.01 -0.51 -5.20 -0.00 165.92 44.13 44.13 Hl-lb 0.12 Flexure Check (Strong Bending): Member Section Result Offset Muz Lu Cb Mnz/Q Code Unity Name Name case* ft K-ft ft K-ft Ref. Check BmX004 HSS6x6x3/16 13.01 13.00 -4.86 13.00 2.42 18.49 F7-2 0.26 BmX005 HSS8x8xl/4 13.01 13.00 -5.20 13.00 2.23 44.13 F7-2 0.12 Flexure Check (Weak Bending): Member Section Result Offset Muy Mny/Q Code Unity Name Name Case# ft K-ft K-ft Ref. Check BmX004 HSS6x6x3/16 8.01 7.00 -0.73 18.49 F7-2 0.04 BmX005 HSSBxBxl/4 8.01 6.50 -1.36 44.13 F7-2 0.03 Shear Check (Strong Axis): Member Section Result Offset Vuy -h/tw Vny/O Code Unity Name Name Case# ft K K Ref. Check BmX004 HSS6x6x3/16 13.01 13.00 -1.02 31.48 31.51 G2-1 0.03 BmX005 HSSBx8xl/4 13.01 13.00 -1.16 31.33 56.23 G2-1 0.02 Shear Check (Weak Axis): Member Section Result Offset Vuz Aw Vnz/f2 Code Unity Name Name Case# ft K in^2 K Ref. Check BmX004 HSS6x6x3/16 ` 8.01 13.00 0.35 1.91 31.51 G2-1 0.01 BmX005 HSS8xBxl/4 8.01 0.00 -0.39 3.40 56.23 G2--1 0.01 Darning: Possible warping stresses were not checked. Maximum torsional moment, T, is 0.54 K-ft. St. Venant shear (fv = T*t/J) is included in the shear checks, warping normal stress is not considered. 0 • • Nextera Energy Resources -Triad Substation Company: Electrical Consultants, inc. Engineer: Michael Heikens Billing: NEXT-002 - Riser -Structure �•isualAnalysis 7.00 Report Result Cases Result Case Name Design Checks ( 1.01)Dead loads -NA- ( 2.01)Lg. E. 95 mph Wind -NA- ( 3.01)Lg. NESC Light Win -NA- ( 4.01)Seismic Long -NA- ( 5.01)Seismic Trans -NA- ( 6.01)Tr. E 95 mph Wind -NA- ( 7.01)Tr. NESC Light Win -NA- ( 8.01)Lg. 95 mph + DL Allowable (ASD) ( 9.01)Lg. E. 95 mph + DL Defl. 'Other' (10.01)Lg. NESC Light + D Allowable (ASD) (11.01)Seimisc Comb. Tran Allowable (ASP) (12.01)Seismic Comb Long Allowable (ASD) (13.01)Tr. 95 mph + DL Allowable (ASD) (14.01)Tr. E. 95 mph + DL Defl. 'Other' (15.01)Tr. NESC Light + D Allowable (ASD) Design Group Results AISC Steel Design Checks: Steel _Beam X G02 Each member in the group is checked according to it's as -modelled shape. Specification: AISC ASD (2005) --Combined Stresses Check: c Member Section Result Pu Muz Muy Pn/S2Mnz/ f2 Mny! f2 Code Unity Name Name Case# K K-ft K-ft K K-ft K-ft Ref. Check BmX004 HSS6x6x3/16 13.01 -0.20 -4.86 -0.00 81.85 18.49 18.49 HI -lb 0.26 BITX005 HSSBxBxl/4 13.01 -0.51 -5.20 -0.00 165.92 44.13 44.13 HI -lb 0.12 Flexure Check (Strong Bending): Member Section Result Offset Muz Lu Cb Mnz/f2 Code Unity Name Name Case# ft K-ft £t K-ft Ref. Check 3mX004 HSS6x6x3/16 13.01 13.00 -4.86 13.00 2.42 18.49 F7-2 0.26 BmX005 HSS8x8xl/4 13.01 13.00 -5.20 13.00 2.23 44.13 F7-2 0.12 Flexure Check (Weak Bending): Member Section Result Offset Muy Mny/0 Code Unity Name Name Case# ft K-ft K-ft Ref. Check BmX004 HSS6x6x3/16 8.01 7.00 -0.73 18.49 F7-2 0.04 BmX005 HSS8x8xl/4 8.01 6.50 -1.36 44.13 F7-2 0.03 Shear Check (Strong Axis): Member Section Result Offset Vuy -h/tw Vny/S2 Code Unity Name Name Case# ft K K Ref. Check BmX004 HSS6x6x3/16 13.01 13.00 -1.02 31.48 31.51 G2-1 0.03 BmX005 H558x8xl/4 13.01 13.00 -1.16 31.33 56.23 G2-1 0.02 Shear Check (Weak Axis): Member Section Result Offset Vuz Aw Vnz/f2 Code Unity Name Name Casp# ft K in^2 K Ref. Check BmX004 HSS6x6x3/16 8.01 13.00 0.35 1.91 31.51 G2-1 0.01 BmX005 H558x8xl/4 8.01 0.00 -0.39 3.40 56.23 G2-1 0.01 Warning: Possible warping stresses were not checked. 0 0 A -9-49h et of Sheet owl - ELECTRICAL CONSULTANTS, INC. Client Office Project zu/ Subject By j) ^ Date CU, By Date. Ofig. ZI Rev. D a S ern -f A` F-4 A. �" A Wt of She -at Client:- ELECTRICAL CONSULTANTS, INC. Office Prt""k;-f Project Subject U By , A•-,Z Date Chk. By Date (Dri a. U Rev. IL .1 Y Sheet 1 of Client NextERA v ELECTRICAL CONSULTANTS, INC. Office Billings Project Triad Substation Subject: Riser Stand RS1 y MCH Date January 1-14-11 Chk, By Date Original Rev. Spread Footing Design Spreadsheet Resultant Outside Kern client: NextEra Project: Triad Substation Use: Riser Stand RS1 Load case: Service Loads Moment: M - 18.3 k-ft Axial: P = 1.5 kips Shear: V = 1.4 kips Column Dimension: t = 24 in Column Dimension: b = 24 in Footing Dimension: L = 5.00 ft Footing Dimension: S = 5.00 ft Foundation Depth: H = 4.00 ft Reveal: r = 12 in Footing Depth: d = 12 in Soil Depth DSCAL = 2.00 ft Pier Height HPiER 3.00 ft Allowable Bearing Presstares: Qabowabea _ 3200 pounds / sq.ft Soil Density: ys - 110 pounds / sq.ft Coefficient of Friction: µ = 0.40 Concrete Density; Rc = 0.15 kips/cu.ft Uplift Angle 0 = 32 degrees Tangent of uplift angle: Tan 0 = 0,625 Note: Qaleowabta = Quglmate / Factor of Safety 1) Stability Check: Pier Weight: %=1y21(�2)HPeeR Rc - 1.80 kips d Footing Weight: W = BL 2 Rc = 3.75 kips BL-//e, ((b; p Soil Weight: W =� l:'12�1�'12� sva r 4.62 kips s , ,,.,,, s F' M v 1 Ws11 4Vs Wp W, 1 � I I H �I I ,I wf I d A 7 1 b B L 1;'g I) e Soil Weight: W ,2 ' SOIL Yg _ 0.69 kips s' 1000 Soil Weight: W = ?2S ' D soa 2 Lry 1.37 kips 62 1000 s S MR = (P+ W + W, + Ws + Wsz WS �L+--� 1= 36.3 kip-ft (about point A) 3 J MOT =M+VH= 23.9 kip-ft (about point A) St = tan ODSOIL 12497 ft W r P + WP + W + W + Wsi + W5z = 13.73 kips Mr/Mot W 1.52 > 1.5 (1.5 min required) 2) Allowable Bearing Check: e = IVtoT/WT = 1.74 ft. a L/6 = 0.83 ft. (Kern Limit) x = 3(L/2-e) = 2.28 ft. Qmax - 2WT/Bx Qmax = 2411 pounds / sq.ft Maximum Edge Pressure 3) Sliding Stability Check: Vr = (P+Wp+Wf+Ws)"p = 4.67 kips Vsliding = V - 1.40 kips Vr/VSliding = 3.33 ] 1.5 (1.5 min required) ms"ne- A 'Eno ECLWNR ELECTRICAL CONSULTANTS, INC, Office PFSect Subject Chk. By .7 — Date G«x� 2V\� z7/ � »� \\= wf�` iy ~_� ^ �� /� � � - ------- - -- -.4 U • • Maximum torsional moment, T, is 0.54 K-ft. St. Venant shear (fv = T*t/J) is included in the shear checks, warping normal stress is not considered. • • Nextera Energy Resources -Triad Substation Electrical Consultants, Inc. Engineer: Michael Heikens Billing: NEXT-002 - Riser company: tructure isualAnalysis 7.00 Report Nodal Reactions Node Result Case Name FX FY FZ K MX K-ft MY K-ft MZ K-ft K K -0.018 1.204 0.000 0.000 0.000 -0.011 N5 Dead loads -0.021 1.3B4 -1.340 -17.862 0.390 -0.013 N5 N5 Lg. 95 mph + DL Lg. E. 95 mph + DL Servic -0.018 1.204 -1.294 -17.240 0.376 -0.011 0.000 N5 Lg. E. 95 mph Wind 0.000 0.000 1.605 -1.165 -0.730 -15.532 -10.437 0.339 0.106 -0.017 N5 Lg. NESC Light + DL -0.027 0.000 0.000 0.292 -4.000 0.000 0.000 N5 Lg. NESC Light Wind -0.398 1.044 0.000 0.100 N5 Seimisc Comb. Trans -0.021 1.406 -0.373 5.063 -5.D63 0.151 0.015 -0.001 N5 Seismic Comb Long -0.004 0.289 -0.532 -7.233 0.151 -0.001 N5 Seismic Long -0.543 -0.228 0.000 0'.000 0.000 3.937 NS Seismic Trans -1.407 -0.080 0.000 0.000 0.000 9.502 N5 Tr. 95 mph + DL E 95 mph wind -1.205 -1.273 0.000 0.000 0.000 8.273 N5 N5 Tr. Tr. E. 95 mph + DL (Servi -1.356 -0.210 0.000 0.000 0.000 0.000 .382 4. 2 N5 Tr. NESC Light + DL -0.676 -0.260 1.173 -0.253 0.000 0.000 0.000 0.000 0.000 1.759 N5 Tr. NESC Light Wind 0.018 1.276 0.000 0.000 0.000 -0.038 N14 Dead loads 0.021 1.467 -1.380 -18.190 -0.332 -0.044 N14 Lg. 95 mph + DL Lg. E. 95 mph + DL Servic 0.018 1.276 --1.332 -17.558 -0.320 -0.038 N14 Lg. E. 95 mph Wind 0.000 0.000 -1.200 -15.818 -0.288 0.000 N14 N14 Lg. NESC Light + DL 0.027 1.914 -0.730 -10.437 -0.106 -0.057 0.000 N14 Lg. NESC Light Wind 0.000 0.000 -0.292 0.000 -4.115 0.000 -0.042 0.000 2.714 N14 Seimisc Comb. Trans -0.358 0.021 1.848 1.486 -0.383 -5.153 --0.090 -0.043 014 Seismic Comb Long 0.004 0.300 -0.548 -7.361 -0.129 -0.006 14 Seismic Long -0.537 0.817 0.000 0.000 0.000 3.931. N14 Seismic Trans -1.368 2.932 0.000 0.000 0.000 9.472 N14 Tr. 95 mph + DL E 95 mph Wind -1.207 1.273 0.000 0.000 0.000 8.275 N14 N14 Tr. Tr. E. 95 mph + DL (Servi -1.322 2.689 0.000 0.000 0.000 0.000 9.147 4,341 N14 Tr. NESC Light + DL --0.622 -0.260 2.546 0.253 0.000 0.000 0.000 0.000 0.000 .759 N14 Tx. NESC Light Wind • .Ing) tip. nlarnuien- _ of Sheet ELECTRICAL CONSULTANTS, INC. Office/�---/ project Z�4A44 Subject BY Date 0 CU. By Date Oric, 0 Rev. D 10 0 Wet of Sheet Client ELECTRICAL CONSULTANTS, INC. Office projtct Subject By. Date Chk- By Date Orig. J Rev. D s -0 0 0 A -'En with Lljvj'cfjo' ohep-t of Sheet i ent ELECTRICAL CONSULTANTS, INC, OfficeProject_ - Subject Rv Date Chk. By ........... Date q r, Oric. 0 Rn. U • 0 CONSTRUCTION TECHNICAL SPECIFICATION For N[":.d i era ENERQ ''N"��� RcSOR ROES Palm Springs Area Re -Power Switchyard Upgrades Triad Substation Prepared by: Electrical Consultants, Inc. 3521 Gabel Road Billings, MT 59102 January 2011 MAR 2 ' 201, CITY OF PALM Id jo, Nexteza En argyResou-i"',Rlm SpzingsArea Re -Power. Switclz_yaz•d U ades EC I,; SCOPE OF WORK Palm Springs Area Re -Power Switchyard Upgrades REVISION SUMMARY Rev. No. Date Subject A 5/07/10 "Preliminary" 0 11/19/10 "Issued for Construction" 0 12/17/10 "Re -Issued for Construction" 0..-Tlorida Power &: LiUhtTalm Springs Win d\Specifications\Construct.i on Spec\Triad Constructirnl Spec Ldoc NHxtezu Ener j Resouzcey alm Spzings.9rea Re Powez; Sw-itc&v,7rd [ \ ECl/ NEXTERA ENERGY RESOURCES PALM SPRINGS AREA RE -POWER, SWITCHYARD UPGRADES CONSTRUCTION SPECIFICATIONS TECHNICAL SPECIFICATION INDEX Page SECTION 1.0 — GENERAL CONDITIONS 1.1 WORK UNDER THIS CONTRACT .............................................. GS1-1 1.1.1 Project Description and Site Location .................................. GS1-1 1.1.2 Work Included Under these Specifications .......................... GS1-1 1.2 DEFINITION OF TERMS............................................................... GS1-1 1.2.1 "Owner"............................................................................... GS1-1 1.2.2 "Engineer "........................................................................... GS 1-2 1.2.3 "Seller"................................................................................ GS1-2 1.2.4 "Contractor"........................................................................ GS 1-2 1.2.5 "Construction Coordinator" ................................................ GS 1-2 1.2.6 "Project".............................................................................. GS1-2 1.2.7 "Substation"......................................................................... GS 1-2 1.2.8 "Contract Drawings............................................................. GS 1-2 1.2.9 "Jobsite ".............................................................................. GS 1-3 1.2.10 "Specifications"...................................................... .......... ..GS1-3 1.3 WORK SCHEDULE, MEETINGS AND REPORTS ................... GS 1-3 1.3.1 Pre Bid Meeting................................................................... GS 1-3 1.3.2 Pre -Construction Meeting ..................................................... GS 1-3 1.3.3 Construction Schedule.......................................................... GS 1-3 1.3.4 Progress Meetings................................................................. GS 1-4 1.3.5 Progress Reports................................................................... GS 1-4 1.3.6 Completion Period................................................................ GS 1-4 1.3.7 Completion of Work............................................................. GS 1-4 1.4 OWNER -FURNISHED MATERIALS ............................................ GS 1-4 1.4.1 General.................................................................................. GS 1-4 1.4.2 Estimated Delivery Dates ..................................................... GS 1-4 1.4.3 Protection of Materials......................................................... GS 1-5 1.4.4 Loss or Damage of Owner -Furnished Materials ................... GS 1-5 1.5 CONTRACTOR -FURNISHED MATERIALS ................................ GS1-5 1.5.1 General.................................................................................. GS 1-5 1.5.2 Substitution of Materials...................................................... GS1-5 1.5.3 Drawings to be Furnished by the Contractor ....................... GS 1-6 1.6 SUBMITTALS.................................................................................. GS1-7 1.6.1 Drawing Submittals.............................................................. GS 1-7 1.6.2 Final Drawings and Instruction Manuals .............................. GS 1-8 1.6.3 Inspections and Tests............................................................ GS 1-8 0 Tlorida Po-wer & Light\Palm Springs Wind`NSpecificltions\Construction Spec\Triad Construction Specl.doc Nextei-aEnexgyResource4-81m Sonng.gArea Re -Power; Switchjvard Lodes \EClz INDEX PAGE (cont.) 1.7 SPECIFICATIONS AND STANDARDS ....................................... GS 1-9 1.8 LOCAL CONDITIONS................................................................... GS 1-9 1.8.1 Site Inspection.........................................................................GS1-9 1.8.2 Access and Rights -of -Way ...................................................... GS 1-9 1.8.3 Existing Roads........................................................................ GS 1-9 1.8.4 Use of Land for Construction Purposes .................................. GS 1-9 1.8.5 Construction Telephone.......................................................... GS 1-9 1.8.6 Construction Power............................................................... GS 1-10 1.8.7 Water for Construction Purposes .......................................... GS1-10 1.8.8 Construction Office............................................................... GS 1-10 1.8.9 Sanitary Facilities.................................................................. GS 1-10 1.9 SAFETY REQUIREMENTS......................................................... GS 1-10 1.9.1 Accident Prevention.............................................................. GS 1-10 1.9.2 General.................................................................................. GS 1-10 1.9.3 OSHA Regulations................................................................ GS1-10 1.9.4 Indemnity.............................................................................. GS 1-11 1.9.5 Personal Protective Equipment ............................................. GS1-11 1.9.6 Safety Meetings..................................................................... GS1-11 1.9.6 Procedures for Electrical Work ............................................. GS 1-11 1.10 WORK NEAR ENERGIZED FACILITIES ................................ GS 1-11 1.10.1 "Hot" Work........................................................................... GS 1-11 1.10.2 Authorization........................................................................ GS1-11 1.10.3 Work Precautions.................................................................. GS1-11 1.10.4 Energized Facilities............................................................... GS1-11 1.11 EROSION CONTROL................................................................... GS 1-12 1.11.1 General................................................................................ GS I -12 1.11.2 Objective.............................................................................GS1-12 1.11.3 Construction Sequencing....................................................GSI-13 1.11.4 Wetlands.............................................................................GS1-13 1.11.5 Sediment and Erosion Control ............................................ GS 1-14 1.11.6 Retention and Spreader Basin ............................................. GS 14 5 1.11.7 Vegetation...........................................................................GS1-15 1.11.8 Restoration... ... ................................................................... GS I -15 1.11.9 Compliance Monitoring......................................................GS1-16 1.11.10 Waste Material .................................................................... GS 1-16 1.12 PERMITS....................................................................................... GS 1-17 1.12.1 General................................................................................ GS I -17 1.13 SITE INSPECTION ....................................................................... GS 1-17 1.13.1 General................................................................................ GS 1-17 1.14 CONTRACTOR'S PERSONNEL.................................................GS1-17 1.14.1 General................................................................................ GS 1-17 11 O:\Florida PoNver & Light\Palm Springs Wind\Specifications\Construction SpecUriad Construction Specl.doc ' Ne reza Energy I�esource,01m SyiingsAi a Be-Pouver, Switchfard E 0,des \ ECT/ INDEX SECTION 2.0 — SITE WORK PAGE (coot.) 2.1 SCOPE............................................................................................... GS2-1 2.1.1 General Specifications for Excavation & Compaction........... GS2-1 2.1.2 Excavation for Foundations.................................................... GS2-1 2.1.3 Excavation for Drilled Pier Foundations ................................ GS2-1 2.1.4 Disposal of Excavated Materials ............................................ GS2-1 2.1.5 Backfill.................................................................................... GS2-1 2.1.6 Site Grading............................................................................ GS24 2.1.7 Surfacing................................................................................. GS24 2.1.8 Geotechnical Engineering Evaluation ..................................... GS24 2.1.9 Site Survey.............................................................................. GS24 2.1.10 Seeding................................................................................... GS2-2 2.1.11 Riprap Construction................................................................ GS2-2 2.1.12 Soil Sterilant/Pre-Emergent.................................................... GS2-2 2.1.13 Dust Palliative......................................................................... GS2-2 2.2 GENERAL SPECIFICATIONS FOR EXCAVATION AND COMPACTION...................................................................... GS2-2 2.2.1 General.................................................................................... GS2-2 2.2.2 Over-Excavation..................................................................... GS2-2 2.2.3 Compacting Cohesionless Materials ....................................... GS2-2 2.2.4 Compacting Cohesive Materials ............................................. GS2-2 2.3 EXCAVATION FOR FOUNDATIONS ......................................... GS2-3 2.3.1 General.................................................................................... GS2-3 2.3.2 Requirements for Excavation .................................................. GS2-4 2.3.3 Cost............:.....................................................................I...... GS2-4 2.4 EXCAVATION FOR DRILLED PIER FOUNDATIONS 2.4.1 General.................................................................................... GS2-4 2.4.2 Requirements for Excavation .................................................. GS2-4 2.4.3 Cost......................................................................................... GS2-6 2.5 DISPOSAL OF EXCAVATED MATERIALS .............................. GS2-6 2.5.1 General.................................................................................... GS2-6 2.6 BACKFILL........................................................................................ GS2-6 2.6.1 General.................................................................................... GS2-6 2.6.2 Placing and Compacting Backfill........................................... GS2-6 2.6.3 Cost......................................................................................... GS2-6 2.7 SITE GRADING............................................................................... GS2-7 2.7.1 General.................................................................................... GS2-7 2.7.2 Deforestation and Stripping of Site ......................................... GS2-7 2.7.3 Furnishing and Compacting Fill ............................................. GS2-8 2.7.4 Topsoil Cover.......................................................................... GS2-8 2.7.5 Cost......................................................................................... GS2-8 iii 0AF-lorida Power & LightTalm Springs Va ind\Specifications\Construction Spec\.Triad Construction Specl.doc Nextera Energy ResourcesOlm Springs Area Re -Power, Switchyard U o ,des \EcIA- INDEX.................................................................................................................... PAGE (cont.) 2_19 SURFAC".INCY-------------------------------- ----------------------------------------------------------------GS2-8 2.8.1 General.................................................................................... GS2-9 2.8.2 Yard Area Materials................................................................ GS2-9 2.8.3 Access Road Materials............................................................ GS2-9 2.8.4 Placing.................................................................................... GS2-9 2.8.5 Cost.......................................................................................GS2-10 2.9 EROSION CONTROL................................................................... GS2-10 2.9.1 General.................................................................................. GS2-10 2.9.2 Silt Fence.............................................................................. GS2-10 2.9.3 Cost.......................................................................................GS2-10 2.10 SITE SURVEY................................................................................ GS2-10 2.10.1 General.................................................................................. GS2-10 2.10.2 Cost....................................................................................... GS2-11 2.11 SEEDING (NOT APPLICABLE TO THIS PROJECT) ............ GS2-11 2.11.1 General.................................................................................. GS2-11 2.11.2 Cost....................................................................................... GS2-11 2.12 "REPORT OF GEOTECHNICAL INVESTIGATION"............ GS2-11 2.12.1 General................................................................................ GS2-11 2.13 SOIL STERILANT/PRE-EMERGENT....................................... GS2-11 2.13.1 General.................................................................................. GS2-11 2.13.2 Cost....................................................................................... GS2-11 2.14 DUST PALLIATIVE APPLICATION ......................................... GS2-12 2.14.1 General.................................................................................. GS2-12 2.14.2 Cost.......................................................................................GS2-12 SECTION 3.0 - CONCRETE 3.1 CONCRETE CONSTRUCTION.................................................... GS3-1 3.1.1 General.................................................................................... GS3-1 3.1.2 Materials................................................................................. GS3-1 3.1.3 Composition............................................................................ GS3-2 3.1.4 Batching and Mixing.............................................................. GS3-3 3.1.5 Concrete Transportation.......................................................... GS3-3 3.1.6 Drilled Piers, Preparation for Placing ..................................... GS3-3 3.1.7 Forms, Preparation for Placing and Placing ............................ GS3-5 3.1.8 Tolerances for Concrete Construction .................................... GS3-5 3.1.9 Reinforcement......................................................................... GS3-6 3.1.10 Protection and Curing............................................................. GS3-7 3.1.11 Finishing................................................................................. GS3-8 3.1.12 Repair of Concrete.................................................................. GS3-8 3.1.13 Construction Joints................................................................. GS3-8 3.1.14 Expansion Joints..................................................................... GS3-9 3.1.15 Testing..................................................................................... GS3-9 3.1.16 Cost......................................................................................... GS3-9 iv O:\Plorida Power & Light\Palm Springs Wind\Specifications\Construction Spe&l'riad Construction Specl.doc Neatera Energy Resources-alm Springs Area Re. -Power. Switchyard Lodes \ ECl/ INDEX ....... PAGE (coot.) SECTION 4.0 — SUBSTATION STRUCTURE 4.1 STRUCTURAL STEEL...................................................................GS4-1 4.1.1 General.................................................................................... GS4-1 4.1.2 Unloading and Assembly........................................................ GS44 4.1.3 Installation............................................................................... GS4-2 4.1.4 Cost......................................................................................... GS4-2 SECTION 5.0 — ELECTRICAL EQUIPMENT INSTALLATION 5.1 ELECTRICAL BUS INSTALLATION .......................................... GS54 5.1.1 General.................................................................................... GS54 5.1.2 Contractor -Furnished Materials..............................................GS54 5.1.3 Installation............................................................................... GS5-2 5.2 GROUP -OPERATED SWITCHES ................................................ GS5-2 5.2.1 34.5 kV Group -Operated Switches ......................................... GS5-2 5.2.2 35 kV Hook Stick Operated Switch ........................................ GS5-3 5.3 SURGE ARRESTERS...................................................................... GS54 5.3.1 24.5 kV MCOV Surge Arresters ............................................. GS5-4 5.4 CIRCUIT BREAKERS.................................................................... GS5-5 5.4.1 34.5 kV Power Circuit Breakers ............................................ GS5-5 5.5 INSTRUMENT TRANSFORMERS ............................................... GS5-6 5.5.1 34.5 kV Voltage Transformers ................................................ GS5-6 5.6 TRANSFORMERS...........................................................................GS5-6 5.6.1 34.5 kV Station Service Voltage Transformers ...................... GS5-6 SECTION 6.0 — GROUNDING 6.1 GROUNDING SYSTEM.................................................................. GS6-1 6.1.1 General.................................................................................... GS6-1 6.1.2 Contractor -Furnished Materials .............................................. GS6-1 6.1.3 Installation............................................................................... GS6-1 6.1.4 Testing.................................................................................... GS6-2 6.1.5 Cost......................................................................................... GS6-3 SECTION 7.0 — CONDUIT AND ELECTRICAL CABLE 7.1 CONDUIT SYSTEM........................................................................ GS74 7.1.1 General.................................................................................... GS74 7.1.2 Contractor -Furnished Materials ............................................. GS74 7.1.3 General Installation................................................................. GS7-1 7.1.4 Control Conduit...................................................................... GS7-3 7.2 ENCLOSURES AND JUNCTION BOXES ................................... GS7-3 7.2.1 General.................................................................................... GS7-3 u O:\Florida Poxwr & U.obt'Talm Springs Rind\Specifications\Construction Spec\Triad Construction Specl.doc Nextera EnergyResaurces =Palm Spzings Area Re -Power. Switchyard *.adeg \ ECl/ 7.2.2 Materials................................................................................. GS7-3 7.2.3 Cost......................................................................................... GS7-4 INDEX PAGE (coat.) 7.3 600 V ELECTRICAL CABLE ........................................................ GS74 7.3.1 General.................................................................................... GS74 7.3.2 Footage.................................................................................... GS74 7.3.3 Determination of Conductor Sizes .......................................... GS74 7.3.4 Pulling Preparation.................................................................. GS7-4 7.3.5 Installation............................................................................... GS7-4 7.3.6 Splices and Terminations........................................................ GS7-6 7.3.7 Labels and Markers................................................................. GS7-6 7.3.8 Cost......................................................................................... GS7-7 7.4 FIBER OPTIC CABLE & ACCESSORIES .................................. GS7-7 7.4.1 General.................................................................................... GS7-7 7.4.2 Material Installation................................................................ GS7-7 7.4.3 Cost......................................................................................... GS7-8 SECTION 8.0 — OUTDOOR LIGHTING AND SIGNS 8.1 STATION LIGHTING..................................................................... GS8-1 8.1.1 General.................................................................................... GS8-1 8.1.2 Materials................................................................................. GS8-1 8.1.3 Installation............................................................................... GS8-1 8.1.4 Cost......................................................................................... GS8-1 8.2 STATION LIGHTING CONTROL EQUIPMENT ...................... GS8-1 8.2.1 General.................................................................................... GS8-1 8.2.2 Materials................................................................................. GS8-2 8.2.3 Installation............................................................................... GS8-2 8.2.4 Cost......................................................................................... GS8-2 8.3 IDENTIFICATION SIGNS AND SAFETY SIGNS ...................... GS8-2 8.3.1 General.................................................................................... GS8-2 8.3.2 Contractor -Furnished Materials ............................................. GS8-2 8.3.3 Installation............................................................................... GS8-3 8.3.4 Cost......................................................................................... GS8-4 SECTION 9.0 -- SUBSTATION FENCING 9.1 CHAIN LINK FENCING.................................................................... GS9-1 9.1.1 General.................................................................................... GS9-1 9.1.2 Materials................................................................................. GS9-1 9.1.3 Installation............................................................................... GS9-4 9.1.4 Cost......................................................................................... GS9-5 A 0:\Florida Power K Liehl,Palm Springs Find\Specifications\Construction Spec`,-I'riad Construction Specl.doc NexteraEnerof-ReSourceowm'prjng5A4r•eaIkePorter.Si;itch-rardLodes \ECI. - INDEX PAGE (cont.) SECTION 10.0 — CONTROL BUILDING 10.1 MODULAR CONTROL BUILDING ........................................... GS 10-1 10.1.1 Delivery and Installation....................................................... GS 10-1 10.2 CONTROL BUILDING ACCESS ................................................ GS10-1 10.2.1 General.................................................................................. GS 10-1 10.2.2 Material ................................................................................. GS 10-1 10.2.3 GEC Cost.............................................................................. GS 10-1 10.3 POWER DISTRIBUTION EQUIPMENT ................................... GS 10-1 10.3.1 General.................................................................................. GS 10-1 10.3.2 Station Battery....................................................................... GS 10-1 10.3.3 Battery Chargers.................................................................... GS 10-1 10.3.4 GEC Cost.............................................................................. GS 10-2 SECTION 11.0 —TESTING & COMMISSIONING 11.1 SUBSTATION TESTING & COMMISSIONING 11.1.1 Substation Testing & Commissioning ............ 11.1.2 Cost................................................................. APPENDIX PROJECT LOCATION MAP DETAILED GEOTECHNICAL REPORT BILL OF MATERIALS CABLE PROCUREMENT SPECIFICATION PROJECT DRAWINGS 10 kW STANDBY GENERATOR PROCUREMENT SPEC SUBSTATION ELECTRICAL TESTING & COMMISSIONING .... GS11-1 .... GS11-1 O:\Florida Power K Light\Palm Springs Wind\Specifications\Construction Spec\Triad Construction Specl.doc Nertera Energy Resource-,: = P,Im Spzings Arpa Re-Pou ez, Switchyard *j8des \ EffiW QA/QC Review and Sign -Off: Task Responsible Individual Date Prepared Bill Koo ler 5110 Reviewed Issued COPYRIGHTED Copyright @ 2008 Electrical Consultants, Inc., Billings, MT., All Rights Reserved, Unauthorized Reproduction Prohibited viii O:\Florida power & LaL;bRalm Springs Wind`,Specifications\Construction Spec\Triad Construction Speol.doc Nester? En orgy Resource0-81m Spzingsk-ea Re -Power, Switchyard to des \ECl/ 1.1 WORK UNDER THIS CONTRACT Project Description: This contract consists of the demolition and reconstruction of the existing switchyard named; Triad located near Palm Springs, CA. This switchyard consists of wood pole and crossarm construction, UG risers, instrument transformers, switches, cable bus, conduit and grounding. Reconstruction will consist of above grade galvanized steel structures, a gas circuit breaker, a prefabricated metal control building, new collector circuits, grounding transformer (by others), conduit and grounding. Site Location: The Triad Switchyard is located approximately 2 miles north of Palm Springs, California. See Appendix A for site location map. 1.1.2 Specifications: Work included under these specifications includes site preparation, below grade items and fence as well as above grade structural and electrical equipment demolition, removal, and disposal. Work also includes installation of new structural and electrical equipment for the Palm Springs Area Re -Power, Switchyard Upgrades. It is the intent of these Specifications that the Contractor provides all specified materials, labor and construction equipment necessary for completion of the work described herein. The Contractor shall coordinate his work with work to be completed by others. The Contract Drawings and Specifications are provided to demonstrate requirements of the contract; however, the Owner and Engineer have selected Contractors to furnish proposals who are knowledgeable in this type of construction and they shall furnish a proposal to provide for a functional facility. Minor deviations or irregularities or omission in plans may not constitute a "change order". 1.2 DEFINITION OF TERMS 1.2.1 "Owner": Nextera Energy Resources, LLC 700 Universe Blvd. Juno Beach, FL 33408 Telephone: (561) 691-7350 O:TPlorida Power 8& LightTalm Springs Witid\SpecificationsTConstruction Spec\Triad Construction Sped.doc GS2-1 2Vextera Energy Resources*alm SplingsArea Re -Power, Switchyard rolde.q \ECl/ E-mail: mark.thompson@fpl.com Correspondence with the Owner shall be directed to: Attn.: Mr. Mark A. Thompson (mark.thompson a,fbl.com) Project Manager 1.2.2 "Engineer": Electrical Consultants, Inc. 3521 Gabel Road Billings, MT 59102-7307 Telephone: (406) 869-2082 E-mail: bill.koogler@eciblgs.com Correspondence shall be directed to the Engineer's Representative: Attn: Mr. Bill Koogler (bill.kooglergeciblgs.com) Correspondence of a technical nature shall be directed to the Engineer. 1.2.3 "Seller": The firm(s), company(ies) or corporation(s) with whom the Owner has selected or may select for the purpose of supplying power equipment, structures and miscellaneous materials to be received and installed by the Contractor. 1.2.4 "Contractor": The firm, company or corporation with whom the Owner may select for the purpose of performing the work specified in Section 1.1. 1.2.5 "Construction Coordinator": The individual selected by the Owner for the purpose of inspecting workmanship, adherence to standards and specifications and compliance with the defined schedule of work performed by the Contractor. 1.2.6 "Project": The work described by these specifications for construction of the substations, switchyards or other electrical facility. 1.2.7 "Substation ": The construction specification and associated document refers specifically to the Palm Springs Area Re -Power, Switchyard Upgrades, also referred to in this specification as "jobsite". 1.2.8 "Contract Drawings ": The drawings required for construction of this project are identified as the Contract Drawings throughout this specification. A complete list of drawings is included on the Contract Drawing index for Triad TSR-D-D001-1. 0`11orida Power & L,ightTalm Springs Find\Specifications\Construction Spec\Triad Construction Specl.doc GS2-2 Nexter-a Enpi-o,Resoai-ee—*lm Sp' nngsArea lie Power, SKitchyard I des \ECl/ 1.2.9 "Jobsite ": "Jobsite " in the construction specification refers specifically to the geographic location where improvements are planned for construction of the Substation, switchyard or other electrical facility. 1.2.10 "Specifications ": "Specifications " refers to this written document and references made herein. 1.3 WORK SCHEDULE, MEETINGS, AND REPORTS 1.3.1 Pre -Bid Meeting: A pre -bid meeting is scheduled for (Date), at (Time) local time, at the Owner's North Palm Springs offices XXX Dillion Road. followed by an inspection of the project site. 1.3.2 Pre -Construction Meeting: A pre -construction meeting to include the Owner, Engineer and successful Contractor will be held to discuss all construction requirements, project schedule, contract conditions, sequence of construction, as well as additional related issues. The pre -construction meeting will be schedule after the successful Contractor is known for (Date), at (Time) and will be held at the Owner's North Palm Springs offices XX Dillion Road. 1.3.3 Construction Schedule: Within one week of contract award, the Contractor shall furnish three copies of a bar chart schedule to the Owner for review. The schedule shall contain sufficient detail and milestones to allow progress to be monitored during the construction period. 1.3.4 Progress Meetings: At the request of the Owner, meetings shall be held at the site to determine the degree of completion, to receive instructions from the Owner or the Owner's Representative, and to expedite the progress of work. The Contractor shall be represented at such meetings by persons with full authority to act with respect to all aspects of the Project. Contractor's representatives who fail to attend the Progress Meetings and/or fail or neglect to execute the Owner or Owner's Representatives' instructions shall, if requested by the Owner or Owner's Representative, be dismissed from the Project. 1.3.5 Pro reg ss Reports: Once construction begins, the Contractor shall prepare and issue three copies of progress reports to the Construction Coordinator every week. The report shall contain the following information: a. The scheduled % of completion as shown on the original schedule, the actual % completion as of the date of the report, and the number of man days expended on the Project to date. C -Tiorida Power & l..ight\Palm Springs Wind\Specifications\Construction Spec\Triad Construction Specl.doc GS2-3 Nexieza Energy Resources klm SpiingsArea Re Power,Swztcbyard Ades \EC1/ b. Updated schedule showing work completed and the timetable for completion of future work. C. List of any area(s) of concern. If at any time during this Contract, when the Contractor's actual progress, in the opinion of the Owner, is such that the completion dates of the work will not be met, the Contractor shall participate in a re-evaluation of the remaining work. • If as a result of this re-evaluation of the remaining work, it is determined by the Owner that the completion date will not be met, the Owner retains the right to direct the Contractor to accelerate the construction program. It shall be the responsibility of the Contractor to initiate and comply with such corrective action as required or directed. • At the time of the award of this contract, scheduling requirements will be discussed in detail by all interested parties. 1.3.6 Completion Period: The Owner intends to issue verbal Notice of Award seven (7) days after bid opening. The Contractor shall begin work as soon as possible after receipt of Notice of Award, and shall complete all work, including the start-up & checkout procedures, to meet the scheduled energization of (Date). 1.3.7 Completion of Work: The Contractor's construction manpower, equipment, and methods must be adequate to assure the timely completion of the Project. The Contractor's operations and progress will be continuously monitored by and be subject to approval of the Owner. 0:Tlorida Power R Light\Palm Springs WindlSpecifieations\Construction Spec\Triad Constmetion Spec l .doc GS2-4 Nextera EnergyResouzces�alm SpzungsArea Re-Powez Suitahy-aid Lodes ECZ/ w 1.4 OWNER -FURNISHED MATERIALS 1.4.1 General: All major power equipment, as well as other major components and items of material required for construction, will be furnished by the Owner. Materials presently on hand and those ordered but not received are included in the "Bill of Materials" drawings listed below, or identified in the specifications and list of bid units. Materials are identified by item numbers shown on construction drawings. Switchyard Drawing Number Triad — TSR-A-Z001-1 1.4.2 Estimated Delivery Dates: The estimated delivery dates for major Owner -Furnished materials are listed at the end of Section 1.4.4. Every effort will be made to secure delivery of the above items at such times and in such a sequence as to permit completion of the work within the time allowed under a reasonable and orderly construction program. 1.4.3 Protection of Materials: The Contractor shall store and care for the materials in the most suitable manner to protect them from the effects of temperature, dust, water, or other damage. The Contractor shall provide adequate means of protection for those materials, which require inside or covered protection. If necessary for their proper protection, the Contractor shall furnish and place the materials on timber blocking. All painted surfaces shall be protected from damage during storage. 1.4.4 Loss or Damage of Owner -Furnished Materials: The Contractor will be required to replace any material lost or damaged subsequent to its receipt. The Contractor shall, at his expense, replace the lost or damaged material with approved equivalent quality, type, and grade material as approved by the Engineer. Tried , b ,t*a g V: Item Equipment Vendor Delivery A100 Standard Shape Structural Steel DISTRAN 1-13-12 A 101 Deadend Suspension Insulators B100 34.5 kV GOAB Center Break Switch PASCOR B 101 34.5 kV Hook Stick Disconnect Switch PASCOR E 100 34.5 kV Power Circuit Breaker ABB G100 34.5 kV Voltage Transfomaer RITZ H101 25 kVA Station Service Transformer Cooper P 100 j Control Building including Erection JOAQUIN 0 "llorida Poorer R LightTalm Springs WindlSpecifications\Construction Speedriad Construction Spec Ldoc GS2-5 4 Nextera *—,1m Spzings ,, rea Re •Pvwrez , Sw itckya i d toldmq \ ECl,4� C] 1.5 CONTRACTOR -FURNISHED MATERIALS 1.5.1 General: The Contractor shall famish all materials identified on the Contract Drawings that are not indicated as Owner furnished. This includes all conduit, conduit fittings, insulator, copper ground wire, exothermic weld molds and shot, drainage piping, oil containment materials, anchor bolts and miscellaneous items not specifically listed but required for a complete installation. Items not specifically listed may include adhesives and cleaners. 1.5.2 Substitution of Materials: a. Where specifications or drawings identify individual components, members, or other items of material, materials of equal quality and performance may be used, provided that such substitution is of equal design and quality, and that this substitution is acceptable to the Owner and the Engineer. b. The Owner shall have final decision regarding the acceptability of proposed substitutions of material or equipment. c. Approval of substitutions by the Engineer or the Owner shall not, in any way, excuse the Contractor of responsibility for providing workmanship, material, and equipment equal to that specified. 1.5.3 Drawings to be furnished by the Contractor: a. Construction Drawings: The Engineer and Sellers of Owner - furnished materials have provided all drawings known or believed to be required for construction of the Project. However, if desired by the Contractor, or necessary to describe substitutions of material under Section 1.5.1, additional drawings may be furnished to describe construction requirements. Any such drawings must be reviewed and approved by the Engineer prior to issuing "For Construction" copies. b. Drawings and Data for Equipment and Material: The Contractor shall provide outline drawings, descriptive data, installation & operation instructions, electrical schematics & wiring for all electrical equipment and materials provided by the Contractor. c. Material Samples and Catalog Data: The Contractor shall provide material samples, catalog data, drawings, specifications and all other approval information for physical materials and components furnished by the Contractor for the construction of the Project. O-Tlorida Pother R L.ightTalm Springs rind\Specifications\Constniction Spee�Triad Construction Spec Ldoc GS2-6 Nestera Enaigy Resources�'alm Spziags Area Re -Power, Switcb and Lades \ EC1-41 The following "Drawing & Data Schedule" has been prepared to identify those items for which approval drawings as described herein are required. This list may not be complete; the Contractor shall furnish similar data for items not specifically listed as necessary or requested by the Engineer. All finalized information required to be provided by the Contractor shall be submitted in a single, bound document, tabbed for easy reference. DRAWING & DATA SCHEDULE ITEM SUBMITTAL REQUIRED Conduit & Fittings Manufacturer Cat. No. & Catalog Cut Lighting & Equipment Manufacturer Cat. No. & Catalog Cut Junction Boxes Lighting Equipment Manufacturer Cat. No. & Catalog Cut Gravel Surfacing Gradation Test Results Mix Design Test Data Concrete Requirements Cement Certification Aggregate Data Admixture Manufacturer & Product Description Grounding Connectors Manufacturer Cat. No. & Catalog Cut Identification & Safety Signs Manufacturer Cat. No. & Catalog Cut Samples 1.6 SUBMITTALS 1.6.1 Drawing Submittals: Drawings, where required for Contractor -furnished equipment and material, are requested at the earliest possible date subsequent to Owner's acceptance of proposal. Drawings shall be submitted to the Engineer for approval of location of additions or any proposed modifications. a. If approval drawings are required, submit three (3) copies of drawings and any other supplementary data to the Engineer at the address given in Section 1.2.2. One copy of drawings indicating the Engineer's action will be returned to Contractor. b. The Engineer will review all approval drawings for conformity with specifications. Data and drawings will be marked with one of the following responses to indicate result of Engineer's review: O:Tlorida Power & Light\Palm Springs Win d\Specifications\Construction Speelriad Construction Spec l .doc GS2-7 Nextez a Energy Resources "r'alm Spz ings Area Re Powei; SwitchYard and *des \ ECI / 1. Reviewed: Indicates that the information or drawing appears to be in general conformity with the specification requirements. Drawings marked "Reviewed" by the Engineer may be released for fabrication and/or installation by the Contractor. 2. Revised: The Engineer's comments shall be reviewed and any necessary design changes incorporated into the shop drawings or design before proceeding with fabrication or drawing distribution. 3. Revise and Resubmit: Indicates that the data, drawings or supplementary information does not appear to be in general conformance with the specifications. The Engineer's comments will be provided on marked drawings and/or transmitted letter. The Contractor shall make all necessary revisions and resubmit for the Engineer's review three 3) copies of all drawings bearing this review note. Review of drawings by the Engineer does not relieve the Contractor of responsibility for errors, correctness of details or conformance with the specifications. 1.6.2 Final Drawings and Instruction Manuals: a. Instructions: Manufacturers' original instruction manuals covering installation, operation and maintenance for all Contractor -furnished equipment are required. Submit to the Engineer for distribution, three QL copies of bound instruction manuals and final drawings for equipment and material furnished by the Contractor under these specifications. b. "As -Built" or "Final" Drawings: The Contractor shall provide drawings or prints showing quantity and type shown for all equipment as identified in the "Drawing and Data for Material and Equipment." The Contractor shall provide material samples, catalog data, drawings, specifications and all other approval information for physical materials and components furnished by the Contractor for the construction of the Project. The Contractor shall provide AutoCADTm 2007 DWG formatted files for any electrical schematics or wiring diagrams. Provide files on CD-ROM media. Final drawings and manuals shall be provided within three weeks of completion of construction, by direct mail to the Engineer at the address provided in paragraph 1.2.2. O:\Florida Power K Li=htTalm Springs Wind\Specitications\Construction Spee�Triad Construction Specl.doc GS2-8 Nextera Enery Resour es =Palm Springs Area Re -Power, Switchyard IVa des \EC7/ 1.6.3 Inspections and Tests: The Contractor shall provide copies of the results of all inspections and tests required by this Specification to the Owner. The Contractor shall inform the Construction Coordinator at least 24 hours prior to completing any inspections or tests or collecting test samples required by the Specification. 1.7 SPECIFICATIONS AND STANDARDS All materials that will become a part of the completed work shall conform to other specifications and standards referred to herein. The materials to be furnished by the Contractor which are specified by reference to Federal Specifications, National Standards, or their standard specifications or codes shall be in compliance with the latest editions or revisions thereof in effect on the date of bid. In the event of conflicting requirements between a referenced specification, standard, or code and these specifications, these specifications or the more stringent code shall govern. 1.8 LOCAL CONDITIONS 1.8.1 Site Inspection: The Contractor shall be thoroughly familiar with the Jobsite conditions, Contract Drawings, and Specifications. The Owner has scheduled a pre -bid meeting on (Date) to assist the Contractor with familiarization of project requirements. The Contractor shall carefully examine the work site and adjacent premises, and shall conduct the necessary investigations to inform himself of earthwork requirements, the facilities for handling the equipment at the site and the difficulties, including electrical hazards, involved in the completion of all work in accordance with the Specifications. No plea of ignorance of conditions that exist, or of difficulties that may be encountered in the execution of the work because of failure to make the necessary preliminary examination and investigations, will be accepted as an excuse for any failure for omission on the part of the Contractor to fulfill the requirements of the Specifications. 1.8.2 Access and Rights -of -Way: The Owner will provide site access or right- of-way for electrical facilities, and right-of-way for access thereto over routes established by the Owner. The Contractor will be permitted to use such land for construction purposes within the confines of the Owner's permit for the project. 1.8.3 Existing Roads: Existing roads are available for the Contractor's use subject to existing restrictions. The Contractor shall meet all conditions properly imposed upon the use of existing private or public roads by property owners or 0AFlorida Power & L:ight\Palm Springs wind\Specifications\Construction Spec\Triad Construction Spec l .doc GS2-9 Nextera Enerp-ResourceWIM Spiungs Area Ike -Po we.2-, Switchyard trades \ECl/ others having jurisdiction therefore, including seasonal or other limitations or restrictions. 1.8.4 Use of Land for Construction Purposes: The Contractor will be permitted to use Owner's land for field office, general construction activities, material storage, and other use required for construction operations; provided that such use shall not interfere with work of the Owner or of other Contractors in the vicinity. 1.8.5 Construction Telephone: The Contractor shall arrange for installation of a construction telephone at the jobsite, or utilize cellular phone(s) for project coordination. Reliable telephone service for communications between the Contractor and Engineer shall be available during the entire period of construction. 1.8.6 Construction Power: Contractor shall provide temporary power. Temporary power shall be adequate and properly conditioned for use by the Engineer for Relay Testing and Station Start-up. 1.8.7 Water for Construction P oses: The Contractor shall furnish all water required for construction purposes. The Contractor shall make all arrangements for obtaining the water and provide all means for conveying the water to points of use. 1.8.8 Construction Office: The Contractor shall provide a construction van or other mobile office with a table for review of plans for use by the Contractor's personnel and by the Engineer during construction. Construction van shall be placed on the Project property at a location approved by the Owner. 1.8.9 Sanitary Facilities: The Contractor shall furnish all sanitary facilities for their employees during the construction period. The Contractor shall make all arrangements for maintaining these facilities. L9 SAFETY REQUIREMENTS 1.9.1 Accident Prevention: The Contractor shall implement and administer an aggressive accident prevention program and shall take all reasonable precautions in the performance of the work under this contract to protect the safety and health of employees and members of the public and to prevent damage to public and private property. 1.9.2 General: The Contractor shall not require or knowingly allow any employee engaged in the performance of the contract, whether directly employed or through subcontract or on -site supply contract, to work in surroundings or 0-TIorida Power & LightTalm Springs Wind\Specifications\Construction Spec\Triad Construction Speel .doc G 52-10 Nextera Energy Resource"0alm Spnngs .Area Be Power, Swztcb_f and Uj des ,\ EC1/ under working conditions which are unsanitary, hazardous, or dangerous to their health or safety. 1.9.3 OSHA Regulations: The Contractor shall comply with the latest effective standards promulgated by the Secretary of Labor for the Department of Labor, Occupational Safety and Health Administration, Safety and Health Standards (29 CF 1910) and the Construction Safety and Health Regulations promulgated under section 107 of the Contract Work Hours and Safety Standards Act (29 CF 1926). The Contractor shall also comply with all requirements of the State of California. 1.9.4 Indemnity: The Contractor shall indemnify and hold the Owner and Engineer harmless for any and all losses, damages, or liability on account of personal injury, death, or property damage, or claims for personal injury, death, or property damage of any nature whatsoever and by whomsoever made arising from activities of the Contractor, their employees, subcontractors, or agents under the contract. Such indemnity shall include, but shall not be limited to, the failure of the Contractor, their employees, subcontractors, or agents to comply with Federal, State or local safety and health provisions and requirements. 1.9.5 Personal Protective Equipment: The Contractor is responsible for requiring the wearing of appropriate personal protective equipment in all operations where there is an exposure to hazardous conditions or where good judgment indicates the need for using such equipment to reduce the hazards to employees. Protective equipment shall include, but not be limited to: hard hats, safety belts, protective eyeglasses, earplugs, rubber gloves, and steel -toe footwear. 1.9.6 Safety Meetings: Safety meetings shall take place daily or weekly as needed and the Contractor shall submit a list of attendees and the topics discussed at each meeting to the Owner. 1.9.7 Procedures for Electrical Work: All electrical circuits and equipment shall be considered energized until disconnected from all sources of electrical energy, a clearance obtained (if applicable) and the circuits and/or equipment properly grounded. If possible, the grounds shall be placed within sight of the workers. The Contractor's representative holding the clearance shall be personally responsible for insuring the proper placement and removal of the protective grounds. 1.10 WORK NEAR ENERGIZED FACILITIES 1.10.1 "Hot" Work: No "Hot" work is anticipated under this contract; however, work will be near energized transmission facilities. It shall be the Contractor's responsibility to coordinate all outages with SCE or other owning entity. 0:1Florida Power & Lighf Palm Springs Wind\Specifications\Construction Spec\Triad Construction Specl.doc GS2-11 NexteraEneryyResources=Palm SpzingsArea Re -Power, SwitrAyard *a des \ECl/ 1.10.2 Authorization: No work shall be performed in an energized area of the substation until authorization to proceed is obtained from the Owner. 1.10.3 Work Precautions: The Contractor shall exercise extreme care and take necessary precautions for the safety of employees and others in performing construction operations in or near energized facilities and is responsible for performing the work in such a manner as not to endanger personnel, existing power equipment and facilities. 1.10.4 Energized Facilities: The Contractor is responsible for securing information to determine what facilities are energized, taking all necessary precautions for the safety of personnel and keeping employees fully informed of the work situation, including safe work limits. 1.11 EROSION CONTROL 1.11.1 General: The Erosion Control Requirements described herein apply to all of the Contractor's operations related to this project. The control of erosion and the requirements and methods of these specifications are standard requirements for all work conducted under this contract by his employees, his subcontractors, his suppliers, and others having purpose on the construction site. The Contractor shall comply with all measures required in the contract or shown on the drawings, or determined necessary by the Contractor, or as ordered by the Owner to protect all adjacent lands, and all ground and surface waters from contamination by the direct and indirect migration of sands, silts, mud, debris, chemicals and other such pollutants from the Jobsite through the use of specified materials. Such measures include, but are not limited by enumeration to: • Construction and maintenance of sedimentation basins, or the use of sedimentation vessels • Construction and maintenance of erosion control barriers • Construction and maintenance of erosion mats • Construction and maintenance of surface runoff diversion channels around the construction site • Construction and maintenance of temporary and permanent drainage structures and facilities • Sweeping, shoveling, and other removal of materials from streets and other paved surfaces by hand and/or mechanical methods (but not flushing) • Removal of silts, sediments, and debris which have left the jobsite due to erosion • Restoration of lands and waters subject to damage by erosion from the jobsite. Provide erosion control per the Storm Water Pollution Prevention Plan (SWPPP) for the Project. Within the SWPPP and Project Plan, there is a Storm Water O:\Florida Power R Light\Palm Springs Wind\Specifications\Construction Spec\Triad Conslruciion Spec Ldoc GS2-12 Nextem Energy Resource0-31m Spzings Ai -ea Re-Powez Sx4tch.1-ard Lades ECIG, Management Plan that is to be followed for the installation of erosion control measures. The Owner has applied for all necessary environmental and construction permits. The Contractor shall comply with any requirements of said permits. 1.11.1 General: The Contractor shall comply with all Federal, State, and local environmental laws, orders, and regulations. In addition., the Contractor shall comply with the specific requirements of the State Environmental Policy Act (SEPA) Conditional Use Permit for this facility. 1.11.2 Objective: a. The objective of erosion control imposed upon the construction activities is to minimize the impact of these activities on the existing natural resource base in the vicinity of the Jobsite. This includes minimizing disturbances to streams, wetlands and natural drainage patterns; vegetation; wildlife; archeological or historical relics; and all current land uses. b. The Contractor shall adhere to all specific requirements given in these Specifications and will conduct all activities with special attention to achieving this objective. 1.11.3 Construction Sequencing. Contractor shall install erosion control measures in accordance with a schedule to reduce on -site erosion and off -site damage caused by sedimentation. The construction sequence below is intended to be a general order of project activities and is not inclusive of all construction activities that will take place. This schedule is not intended to dictate the Contractor's required construction procedure. a. Identify and flag areas to be protected during construction including trees not scheduled for removal. b. Establish equipment parking areas and appropriate site access. C. Erect sediment traps, basins and barriers to establish the necessary perimeter sediment control d. Install runoff control measures including silt fence, diversions and/or outlet protection. e. Stabilize any existing runoff conveyance areas within the project area including stream banks, storm drains, channels, culvert inlets and/or outlet areas. O:TIorida Power & Light\Palm Springs Wind\Specitieations\Construction Spec\Triad Construction Speel.doc GS2-13 NexteraEnergyResource*—'Im Sp in sArea Re -Power, SWZtc11,yard 10, des \ECT, £ Initiate clearing, grubbing and grading including cutting, filling, surface scarifying and construction of sediment traps, drainage basins, diversions, drains and barriers. g. Stabilize surface with temporary control or seeding where future activity will take place and permanent seeding, mulching, sod and riprap where feasible and applicable. h. Conduct building, utility or roadway construction activities. i. Install final surface stabilization, topsoil, and landscaping including permanent seeding, mulching, sod, trees and riprap as appropriate within project site. j. Remove any sediment deposited within the permanent drainage basins, ditches, dikes or diversions used for temporary erosion control. Install final stabilization in these areas including seeding, sod, riprap or other cover as specified. 1.11.4 Wetlands: a. The Contractor shall plan the construction activities to minimize impacts to wetlands. 1.11.5 Sediment and Erosion Control: a. Dust Control Contractor shall use all means necessary to control dust on and near the Jobsite and on and near all off -site borrow areas if such dust is caused by the Contractor's operations during performance of the Project or if resulting from the condition in which Contractor leaves the Jobsite. Thoroughly moisten all surfaces as required to prevent dust from being a nuisance to the public, neighbors, and concurrent performance of other work on the site. The minimum standards will be as required by California Department of Environmental Quality (CDEQ). b. Mud Control • Contractor shall use all means necessary to control mud and tracking of mud both on and off the construction site. • Contractor shall clean up areas of tracked mud both on and off -site, i.e. driveways, streets, sidewalk, etc., by any means necessary. • Contractor shall install sediment and erosion control measures on the down slope of all areas with slopes greater than 20% or areas that flow directly into steams or wetlands that have been disturbed by construction activities. No disturbed areas shall be allowed to drain directly off the Jobsite. O:Tlorida Power & LighfSPalm Springs wind\Specitications\Construction Spec\Triad Construction Spec l .doc cs2-14 • Nettera EuergyrResources =Yslm SplingsAz-ea Re-Powez. Switchyard Lades \EClii C. Sediment and erosion control measures be installed as soon as possible after an area is disturbed. d. Contractor shall be responsible for assuring that all sediment and erosion control measures are functional on a day-to-day basis. e. All sediment and erosion control measures shall remain in place until permission for removal has been obtained from the Inspector. f. A written erosion control plan that includes where and how devices will be installed, including monitoring requirements, shall be provided to the Inspector prior to the start of construction. Report to the Inspector on the effectiveness of all erosion control devices after all storm events. g. Sediment Control Fences shall be equal to that of Mirafi 100, Trevira Spunbond 1115, Amoco 1380, or Supac 5NP, or equal, backed by industrial polypropylene netting or 18 gauge woven wire fence, in 3 foot wide rolls, with 2" x 2" nominal cross section posts of sufficient length to fully support the 36 inch high fence. 1.11.6 Retention and Spreader Basin: a. Contractor shall construct retention and spreader pond bottoms with light equipment that will not compact the underlying soil. b. Contractor shall place compacted ABC or riprap to the depth shown or greater. C. Following final soil stabilization and construction of the Project site, Contractor shall remove any deposited sediment from the retention and spreader. This operation shall be conducted while the sediment is cracked, dry and separating from the basin floor. d. If indicated to be seeded, protect newly seeded basin from erosion with use of straw mats or other method as approved by Inspector on slopes of 4:1 or steeper. 1.11.7 Vegetation: Cutting, trimming and disposal of vegetation within the project limits shall be performed by the Contractor in accordance with Section 2.7.3, "Clearing and Stripping of Site". These operations shall be conducted in a manner that preserves the existing vegetation as much as possible. a. The Contractor shall exercise care in trimming to avoid damaging any vegetation to be left in place. WNFlorida Power & LighPalm Springs Wind\SpeciticationSlConstruction Spec\Triad Constniction Specl.doc GS2-15 Nexteza Energy Resouz•ces = ,lm Splings Az -ea Re Powez; Switchyard L ades \ ECl/ b. Vegetation buffer zones shall be maintained along stream banks to avoid increased erosion and sedimentation. C. Disposal of logs, branches and other vegetation shall be done in a manner that does not disrupt drainage patterns or stream flows and is otherwise acceptable to the Owner. d. Permanent seeding shall be placed as early as practicable. Slopes greater than 25% will require the use of straw mats or other stabilizing method as approved by the Inspector to avoid erosion of newly seeded Slopes. 1.11.8 Restoration: a. All areas where work is performed by the Contractor shall be left in a condition acceptable to the Owner, with restoration and clean up completed in accordance with the General Conditions Section of these Specifications. b. All temporary erosion and sediment control BMP's (Best Management Practices) shall be removed within thirty (30) days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on -site. Disturbed soil areas resulting from removal shall be permanently stabilized. C. When the Project contains items of work, which are of an erosion control or stormwater nature, and are intended to be of a permanent installation, the Contractor may employ these items in his control of erosion and stormwater during his construction activities. However, these items shall be fully cleaned, restored, and in every way fully functioning for their intended permanent use prior to acceptance of the work. 1.11.9 Compliance Monitoring: In addition to regular inspection of construction activities by the Owner, a representative of the Owner's Environmental Department will make periodic site visits to monitor the Contractor's compliance with these conditions. The Contractor shall be fully cooperative with this representative and provide all information requested. 1.11.10 Waste Materials: Waste materials including, but not restricted to, refuse, garbage, sanitary wastes, and oil shall be disposed of by the Contractor by removal from the construction area. Waste material to be disposed of shall be removed from the area prior to the completion of the work under these 0`11orida Power K LightTalm Springs Wind\Specifications\Construction Spea\Triad Construction Specl.doc GS2-16 Neatera Enemy Resources = Palm Spz ing-s Area Re. -Power, Switchyard Lades a\ ECI xi' specifications. All materials removed shall become the property of the Contractor. Materials to be disposed of by dumping shall be hauled to an approved dump. It shall be the responsibility of the Contractor to make any necessary arrangements with private parties and with local officials pertinent to locations and regulations of such dumping. Any fees or charges required to be paid for dumping of materials shall be paid by the Contractor. 1.12 PERMITS 1.12.1 General: The Owner will furnish necessary permits directly related to this construction. 1.13 SITE INSPECTION 1.13.1 General: The Owner will provide a part time Construction Coordinator at the site to review the progress and quality of construction. The Construction Coordinator reserves the right to stop work if continued work would be, in the Construction Coordinator's opinion, detrimental to the best interest of the Project. The Construction Coordinator has the authority to set-up specific hold points if deemed necessary during the construction phase. The Contractor shall notify the Construction Coordinator 24 hours before a hold point is reached. 1.14 CONTRACTOR'S PERSONNEL 1.14.1 General: The Contractor shall provide a single individual with authority and experience necessary for directing all Contract work. This individual shall be the primary contract for onsite communication between the Contractor and the Owner. The Contractor shall provide only competent, experienced personnel for all work required to construct the Project. OAFlorida Power & Lighf',Palm Springs Vvind''Specifieations\Construction Spec\Triad Construction Specl .doc GS2-17 Nertera EnergyResour"o— Palm SpzingsArea Re -Power, Sw-itckT-ard O."des '\ECI.d 2.1 SCOPE Work described in this section includes the following: 2.1.1 General Specifications for Excavation and Compaction: Technical requirements and standards of construction that apply to any excavation and compaction required as a consequence of work performed under these Specifications. 2.1.2 Excavation for Foundations: Technical requirements for excavation below spread footings and slabs. 2.1.3 Excavation for Drilled Pier Foundations: Technical requirements for drilling holes for construction of drilled pier foundations. 2.1.4 Disposal of Excavated Materials: Describes responsibilities of the Contractor for handling and disposal of material excavated for foundations and underground utilities. 2.1.5 Backfill: Technical requirements for placing and compacting backfill in areas excavated for underground utilities. 2.1.6 Site Grading: Technical requirements for all work associated with site grading, including removing existing 6" of substation surfacing, removing excess material, cut and fill, and topsoil replacement. The Contractor shall refer to the Report of Geotechnical Investigation prepared by American Technical Services, Inc. and provided in the Appendix of this specification. 2.1.7 Surfacing: Work specifically required to surface the substation area. 2.1.8 Geotechnical Engineering Evaluation: Provides reference to the Geotechnical report provided for this Project. O:TIorida Power & Light\Palm Springs Find\Specifications\Construction Spec'.Triad Constriction Specl.doc GS2-18 Nexteza EnergyEesources = 'Im Spiungs Area Be -Power, Switchlar-d ro'des \EC1f/' 2.1.9 Site Survey: Provides requirements for site survey to be provided by the Contractor. 2.1.10 Seeding: Provides requirements for revegetation of the site by the Contractor. NOT INCLUDED IN THIS CONTRACT. 2.1.11 Soil Sterilant/Pre-Emergent: Provides requirements for soil sterilant/pre-emergent to be provided and placed by the Contractor. 2.1.12 Dust Palliative: Provides requirements for dust palliative to be provided and applied by the Contractor. 2.2 GENERAL SPECIFICATIONS FOR EXCAVATION AND COMPACTION 2.2.1 General: This section provides general specifications for all excavation, backfill and compaction required under these specifications. Cost of excavation and backfill work for the Project shall be included under the specific items of work, such as grading, foundations, conduit, and groundmat. 2.2.2 Over Excavation: Any excess excavation or over excavation performed by the Contractor for any purpose or reason, and any backfilling, compacting of backfill, and concrete work occasioned thereby shall be at the expense of the Contractor, unless otherwise required in these specifications. 2.2.3 Compacting Cohesionless Materials: Where compaction of cohesionless free -draining materials, such as sands and gravels, is required, the materials shall be deposited in horizontal layers and compacted to the relative density specified below. The excavating and placing operations shall be such that the materials, when compacted, will be blended sufficiently to secure the highest practicable unit weight and best stability. Water shall be added to the materials as may be required to obtain the specified density by method of compaction being used. The thickness of the horizontal layers after compaction shall not be more than 6 inches if compaction is performed by tampers or rollers and not more than 12 inches if compaction is performed by treads of crawler -type tractors, surface vibrators, or similar equipment. The relative density of the compacted material shall be not less than 70 percent, as determined by standard relative density tests for cohesionless free -draining soils. 2.2.4 Compacting Cohesive Materials: Where compaction of earth materials containing appreciable amounts of clay or silt is required, the materials shall be deposited in horizontal layers. The thickness of each horizontal layer after O `,Florida Power & LightTalm Springs Wind\Specifications\Construction SpceTriad Construction Specl.doc GS2-19 Nexteia EnemyResoureeWIni Spzing.q A1-ea Re -Power, Switchyar-d *&-q \ EC I,, compaction shall be not more than six inches. The excavating and placing oper- ations shall be such that the materials, when compacted, will be blended suffi- ciently to secure the highest practicable unit weight and best impermeability and stability. Prior to and during compaction operations, the materials shall have a moisture content of not greater than 2 percent wet or less than 2 percent dry of optimum moisture, as determined by a Moisture -Density relationship curve, per ASTM D698 (A). The moisture content shall be as uniform as possible throughout each layer. Insofar as practicable, moistening of the material shall be performed at the site of excavation. Such moistening shall be supplemented by sprinkling at the site of compaction., if necessary. if the moisture content is less than optimum for compaction by more than 2 percentage points, or is greater than optimum for compaction by more than 2 percentage points, the compaction operations shall not proceed, except with the specific approval of the Engineer, until the material has been wetted or allowed to dry out, as may be required to obtain optimum moisture content within the tolerances permitted above. The dry density of the soil fraction in the compacted material shall not be less than 95 percent of the standard maximum soil density (dry) as determined by a Moisture -Density relationship curve per ASTM D698 (A) for the material being compacted. Density shall be determined by either a nuclear densometer or by sandeone method. The excavation, placing, moistening, and compacting operations shall be such that the material will be uniformly compacted throughout the required section and will be homogeneous, free of lenses, pockets, streaks, laminations, or other imperfections. Excavation for the Project site, access road, parking areas, drainage ditches and channel, riprap, and gravel bedding shall be made to the lines, grades, and dimensions shown on the drawings, or when not shown on the drawings, then as prescribed by the Engineer. The drainage ditches shall be cleaned and left clear of all obstructions and shall diverge sufficiently at the lower ends to prevent erosion. Drainage ditches and channels shall be daylighted where shown on the drawings. 2.3 EXCAVATION FOR FOUNDATIONS 2.3.1 General: This work includes all required excavation below the elevation of the subgrade for foundations and other structures. Technical specifications are provided in this section for excavation pertaining to: O-Tlorida Power & LighfPalrn Springs Wind\Specifications\Construction Spee\Triad Construction Speel.doe GS2-20 a NexteraEnergy ResourceWim Springs.9reaRe•Power',Switch_Yardlades \\ECIZ a. Concrete foundations for steel structures. b. Concrete foundations for electrical equipment. As shown on the foundation drawings, excavation work consists of backhoe work for slabs, auger foundation and/or spread footings. Contractor shall refer to "Geotechnical Engineering Evaluation, Palm Springs Area Re -Power, Switchyard Upgrades", included in the Appendix of this specification, for information on subgrade soils existing at the Project site. 2.3.2 Requirements for Excavation: This work includes all required excavation below the elevations of the subgrade for foundations and other structures as described below. All excavation for foundations shall be of size and depth shown on the drawings. All undercuts for belled caisson foundations shall be made in undisturbed material. All excavation for concrete structures shall be made to the prescribed depths. All excavation for trenches and for buried electrical cables and conduits shall be as shown on the drawings and specified herein. Or when lines and depth of excavation are not shown on the drawings or specified herein, then as prescribed by the Engineer. The Contractor shall insure positive drainage away from structure during construction and after final grading has been completed. The Contractor shall locate all underground utilities, etc., in the area before excavation for foundation begins. 2.3.3 Cost: Cost of excavation should be included in bid items for foundation and other buried structures for which excavation is required. 2.4 EXCAVATION FOR DRILLED PIER FOUNDATIONS 2.4.1 General: This section provides technical specifications for excavation below the elevation of subgrade for drilled pier or caisson foundations. Excavation work consists of augering excavations to the diameter and depth as shown on the "Foundation Details" drawing. The Contractor shall refer to Geotechnical Investigation Reports included in the Appendix of this specification for information on subrade soils existing at the Project site. 2.4.2 Requirements for Excavation: The Contractor shall perform the excavations required for shafts as shown on the plans and details through OAFlorida Power & LiphtTaltn Springs Wind\Specifications\Construction Spec,,Triad Construction Specl.doc GS2-21 ATertera Energy Eesour"*—'Jm Spiing'sArea Re -Power. SKitcb_yard to,des ,\ ECl i whatever materials encountered, to the dimensions and elevations shown in the plans and details or otherwise required by these specifications. The Contractor's methods and equipment shall be suitable for the intended purpose and materials encountered. The dry construction method shall be used at sites where the groundwater level and soil conditions are suitable to permit construction of the shaft in a relatively dry excavation, and where the sides and bottom of the shaft may be visually inspected by the Engineer prior to placing the concrete. The dry method consists of drilling the shaft, removing accumulated water and loose material from the excavation, placing the reinforcing cage, and concreting the shaft in a relatively dry excavation. The wet construction method may be used at sites where a dry excavation cannot be maintained for placement of the shaft concrete. This method consists of using water mineral slurry to maintain stability of the hole perimeter while advancing the excavation to final depth, placing the reinforcing cage, anchor bolts, and concreting the shaft using trermie or pumping techniques to displace the drilling fluid with fresh concrete. The casing method may be used at sites where the dry or wet construction methods are inadequate to prevent hole caving or excessive deformation of the hole. In this method the casing may be either placed in a predrilled hole or advanced through the ground by twisting, driving, or vibrating before being cleaned out. The excavation and drilling equipment shall have adequate capacity including power, torque and down thrust to excavate a hole of the maximum diameter and to a depth of 20% beyond the depths shown on the plans. The excavation and overreaming tools shall be of adequate design, size and strength to perform the work shown in the plans or described herein. When the material encountered cannot be drilled using conventional earth augers with soil or rock teeth, drill buckets, and/or underreaming tools, the Contractor shall provide special drilling equipment, including but not limited to: rock core barrels, rock tools, air tools, and other equipment as necessary to construct the shaft excavation to the size and depth required. The Contractor shall locate existing underground utilities before starting drilled pier excavation operations. If utilities are to remain in place, provide protection from damage during drilled pier operations. Should uncharted or incorrectly charted piping or other utilities be encountered during exaction, consult the Engineer immediately for directions as to procedure. Q' Florida Poor-er R L.ightTalm Springs Wind\Specifications\Construction Spec\Triad Construction Specl.doc GS2-22 Nexiera EnergyResouzce Palm Spnwgs Area Be -Power.. Switchyard Z0ades \ECl/ Cooperate with the Engineer and utility companies in keeping services and facilities in operation. Repair damaged utilities to satisfaction of utility Owner. Do not interrupt existing utilities except when permitted in writing by the Owner and after acceptable temporary utility services have been provided. The Contractor is responsible to perform surveys, layouts, and measurements for drilled pier work. Conduct layout work for each drilled pier to lines and levels required before excavation, and actual measurements for each drilled pier's location, shaft diameter, bottom and top elevations, deviations from specified tolerances, locations of anchor bolts, and other data as required. The disposal of excess excavated material shall be the responsibility of the Contractor, and shall be done in a manner satisfactory to the Engineer. Suitable portions of excavated material may be used as fill for raising the elevation of the expanded substation site. 2.4.3 Cost: Cost of excavation should be included in foundation Bid Items for which excavation is required. 2.5 DISPOSAL OF EXCAVATED MATERIALS 2.5.1 General: All suitable material from required excavations, or as much thereof as may be required, as determined by the Engineer, shall be used for backfill for required earthwork. Material removed in excavation and not suitable or required for backfill, embankments, or other required earthwork shall be spread and compacted at a location on the Owner's property. 2.6 BACKFILL 2.6.1 General: The Contractor shall place and compact all backfill for buried facilities required to be placed under these specifications. 2.6.2 Placing and CompactingBackfill: The type of material used for backfill, the amount thereof, and the manner of depositing the material shall be subject to approval of the Owner. Insofar as practicable, backfill material shall be obtained from material moved in required excavations. Additional material shall be obtained from off -site, as required by these specifications and shown on project drawings. Suitable backfill material shall meet the following requirements and any deviation from these must be approved by the Engineer: a. Maximum particle size of 3 inches 0AFlorida Power R LightPalm Springs Wind\Specifications\Construction Spee\Triad Construction Spec l .doe GS2-23 Nextera Energy Resource4-alm Sp ingsArea Re -Power: Switchyard Z-axles \ EM b. Fines content (percentage passing #200 sieve) not to exceed 50% C. Maximum Plasticity Index (PI) of 15 d. Maximum Liquid Limit (LL) of 40 e. No material shall be placed when either the material or the surfaces on which it is to be placed is frozen Backfill shall be placed and compacted to the lines and grades shown on the drawings, prescribed in this specification, or as directed by the Owner. All backfill shall be placed, moistened, and compacted in accordance with the requirements of Section 2.2. 2.6.3 Cost: The costs of furnishing water and moistening backfill materials, as well as placing and compacting backfill, shall be included in the applicable prices bid in the schedule for items of work for which the backfill is required. 2.7 SITE GRADING BID ITEM M100 2.7.1 General: This item includes earthwork required to prepare the substation site to the grades shown on the "Contract Drawings". It also includes earthwork required to prepare the access road to the grades shown on the "Contract Drawings It also includes minor grading to maintain access road during construction and fine grade of substation site to the grades shown drawings. Earthwork includes clearing the site of grasses, brush and trees, as well as stripping approximately 6" of topsoil, excavation and backfill, replacement of topsoil and disposal of materials as specified. 2.7.2 Stripping of Site: Remove all equipment, conduit, wiring, and surface material to a depth of four (4) feet below specified final grade, or where remaining items are 2" diameter or smaller. Existing improvements, adjacent property, utilities and other facilities, and trees and plants not to be removed shall be protected from injury or damage resulting from the Contractor's operations. Temporary protective fencing for protected areas has been installed by others as indicated on the salvage plans around areas where native plant material are to be preserved. Temporary protective fencing, consisting at a minimum of four (4) foot height T-bar stakes at thirty (30) feet on center with a double strand of gold nylon rope, shall remain in place for the duration of construction. Refrain from entering these areas at all times throughout construction unless authorized by Owner. Protected areas shall not be used for Contractor or employee parking. All protective fencing shall be in place and verified by the Engineer and acknowledged by the Contractor before earth moving equipment is moved onto the site and before clearing and stripping of site takes place. O:',Florida Power & Light\Palm Springs wind',Specilicatians\Construction Spec'.Triad Construction Spec .doc GS2-24 Nexrera EnergyResource_Palm Springs.4re3 Re -Power, Switchyard ades \ECI i The area of the site upon which fill will be placed must be stripped of topsoil and organic material. For bid purposes, it should be assumed that approximately 6" of topsoil must be removed. Topsoil shall be temporarily stockpiled until completion of grading. All water presently on site, construction waste, vegetation from clearing (i.e., tree stumps, etc.) shall be disposed of at an appropriate landfill. 2.7.3 Furnishing and Compacting Fill: After topsoil has been removed, the Contractor shall fill, compact and grade the substation site and access road to the elevations and boundaries shown on the "Site Grading and Topography Layout" drawing. The Contractor shall be responsible for determining quantity of cut and fill required, including shrinkage, to prepare the site as shown on the drawings. The requirements of additional fill is not anticipated; however, if minimal fill material is required, the Contractor shall obtain borrow material from on site. Fill material must be cohesive in nature. Excess material shall be covered with a minimum of 10" topsoil and shall grade into existing landscape. Fill shall be placed and compacted as specified in Section 2.2. A sample of any material proposed as borrow fill shall be provided to the Engineer for approval. 2.7.4 Topsoil Cover: Upon completion of subgrade construction as shown on the drawings, topsoil removed from the site as described under Section 2.7.2 should be evenly spread around the perimeter of the established grade. Topsoil cover will act as a base for seeding of the site. It will be the Contractor's responsibility to remove all waste materials, including trees and tree stumps, from the project site. 2.7.5 Cost: All costs associated with stripping of the site, stockpiling of topsoil, excavation and placement of fill, site grading, grading and maintaining access road during construction, fine grade, distribution of stockpiled topsoil and general site preparation shall be included in Bid Item M100. 2.8 SURFACING (BID ITEM MIOU 2.8.1 General: This item consists of furnishing all crushed rock, surfacing materials and performing all work required for placing 6 inches of crushed rock surfacing for the general yard area, transporting make-up material, placing and compacting crushed rock and pit run gravel for the access drive as shown on the "Contract Drawings". O-Tlorida Power & Lighf Palm Springs Wind\Specifications\Construction Spec\Triad Construction Specl.doc GS2-25 ?1 eateza Energy ResourcePalm Spizngs:irea Re Power. Suitcby�rd 'des \ ECl//. Gravel surfacing placed over the yard area shall extend four (4) feet outside the newly installed fence lines. Crushed rock surfacing is intended to provide a high resistivity surface to limit fault induced potential hazards for personnel. Crushed rock surfacing shall also provide a clean, dust -free absorbent surface for vehicle traffic. The Contractor shall be responsible for determining the quantity of crushed rock required for the Project. 2.8.2 Yard Area Materials: Crushed rock for yard area shall be 3/4" to 1" crushed rock with a maximum of 1 p% fines. Rock shall, on average, have a minimum of three (3) fractured faces. If material conforming to this gradation is costly to provide and/or difficult to locate, the Engineer will review samples of crushed rock surfacing which may be locally available and inform the Contractor of suitability of proposed material. For bid purposes, the Contractor shall assume that local material can be used without screening for a preferred gradation. The Contractor shall be responsible for determining the quantity of crushed rock required for the Project. 2.8.3 Access Road Materials: Gravel access road surfacing materials shall be free of organic material and conform to all State of California requirements for roadway surfacing. Depth of surface material shall be 6" minimum depth. The Contractor shall provide laboratory tests of the surfacing material for review by the Owner. Tests shall include sieve analysis and electrical resistivity. The Contractor shall be responsible for verifying the quantity of surfacing material required for the Project. If material conforming to this gradation is costly to provide and/or difficult to locate, the Engineer will review samples of gravel surfacing which may be locally available and inform the Contractor of suitability of proposed material. 2.8.4 Placing: Before the gravel surfacing material is placed, the subgrade shall be free from depressions and soft spots and shall conform strictly to the grades shown on the drawings. Subgrade shall be rolled and compacted to provide a layer suitable for driving heavy equipment without Q:\Florida Power & Light\Palm Springs W ind\Specifications \C:onstruction. Spcc\Triad. Construction Specl.doc GS2-26 Nextera EnergyResour"Wlm SpringsAr•ea ReTower, SRitcbyard Lades \EC1/ deformation of soil. The gravel surfacing shall not be placed until the subgrade has been approved by the Engineer. The gravel surfacing material shall be placed, moistened and compacted in accordance with the applicable provisions of Section 2.2. Gravel shall be sloped away from control building and surface laid cable trench for drainage. Upon completion of the work under these specifications, gravel surface shall be smoothed and leveled of ruts prior to acceptance by the Owner. 2.8.5 Cost: All costs associated with finish grading, furnishing crushed rock, "crushed surfacing" road mix, placing and compacting for the general yard area and access road shall be included under Bid Item M101. 2.9 EROSION CONTROL(BID ITEM M102 2.9.1 General: The Contractor shall provide and install erosion control measures to prevent introduction of pollutants in storm water discharge and control erosion. All specific requirements identified in the State Environmental Policy Act (SEPA) Conditional Use Permit shall be followed. 2.9.2 Silt Fence: The Contractor shall furnish, install and maintain a silt fence throughout the construction period. Fence construction and materials shall be as indicated as per the "Contract Drawings". 2.9.3 Cost: Cost for providing and installing erosion control as outlined in 2.9.1 and 2.9.2 shall be included under Bid Item M102. 2.10 SITE SURVEY BID ITEM M103 2.10.1 General: The Contractor shall provide competent, experienced surveyors to perform the following tasks associated with construction activities for the Project: a. Relocate property corners previously established by the Owner. These property corners include corners associated with the Owner's property only. b. Establish a benchmark for use in reference of grade lines and foundation elevations. This benchmark shall be a permanent cast in place monument constructed at a location approved by the Owner 0AFlorida Power & LightTalm Springs wind',Speciiications\Construction Spec\Triad Construction Sped .doc GS2-27 Nextera EnergyResourcePalm Springs Area Re Power; Switchyard 0•ades \ECl/ 3.1 CONCRETE CONSTRUCTION fBID ITEMS L101-L107) 3.1.1 General: All concrete foundations and structures shall be built to the prescribed lines, grades, and dimensions shown on the drawings. All concrete foundations and concrete construction shall conform to the requirements of this section. The Contractor shall notify the Engineer immediately of any excavations that reveal soil conditions of high compressibility, low loading capability, extensive groundwater or other conditions considered marginal or uncommon, and may not have been considered in the design process. Work includes construction of all foundations which are identified on the "Foundation & Fence -Plan" drawing. 3.1.2 Materials: The Contractor shall furnish all materials for use in concrete, with the exception of anchor bolts, including cement, water, sand, coarse aggregate and specified admixtures; and shall furnish all reinforcing bars, fabric and materials for curing concrete. Anchor bolts will be provided by the Owner. Prior to placement of concrete, the Contractor shall submit to the Engineer, a concrete mix design and the name and manufacturer for each admixture and for curing compound. The proposed mix design shall include test data at seven and twenty-eight days of cure from date of pour. Contractor shall include the concrete supplier name with the bid at the location provided in the station construction units. a. Cement: Portland cement shall be Type II, unless otherwise noted and shall meet the requirements of ASTM C150 and C175. Where required, Type II cement shall meet the low -alkali and false -set limitation specified by ASTM standards. The cement shall be free from lumps and contamination by water and other foreign matter when used in concrete. b. Water: Water shall be free from objectionable quantities of silt, organic matter, salts, and other impurities. c. Sand and Coarse Agate: Sand and coarse aggregate shall consist of clean, hard, dense, durable, uncoated rock fragments that are WIFlorida Power R Light\Palm Springs Find',.Specifications\Construction Spcc\Triad Construction Spec Ldoc GS3-1 Nexteza EmzergvResoul•ceOPalm IpvnngsArea Re Power, Switek and O'des \ECl/ ` essentially free of dirt, organic matter, and other deleterious substances. Sand shall meet the requirements of ANSI/ASTM C-33 for fine aggregate. Coarse aggregate shall meet all requirements of ANSI/ASTM C-33. d. Air -entraining Admixture (AEA): The air -entraining admixture shall conform to ASTM C260. e. Chemical Admixture: The Contractor may use chemical admixtures which conform to ASTM C494, Type A or D. f. Reinforcing Bars and Fabric: Reinforcing bars shall conform to ANSI/ASTM A615, Grade 60; or ANSI/ASTM A617, Grade 60. g. Reinforcing Fabric: Fabric shall be electrically welded wire fabric conforming to ASTM A185 or A497. h. Wax -Base Curing Compound: Wax -base curing compound shall be white -pigmented compound. i. Polyethylene Film: Polyethylene film for curing concrete shall be white and shall conform to the requirements of ASTM C171. 3.1.3 Composition: The Minimum cement content shall be approximately 6.5 sacks, per cubic yard. The maximum water to cement ratio shall be 0.45. The slump of the concrete when placed shall not exceed 4 inches slab and spread footing construction and 7 inches for drilled pier construction. The mix design shall be sufficient to provide compressive strength of the concrete that exceeds a minimum 28-day compressive strength of 4,000 pounds per square inch. Each mix design shall be submitted to the Engineer for review not less than 10 days prior to use of the concrete mix. The Engineer also reserves the right to test the sand and coarse aggregate and if required, the Contractor shall submit, for preliminary tests and approval, representative samples of the sand and coarse aggregate proposed for use in the concrete work. The Owner will test the concrete for compliance with the specifications and reserves the right to design and adjust mix proportions. Air -entraining admixture shall be used in such amount as will affect the entrainment from 5 to 7 percent of air, by volume, of the concrete as discharged from the mixer. 0"'Horida Power & LiahfPalm Springs Wind\Specifications\Construction Spec\Triad Cunsnctiun Specl.doc GS3-2 NeateraEnemyEesozzz =Palm SPiingsAz-ea Be•Pvwez- Switchyard *des \ECl/ 3.1.4 Batchng and Mixing: The concrete, excluding admixtures, shall be proportioned on the basis of batch weights. Batching shall be such that combined inaccuracies in feeding and measuring the materials will be minimized. The concrete shall be uniform in composition and consistency throughout the mixed batch, and from batch to batch, except where changes in composition or consistency are directed. Mix shall be kept as dry as possible to place a finish without creation of voids. The mixing time shall be sufficient to thoroughly mix the concrete, but excessive over mixing requiring the addition of water to preserve the required consistency will not be permitted. The temperature of the concrete when it is being placed shall not be more than 90OF and not less than 500F. Mixing time shall be adequate to insure that the concrete throughout the mixed batch and from batch to batch is uniform. Each batch of concrete delivered by truck mixer to the jobsite from a commercial batch plant shall be accompanied by a written certificate of batch weights and time of hatching. The certificates shall be given to the Engineer at the job site. Any concrete retained in truck mixers so long as to require additional water to permit satisfactory placing shall be wasted. 3.1.5 Concrete Transportation: Where time in transit between the batch plant and construction site exceeds 45 minutes, water and cement shall not be mixed with the aggregate prior to arrival at the construction site. Where time in transit prevents mixing at a batch plant, bulk cement and aggregates can be transported dry in the mixer truck, provided that care is taken that no materials are lost in route and the mixer is not rotated prior to reaching the jobsite and adding water. Under such conditions where cement is transported in contact with the moist aggregate, the entire batch will be rejected unless mixed within 1-1/2 hours after contact. Where transport time exceeds 1-1/2 hours, the cement shall be transported separately from other ingredients. The methods and equipment used for transporting concrete and the time that elapses during transportation shall be such as will not cause appreciable segregation of concrete ingredients or slump loss in excess of one inch in the concrete as it is delivered into the work. 3.1.6 Drilled Piers - Preparation for Placing: Drilled piers shall be filled with concrete no more than two (2) hours after inspection and approval by the Owner. Contractor shall use protection sheets over excavation openings, extending at least 12 inches beyond edge unless excavated hole is cased. Concrete shall be placed continuously and in a smooth flow without segregating. Mechanical vibration shall be used the full depth of each pier. Once concrete placement has started, it shall be carried on as a continuous operation until the placing of the section is completed. 0AFlorida Power & LightTalm Springs Wind\Specifications\Construction Spee..Triad Construction Spec Ldoc GS3-3 i Nextera Energy Resource*arm Springs Area ReTPower, Switrhywrd 0,des \ECl/ Placement of concrete in a dry excavation shall be made by use of a tremie or pump line that allows a maximum free -fall distance of ten (10) feet for concrete. If the excavation is filled or partially filled with a fluid, slurry, or water, a tremie or pump line must be used. Concrete may also be placed by means of bottom discharge bucket, flexible drop chute, elephant trunk hopper, or tremie. Use chutes or tremies for placing concrete where a drop or more than 10 feet is required, or pump concrete into place. Other methods of placement may be proposed by the Contractor and are subject to approval by the Engineer. Concrete shall be placed "in the dry" unless underwater placement techniques have been approved by the Owner. At the time of concrete placement, no more than two (2) inches of water will be allowed on the bottom of shaft. Conduct water to general site run-off ditches and disposal areas with discharge lines. If water is present, and it is impractical to dewater the drilled pier excavation, and reasonable attempts to seal off water flow have failed, concrete shall be placed by tremie method (subject to approval). Placement operations shall be controlled to ensure that tremie is not broken during continuous placing from bottom to top. The bottom of the tremie pipe shall be kept a minimum of 3 feet (preferably 5 feet) below the surface of the fresh concrete during placement. Other methods of depositing concrete under water may be used, if acceptable to the Engineer. Concrete shall be maintained at a sufficient head to prevent reduction in diameter of drilled pier shaft by earth pressure and to prevent extraneous material from mixing with fresh concrete. Withdrawal of temporary casings shall coordinate with concrete placement operations to maintain a head of concrete approximately 10 feet above casing bottom, until the top of concrete is above the ground water level. Concrete placement shall be stopped at cut-off height shown, screed level, and apply finish. Where cut-off elevation is above ground elevation, form top section above grade and extend shaft to required height. All concrete shall be thoroughly compacted by vibrating during the operation of placing, and shall be thoroughly worked around reinforcement and imbedded items and into the corners of the forms. Other suitable means of compacting may be used with the Engineer's approval. Not less than one spare vibrator in good working order shall be kept available at the point of placement if another means of compacting has not been approved. 0AFlorida Power & Li_hl\Palm Sprurgs Wind',Specifications\Constiuction SpeclTriad Construction Specl.doc GS3-4 Nextei•aEllergvResourceOPalmSpiingsAresRe -Power,Swltchyw-el "des �\ECIXi " 3.1.7 Forms, Preparation for Placing, and Placing: Forms shall be sufficiently tight to prevent loss of mortar from the concrete and shall be maintained rigidly in position until the concrete has hardened sufficiently to prevent damage by form removal. In no instance shall forms be removed less than 24 hours after placing concrete. All surfaces of foundations upon or against which concrete is to be placed shall be free from standing water, mud and debris. Earth shall be free from frost or ice. The surfaces of absorptive foundations against which concrete is to be placed shall be moistened thoroughly so that moisture will not be drawn from the freshly placed concrete. Polyethylene film shall be used as a moisture barrier. The surfaces of construction joints shall be clean, rough and surface dry when covered with fresh concrete. Cleaning shall consist of the removal of loose concrete, coatings, sand, curing compound (if used), and other foreign material. The surfaces of the construction joints shall be roughened, if necessary, washed thoroughly, and thoroughly surface dried prior to placement of adjoining concrete. Design and construction of formwork shall be the responsibility of the Contractor. Formed concrete shall be placed in continuous, approximately horizontal layers, the depths of which generally shall not exceed 20 inches. Concrete shall be vibrated until it has been consolidated to the maximum practicable density, is free from pockets of coarse aggregate, and conforms to all surfaces of forms and embedded materials. Surfaces of control building concrete floors shall be brought to uniform surfaces and power troweled to a smooth finish free from blemishes. Exposed unformed surfaces of other concrete shall be brought to uniform surfaces and worked with suitable tools to a smooth hard troweled finish as directed. 3.1.8 Tolerances for Concrete Construction: The intent of this paragraph is to establish tolerances that are consistent with modern construction practice, yet are governed by the effect that permissible deviations will have upon the structural action or operational function of the structure. Deviations from the established lines, grades, and dimensions will be permitted to the extent set forth herein. Concrete work that exceeds the tolerance limits specified in these specifications or shown on the drawings shall be remedied or removed and replaced at the expense of and by the Contractor. Standard tolerances for formwork and concrete placement shall be as follows, unless otherwise noted on drawings: a. Variation of individual structures + 0.5 inch from the Plan. b. Variation from specified top of + 0.5 inch concrete elevation. O \florida Power & LightTaUn Springs Wind\Specifications\Construction SpecA riad Construction Spec I.doc GS3-5 Nestera EnergvResouzce#Palm Spnngs Area Ro-Power, Switch_Pard 'r'ades [ ,\ ECT C. Variation of pier diameters. + 3.0 inch - 0.5 inch d. Variation of footing dimensions. + 2.0 inch e. Variation of anchor bolt spacing in + 1/16 inch a single baseplate or support. f. Variation between groups of + 1/8 inch anchor bolts. g. Variation from level of surface .025 inches of slab. per foot of length (maximum of 3/4 inch for entire length) h. Deflection of exposed sides of .050 inches concrete walls and slabs. per foot of length (maximum of 1 inch for entire length) 3.1.9 Reinforcement: Steel reinforcing bars and fabric shall be placed in the concrete where shown on the drawings. Before being placed, surfaces of reinforcement shall be cleaned of heavy flaky rust, loose -mill scale, dirt, grease, and other foreign substances. Reinforcement shall be accurately placed and secured in position so that it will not be displaced during the placing of the concrete. Welding or tack welding of grade 60 reinforcing bars will not be permitted. Supplying of additional reinforcement to prevent displacement shall be at the expense of the Contractor. Reinforcing steel shall be securely wired and supported to provide clear spacings, as shown on the foundations detail drawings. Reinforcement will be inspected for compliance with requirements as to size, shape, length, splicing, position, and amount after it has been placed. Unless shown otherwise, minimum cover over reinforcing steel shall be: Top of Slabs ............................. 1.5 inches Bottom of Slabs -on -Grade .................................. 3.0 inches Top of Footings .................................................. 1.5 inches Sides and Bottom of Footings ............................ 3.0 inches Piers, Beams, Columns ....................................... 1.5 inches In no case shall concrete cover over reinforcement be less than 1-1/2" clear. Splice reinforcing steel according to ACT standards unless shown otherwise. Do not splice adjacent bars at same points unless approved by the Engineer. Lap bars 0:`1=lnrida Power R LighfTalm Springs Wind\Specifications\Construction Spec\Triad Construction Specl.doc GS3-6 Nextez a Energy ResourceOPalm Spzzngs AxeH Re -Powez•, Su itebyard "des \ ECI. C. Establish baseline monuments to permanently indicate location of baselines identified on the "Contract Drawings". These monuments shall be cast in place at locations approved by the Owner. d. Provide all survey necessary for locating earthwork boundaries, fence, foundations and other subgrade items included in this Contract. 2.10.2 Cost: Cost for providing site survey as outlined in 2.10.1 shall be included. under this Bid Item M103. 2.11 SEEDING (NOT APPLICABLE TO THIS PROJECT) 2.11.1 General: Work shall include, but is not limited to, fine grading, soil material testing, material procurement, soil amendment and preparation, seed mix installation and establishment, and landscape restoration where necessary. Contractor shall coordinate his activities with the work of others during the planting of salvage nursery stock. Seed shall be broadcast with an approved seed spreader. This work shall be accomplished during calm weather to insure uniform spread of seed. Alternate methods of seeding shall be subject to the Engineer's approval. After seed has been spread, the area shall be harrowed with a spike -tooth harrow. Alternate methods of covering seed shall be subject to the Engineer's approval. This work shall be accomplished so that the disturbed site outside the Substation graded area is finished with a neat appearance and with a finish that will endure local weather conditions. All disturbed areas shall be seeded with exception of the area defined by 4' outside of the substation fence location and substation. 2.12 "REPORT OF GEOTECHNICAL INVESTIGATION" 2.12.1 General: Neil O. Anderson and Associates Inc. has provided results of geotechnical engineering study and laboratory testing for the Project. A copy of this report is included in the appendix. 2.13 SOIL STERILANT/PRE-EMERGENT (BID ITEM M104) 2.13.1 General: The Contractor shall place on the proposed subgrade and on the finish grade as shown on the "Contract Drawings". UTIo ida Power K Light\Palm Springs Wind\Specifications\C;onstruction Spec\Triad Construction Spec l .doc GS2-28 Nextam EnergyRe,sourceOPalm SplingsA.rea Re -Power, Switchyard 0."dps \ECId- 2.13.2 Cost: Cost for furnishing and placing soil sterilant/pre-emergent shall be included under this Bid Item M104. 2.14 DUST PALLIATIVE APPLICATION BID ITEM M105) 2.14.1 General: The Contractor shall furnish and apply dust palliative over the entire substation area and as shown in the "Contract Drawings ". 2.14.2 Cost: Cost for furnishing and placing dust palliative shall be included under this Bid Item M105. D:1Florida Power B l..ight\Palm Springs Wind\Specifications\Construction Spec\Triad Construction Specl.doc GS2-29 Neatera Energy 1?esour"OPalm Spz:ings.4xea He -Power, Switchyard Oades \ ECl/s 30 diameters or 18" minimum, unless otherwise shown. Tension splices shall be per ACI. Unless shown otherwise, at corners or intersections of concrete walls, footings and continuous footings, horizontal steel is to be tied by dowels to match horizontal steel size and spacing (minimum 2'- 6" long legs on dowel). 3.1.10 Protection and Curinu: The Contractor shall protect all concrete against injury until final acceptance by the Engineer. Concrete shall be protected against freezing temperatures by being kept at a temperature not lower than 50OF for at least 72 hours after it is placed. In addition, concrete that is water cured shall be protected against freezing temperatures for the duration of the curing period. Where artificial heat is employed, special care shall be taken to prevent the concrete from drying. Appropriate steps shall be taken to avoid loss of strength and rapid set in hot weather conditions. Typical measures to be utilized will include using cool mixing water or flaked or crushed ice; pre -cooled aggregate; shading or spray cooling of mixers, and approved admixtures. Before concrete placement, the transport equipment and forms shall be cooled with sprayed water. Curing shall start immediately after the concrete is placed. Concrete temperature at the time of placement shall not exceed 857. Concrete and concrete -curing membrane shall be protected against heavy foot traffic and other construction activities by covering with plywood, sand, or other suitable material. After the danger of damage has diminished, the Contractor shall remove and dispose of such covering and all other foreign materials. Concrete floors shall be cured with polyethylene -film covering. Concrete cable trenches or pullboxes, where used, shall be cured by water curing or polyethylene - film covering. Exposed formed surfaces of all other pedestals, piers, and support foundations shall be cured by water curing, resin -base curing compound, or polyethylene -film curing. If concrete is cured with curing compound, all surfaces of such concrete upon which equipment or metalwork will be grouted in place shall be cleaned thoroughly of all curing compound by wet sandblasting. If concrete is water cured, the concrete shall be kept continuously moist for at least 7 days after being placed by sprinkling or spraying. Resin based curing compound shall be a white -pigment scaling compound that forms a water -retaining membrane on surface of concrete. Curing compound shall be applied to concrete surfaces by spraying one coat to provide a continuous uniform white membrane over all areas. Coverage shall not exceed one hundred fifty (150) square feet per gallon. Application shall be increased on rough 0:1Florida Power R Ligbt`Taltn Springs Vrind\Specifications\Construction Spec\Triad Construction Specl .doc GS3-7 Nexteza EnergyResoureeOPalm springs Area Re -Power, Switebyard Grades \ECl/ surfaces, as necessary, to obtain required continuous membrane. All surfaces shall be kept continually moist until sealing compound is applied. As soon as surface film of moisture disappears, but while the surface still has a damp appearance, sealing compound shall be applied. Curing with polyethylene film shall be by completely covering the designated concrete surfaces with polyethylene film to provide an airtight, water -retaining film over the entire concrete surface for at least 7 days. As soon as the concrete has hardened sufficiently to prevent damage, all surfaces shall be thoroughly moistened by spraying them lightly with water and then covering them completely with the polyethylene film. Edges of the polyethylene strips shall be lapped to affect a seal to adjacent strips, and, at the extreme edge of the curing area, held tightly against the concrete surface. The polyethylene film shall be secured adequately to withstand wind and to prevent circulation of air inside the curing film. 3.1.11 Finishing_ All tie holes and porous spots, visible on removal of forms shall be filled with concrete mortar of the same proportions as originally used in the structures. All vertical surfaces that are exposed above finish grade shall receive a sand floated finish. The surface shall be wetted and rubbed with a wood float in a uniform circular motion with fine sand being rubbed into the texture until the resulting surface is even and uniform in color and texture. Horizontal surfaces that are exposed shall receive a floated finish. Floating shall begin when the water sheen has disappeared. Trueness of surface shall be checked with a 10-foot straight edge at not less than two different angles to insure that tolerance is met as specified herein. 3.1.12 Repair of Concrete: All concrete that is damaged or defective from any cause; concrete that is honeycombed, fractured, or otherwise defective; and concrete which, because of excessive surface depressions, must be excavated and built up to bring the surfaces to the prescribed lines shall be removed and replaced. The repair of damaged or defective concrete and the correction of surface imperfections and irregularities shall be made with concrete, dry pack, cement mortar, epoxy -bonded concrete, or epoxy -bonded epoxy mortar. The cost of furnishing all materials and performing all work required for the repair of concrete and the correction of surface imperfections and irregularities shall be borne by the Contractor. 3.1.13 Construction Joints: Construction joints are joints which are either purposely placed in structures to facilitate construction or which occur in structures as a result of inadvertent delays in concrete placing operations. Construction joints are located to facilitate the Contractor's operations, to reduce O:Tlorida Power R Light\Palm Springs Find'Specifications\Construction Spec\Triad Construction Specl.doe GS3-S Nextera EnergyXesourc�Palm SpzingsArea Re. -Power, Switchyard wdes \\ECl/ initial shrinkage stresses and cracks, to allow time for the installation of embedded metalwork or to allow for the subsequent placing of other concrete, backfill concrete, or second -stage concrete. Bond is required at construction joints regardless of whether or not reinforcement is continuous across the joint. Construction joints shall be allowed only at locations shown on the drawings or as otherwise approved by the Engineer. 3.1.14 Expansion Joints: Expansion joints shall be installed as shown on drawings, such as control building foundations and between sections of cable trench. Dowel bars shall be installed in the concrete at expansion joints as shown on the drawings. The dowels shall be held firmly in place while concrete is placed on one side of the joint. Preformed bituminous joint filler, HHF-341 F, Type 1, thickness as shown on the drawings, shall be placed in all expansion joints. The joint filler shall cover the entire surface of the concrete at the joint, and shall be laid against the completed side of the joint and held rigidly in place while the concrete is placed on the other side of the joint. 3.1.16 Ted: Routine testing of materials, of proposed mix designs and of resulting concrete for compliance with technical requirements shall be the duty of the Contractor. The Contractor shall submit proposed mix design and advise the Owner in advance of operations requiring testing. The Contractor is required to obtain three (3) representative samples from each truck that delivers concrete to the Jobsite unless otherwise directed. Contractor shall take samples in standard concrete test cylinders per ASTM standards. Cylinders shall be properly stored and transported to prevent unnecessary rough handling or exposure to extremes of heat and cold. One (1) sample shall be broken at seven (7) days and one (1) at twenty-eight (28) days. The third cylinder shall be used in the event that one (1) of the first two (2) appear to be out of tolerance for a standard 4000 psi mix design. 0:TIorida Power & LightTalm Springs Wind\specifications\Construction Spec\Tri id Construction Spec Ldoc GS3-9 Neatera En orgyEesource*alm Springs Area Re -Power. Switchyard 0', "des \ECl/ 3.1.17 Cost: Cost of construction of new foundations shall be included under these bid items as follows: TRIAD SUBSTATION n. L101 34.5 kV Deadend Switch Spread Footer Foundation Type SF1. L102 Riser Structure Spread Footer Foundation Type SF2: L103 Control House Supports Spread Footer Foundation Type SF6: L104 Grounding Transformer Fiberglas Foundation Type SC1: L105 34.5 kV Breaker Spread Footer Foundation Type BF1: L106 Stair Landing Spread Footer Foundation Type SL: L107 Cable Termination Cage Foundation Type TC1: 0:'',Plorida Power K LightTalm Springs Wind',specificationslConstruction Spec\Triad Construction Spec l.doc G53-10 NeYter•a Energvkesouz "Palm Springs Area Re -Power; Switch d oades � ECI 4.1 STRUCTURES BID ITEM A100 4.1.1 General: Install Owner -furnished structures, complete with all fasteners and hardware, to complete a finished installation. Note that the Contractor shall supply all equipment mounting bolt assemblies. Equipment mounting bolts shall be ASTM A307 with heavy hex nuts and lock washers. All hardware shall be galvanized. Cost of furnishing these bolts shall be included in each equipment bid item. Structures shall be located as shown on "General Arrangement Plan" drawing. Owner -furnished substation structures consists of the following: SS1 1 34.5 kV Deadend Switch Stand RS 1 1 34.5 kV Riser Stand GG1 1 Switch Ground Grate ST1 1 Control Building Stairs TC l 1 Cable Termination Cage All structures are shown on the "Structure Details" drawings and will be delivered FOB jobsite. 4.1.2 Unloading and Assembly: The Contractor shall unload all Owner - furnished structures to be delivered to the jobsite. Contractor shall complete and sign a Materials Receipt Form prior to unloading steel structures. All steel shall be temporarily stored on wood blocking until installation. The Contractor shall install all Owner -furnished structures as shown on the drawings. Owner - furnished steel structure will be supplied with all required erection hardware. Tower bolts and nuts are standard strength per ASTM A 394 specifications or high strength per ASTM A 325 where specifically noted on drawings. All bolts will be furnished with Type "MF" locknuts. Bevel washers will be supplied where required. Care shall be taken to install high strength bolts at locations specified. Care shall be taken to guard against damage during assembly. Repair of damage which is due to operations of the Contractor and the correction of defects, errors and inaccuracies in the metal work which are ordered by the O:'Tlorida Power & Ligtt\Palm Springs Wind\Specifications\Construction Spec\Triad Construction SpecLdoc GS4-1 Nextera Energy ResourceOPalm SpiangsAres Ike-Powez; Switchyard lades \EClii' Engineer shall be made at the expense of the Contractor in a manner satisfactory to the Engineer. Zinc base paint and other miscellaneous materials and equipment required to correct damaged galvanizing shall be provided by the Contractor. 4.1.3 Installation: All assembly and installation shall be done in a workman- like manner by competent craftsmen. All bolted joints shall be properly tightened and torqued. Locknuts shall be installed after nuts are properly torqued. All foreign material deposited on the structures shall be removed prior to erection. No steel shall be erected on the foundation until seven days after last placing concrete, or until backfill has been placed and compacted. All structures shall be installed on leveling nuts; adjust leveling nuts to level and plumb all steel. 4.1.4 Cost: Cost of receiving and installation of Owner -furnished substation structures, including associated materials for assembly shall be included in Bid Item A100. OAFlorida Power K LightTalm Springs Wind\Specifications\Construction Spec,Triad. Construction Spec Ldoc GS4-2 Nextera EnergyResourceoPalm SpzingsArea Re -Power, Switchyard 011 des \ECl/ 5.1 ELECTRICAL BUS INSTALLATION (BID ITEM A101) 5.1.1 General: The Contractor shall receive all Owner -furnished materials at the jobsite and provide labor to install Owner -furnished materials and Contractor - furnished materials which will accomplish all work required to complete the outdoor electrical bus and installation. Bus materials are described in the Bill of Materials. Information concerning quantities and catalog numbers are provided for the Contractor's reference only. Actual quantities and catalog numbers shall be verified by the Contractor. The Contractor is responsible for furnishing all materials to complete the installation as shown on the Contract Drawings. Work included under the electrical bus installation bid item consists of the following: a. Electrical Bus Installation: Installation of a complete Contractor -furnished bus system for all equipment as shown on "General Arrangement -Plan" drawing. 5.1.2 Contractor -Furnished Materials: Bus materials are identified on "General Arrangement -Elevations", "General Arrangement -Bus Details", and "Bill of Materials" drawings. The Contractor shall be responsible for furnishing the following materials: a. Conductor: Conductor to be installed includes, 1272 kCM AAC and #1/0 AAC. b. Aluminum Bus Conductor (Not Required Under This Contract): c. Bus Connectors & Fittinas: All connectors, including equipment terminal connectors are of the sizes, types and general standard of quality as outlined in the material description for bus connectors and fittings on "Bill of Material", drawing and as shown on the drawings. Terminal pads shall be in accordance with NEMA CC-1. Except as otherwise indicated on the drawings, aluminum -to -aluminum connections shall be made with aluminum connectors. O:'tFloridaPower & Light\Palm Springs Win d`,SpecificationslC:onstruction SpecUriad Construction Spec Ldoc GS5-1 Neiteza Eneryl>?esourcePalzn Sprizz�sArea Re Powei; Switclzy'ardades \EC1//. d. Hardware: Equipment and bus mounting hardware shall be 1 /2" or 5/8" diameter galvanized and aluminum bolts, nuts, washers, etc. as required for a complete bus and equipment installation. Hardware to be supplied by the Owner is included in the 'Bill of Materials". e. Joint Compound: The Contractor shall furnish electrical sealing compound of the oxide -inhibiting, corrosion -resistant type equal to No- Ox-Id or Penetrox-A. Cost of joint compound shall be included in the unit price column for labor on this bid item. 5.1.3 Installation: a. Installing Cable Bus: Cable buses shall be formed and installed such that stresses between connecting terminals and between bus supports will be reduced to a minimum. Bends shall have a radius no less than eight times the cable size, unless otherwise shown on the drawings. The bus shall be free of kinks, indentations, and flattened surfaces. Splices shall not be used. b. Bolted Connections: The Contractor shall clean all mating surfaces prior to installing bolted connectors. Oxide -inhibiting paste shall be used in making all aluminum and aluminum -to -copper connections. The paste shall be applied, the aluminum surfaces shall be wire brushed through the paste, and additional paste shall be applied if necessary to cover the contact area. Paste remaining after the connectors are tightened shall be retained as a seal against moisture. All bolted -type connectors shall be clamped and locked securely using torque wrenches to apply the moments recommended by the manufacturers. c. Welding: Not applicable to this project. d. Strain busses and overhead ground wire: There are no overhead ground wires included on this project. Protection is accomplished with the use of Spline Ball Ionizers; the Spline Balls will be provided by the Owner, all other material items for connection and the cost of installation should be included in the grounding section. a. Cost: Cost of installing a complete bus system shall be included under this Bid Item A101. 5.2 GROUP OPERATED SWITCHES 5.2.1 34.5 kV Group -Operated Switch at ID ITEM B100 O:\1-lorida Power & Light''Palnt Springs Wind�Specitications\Construction spec\1 rind Construction Spec I .doc GS5-2 IIVextera Eno-tFv ResourceOPalm Springs Area Re Power. Switchyard O"des \ ECII,/1 a. General: This item consists of three -pole group -operated switches provided by Owner for installation by the Contractor. b. Material: Quantity.............................................................................. One (1) Manufacturer/Type............................................................... Pascor Operating Voltage..................................................................35 kV Current Rating................................................................1200 Amp Type ....................................................... Center -Side Break Switch Operating Mechanism ................................................... Worm -gear Mounting....................................................................... Horizontal Mounting Location ................................................. New Dead End c. Installation: Contractor shall receive at the jobsite, execute a Materials Receipt form, unload and install (honer -furnished group operated switch with required hardware as shown on "General Arrangement -Plan and Elevations". Switches are shipped with individual poles assembled and insulators mounted. d. Cost: Cost of receiving and installing 34.5 kV group -operated disconnect switches system shall be included under Bid Item B100. 5.2.2 35 kV Hook Stick Operated Switch at AID ITEM B101� a. General: This item consists of installation of single pole hook stick operated disconnect switch provided by Owner for installation at the j obsite. b. Material: Quantity.............................................................................. One (1) Manufacturer/Type............................................................... Pascor OperatingVoltage..................................................................34 kV Current Rating................................................................1200 Amp Q:i} lorida Power & l.,ight\Palm Springs Wind\Specifications\Construction SpecUriad Construction SpecI -doe GS5-3 Neater°a Enerp Resource0Palm Springs Area Re -Pourer; Switchyazd Fades \ECl/ Type ....... Single Phase HPL-V Operating Mechanism ................................................... Hook Stick Mounting.......................................................................Underhung Mounting Location ................................................. Riser Structure c. Installation: The Contractor shall receive and install Owner - furnished hook stick operated switches with required hardware as shown on "General Arrangement -Plan and Elevations" drawings. d. Cost: Cost of receiving and installing 35 kV hook stick -operated disconnect switch shall be included under Bid Item B101. 5.3 SURGE ARRRESTERS 5.3.1 24.4 kV MCOV Surge Arresters (BID ITEM C100) a. General: This item consists of the installation of Contractor - furnished 35 kV class surge arresters. b. Materials: Quantity......................................................... Three (3) Manufacturer / Type............... Ohio Brass / VN, or equal Max. Cont. Operating Voltage (MCOV)................24.4 kV Duty Cycle Rating....................................................30 kV Housing.............................................................................. Polymer Mounting Locating ................................................. Riser Structure c. Installation: The Contractor shall furnish and install surge arresters at the locations shown on "General Arrangement - Plan and Elevations" drawings. d. GEC Cost: Cost of furnishing and installing 35 kV class surge arresters shall be included under Bid Item C100. O:Tlorida Power & LightPalm Springs Win d\SpecificationslConstruction Spec'\Triad Construction Spec .doc GS5-4 I- Nextera Energy Resource*Palm SprznpsArea Re -Power, Sit-itchyard Wde,5 \ ECl/ 5.4 CIRCUIT BREAKERS 1 5.4.1 34.5 kV Power Circuit Breakers (BID ITEM E100) a. General: This item consists of three-phase s power circuit breakers with mounting stands provided by Owner for installation by the Contractor. b. Materials: Quantity.............................................................................. One (1) Manufacturer/Type..................................................... ABB/R-Mag Voltage Rating..................................................35 kV, 200 kV BIL Continuous Current Rating...........................................1200 Amps Interrupting Rating.................................................................61 kA Control Voltage...............................................................125 VDC c. Installation: The Contractor shall receive at jobsite, execute a Materials Receipt form, unload and install Owner -furnished power circuit breakers with all required accessories as shown on "General Arrangement -Plan and Elevations" drawings. Circuit breakers are shipped fully assembled except for legs, bushing stud connectors and final charging with SF gas. The Contractor shall place and center circuit breaker on substation mounting stand and concrete foundation. The Circuit breaker shall be placed no sooner than seven (7) days after construction of breaker foundations. Once the circuit breakers have been located on the foundations, the Contractor shall reinstall any factory components or accessories that were removed for transportation. The Contractor shall apply touch-up paint as necessary to repair any existing rust, scratches, or blemishes in the breaker's finish. Work and material associated with grounding of the circuit breakers, connection of buswork, conduit and wiring are covered under other work items listed in this specification. d. Testing: The Contractor will perform any necessary tests on the circuit breakers to assure that it is in good operating condition. 0AP1orida Power & LighlTalnt Springs Wind\SpecificationsConstmaioil Spec.Triad Construction Specl.doc GS5-5 Nextera EnergyResour"Vpwm SpzizzgsArea Re Powez; Switchyard Wdes \EC ". " Cost: Cost of receiving and installing Owner -furnished power circuit breakers shall be included under Bid Item E100. 5.5 INSTRUMENT TRANSFORMERS 5.5.1 34.5 kV Voltage Transformer (BID ITEM G100) a. General: This item consists of 34.5 kV voltage transformers provided by Owner for installation by the Contractor. b. Materials: Quantity............................................................................. Four (4) Manufacturer............................................................................ Ritz Type...............................................................................VEF 36-10 Voltage Class......................................................................34.5 kV Ratings................................................................................... 175:1 BIL.......................................................................................200 kV C. Installation: The Contractor shall receive at the Jobsite, unload and install voltage transformers at the locations shown on the "General Arrangement -Plan and Elevation", drawings. d. Cost: Cost of receiving and installing capacitive voltage transformers shall be included under Bid Item G100 5.6 TRANSFORMERS 5.6.1 34.5 kV Station Service Voltage Transformer (Bid Item 11100) a. General: This item consists of 34.5 kV station service voltage transformer provided by Owner for installation by the Contractor. b. Materials: Quantity.............................................................................. One (1) Manufacturer ............................................. Cooper Power Systems O:T-lorida Power & LightTalm Springs Wind''Specifications\Construction Spec\Triad Construction Specl.doc GS5-6 I. Nextera Enex'gyResource#Palm Springs.4rea Re -Power; Swztchyardowdes \ECl/ Type.......................................................................... Pole/Structure VoltageClass......................................................................34.5 kV Ratings................................................................................25 kVA BIL.......................................................................................150 kV c. Installation: The Contractor shall receive at the Project, unload and install the station service voltage transformer at the location shown on the "General Arrangement -Plan and Elevation", drawings. d. Cost: Cost of receiving and installing the station service voltage transformer shall be included under this Bid Item 11100. O:Tlorida Power & LiehtTalm Springs Find\Specifications\Construction Spec\Triad Construction Spec Ldoc GS5-7 Nextera EnergyResource0Pa1m Spiings.9rea Re -Power, Switchyard Or'des 6.1 GROUNDING SYSTEM (BID ITEM 0100) 6.1.1 General: The Contractor shall furnish all required groundmat materials and connectors for a complete, finished grounding system. The Contractor shall be responsible for furnishing minor items of hardware and other materials that may not have been specifically identified on the Bill of Materials, but are necessary to complete the installation. 6.1.2 Contractor -Furnished Materials: Grounding materials are identified on "Grounding -Plan", "Grounding -Details", and 'Bill of Material", drawings. The catalog numbers specified are intended to set a quality standard for groundmat material; actual items supplied may be from a different manufacturer or design. a. Ground Cables: Copper ground cables furnished for the main grid, cable trench cover and miscellaneous equipment grounding are # 4/0 annealed bare -copper cable, concentric stranded, and in accordance with ASTM B8, Class B. Ground conductors furnished for fence where shown are soft -drawn #4/0 AWG bare -copper cable. b. Ground Rods: Ground rods furnished are 10 foot with a copper - jacketed steel core and 3/4-inch nominal diameter. c. Buried Groundmat Connections: All groundmat cable -to -cable and cable -to -ground rod connections will be made with exothermic bronzed connections, Cadweld, or equal. Welded connections shall have a current carrying capacity equal to that of the cable with which they are being used. d. Ground Connectors and Fittings: All above -grade groundmat connections furnished are of bolted or compression design. Tinned - bronzed connectors shall be used to make aluminum -to -copper connections. 6.1.3 Installation: a. Groundmat: The groundmat shall be installed at a depth of approximately 18 inches below the established subgrade elevation. All OAFlorida Power & LightTalm Springs Wind\Specifications\Construction Spec\Triad Construction Spec I.doc Gss-1 NexteTa Energ'Resourc Palm SpzingsArea Re -Power, Suitclhyard(R-ades \ECl/ cable to cable and cable to ground rod connections shall be made as shown on the "Grounding -Details" drawing. b. Excavation, placing and compacting backfill: Excavation, placing and compacting backfill shall be in accordance with Sections 2.2 (Excavation and Compaction) and 2.6 (Backfill), respectively. c. Driven ground rods: Ground rods shall be driven vertically the full length of the rod until the top is at least 12 inches below the established elevation of the subgrade. When solid rock is encountered, ground rods may be relocated slightly to allow installation to be made. The Engineer should be consulted where rock cannot be penetrated or avoided by slight relocation of ground rods. d. Connections: All power equipment, electrical apparatus, steel structures, junction boxes containing electrical terminations, cable pull box covers, and other isolated exposed metal surfaces shall be connected to the grounding system with the proper size copper conductor and bolted or compression connectors, as shown on the "Grounding -Plan and Details" drawings. #4/0 connections to adjacent substations shall be made with permission obtained from the owners by the Contractor. e. Structures: Ground wire risers to equipment mounted on supports shall be fastened above the baseplate at intervals not to exceed 5 feet using tower clamps or ground wire clips. Bronze tower clamps, Anderson Type GC, or equal, are required at structure bases and ground conductor splice points on the structure. Ground wire clips, or galvanized fasteners intended only to physically secure conductors, may be used at all other attachment points. f. Relay/Communications Panels: The Contractor shall be responsible for making a 44/0 ground connection between the bus bar of new relay and communications panels located in control buildings and the ground grid. 6.1.4 Te_ sting: After completion of the grounding system installation, the Contractor will measure the substation groundmat resistance to determine the adequacy of the grounding system. If the average of ground -to -earth resistance value obtained is greater than the desired level, additional groundmat installation may be required. If additional measures or materials other than those described herein or as shown on the drawings is required, the Contractor may be requested to assist with additional grounding at a cost to be negotiated by the Owner, using bid unit costs provided in the Proposal Form. OAFlorida Power & LighlTaim Springs Wind`,Specifications\C-onstruction Spec\Triad Construction Spec l .doe GS6-2 Nextera Energy ResourceiPalzu Springs Area Re Power, Switchyard Oa des \ ECl/ 1-....__... 6.1.5 Cost: All costs associated with providing and installing an above and below grade grounding system shall be included in Bid Item 0100. O:Tlorida Power & LightTalm Springs Wind\Specifications\Construction Spec\Triad Construction Speel.doc GS6-3 Neztera EnergyResourcOPalm Springs Area Re -Power Switchyard •a des ECl/ i - SECTION 7.0 CONDUIT' AND ELECTRICAL CABLE �4I PALM SPRINGS 7.1 CONDUIT SYSTEM (BID ITEM_K100 7.1.1 General: The Contractor shall furnish and install all materials for the electrical power and control conduit systems which includes above and below grade conduit within the substation. 7.1.2 Contractor -Furnished Materials: All materials for electrical conduit installations shall be furnished by the Contractor and conform to applicable ASTM, NEMA and UL specifications. Materials for above grade conduit installation shall include liquid tight conduit, rigid galvanized steel (R.G.S. or RIGID), intermediate metal conduit (I.M.C.) and conduit accessories as specified on the "Conduit & Cable - Plan and Details" drawings. Conduit accessories shall include conduit fittings, conduits and hardware, materials for sealing the ends of conduits terminating at outdoor equipment, and all other incidentals required to complete the conduit systems, and to fasten, clamp, attach, and support conduit in place. Liquid tight metallic conduit shall be Eastern Type UL, or equal. Materials for below grade conduit installation shall consist of schedule 40 or schedule 80 PVC conduit with accessories as specified on the "Conduit & Cable - Plan and Details" drawings. Conduit accessories shall include conduit fittings, sweep elbows, couplings, PVC end bells, joint cement, hardware, materials for sealing the ends of conduits terminating at outdoor equipment, and all other incidentals required to complete the conduit systems. The sealing material for sealing the ends of conduits terminating at boxes or panelboards shall be "Duxseal" or equal. Adhesive for joining plastic conduit shall be in accordance with the conduit manufacturer's recommendations. 7.1.3 General Installation: The Contractor shall install all conduit runs and make all conduit connections to equipment. The Contractor shall perform all excavation work and backfill in accordance with Sections 2.2, "Excavation and Compaction", and 2.5, "Backfill". All subgrade buried conduit shall be installed 0:'TloridaYo«ver & LiehlTalm Springs Wind\Specifications\Construction Speedriad Construction Spec Ldoc GS7-1 Nextera Energy ResoureOPalm Spiings.4rea Re -Power, Suitcbyard wdes \ ECl/` below ground mat at a depth of a minimum of 30 inches below the established subgrade elevation. Collection system conduits shall be buried at the depth shown on the collection system drawings. All conduit shall be installed complete with necessary fittings and supports, and all bends shall be gradual and smooth to permit the pulling of insulated electrical wires and cables without undue stress or damage to conductors. All conduit runs and bends shall be free from indentations or flattened surfaces. Burrs and sharp corners at the ends of each piece of metal conduit shall be removed. The Contractor shall furnish and install a pull tape in each conduit to facilitate future use. The male threads of all rigid metal conduit joints shall be coated with a suitable graphite or zinc sealing material before making joints and shall be tightened securely to prevent the entrance of moisture or any other foreign material. For steel conduit, the completed joints, terminations, wrench marks, and all other places where zinc covering is damaged shall be covered entirely with a protective varnish or zinc base paint to provide protection from corrosion. All joints in embedded nonmetallic conduit shall be completely and permanently sealed to prevent the entrance of water. Locknuts shall be installed to provide tight ground connections between conduit and equipment cabinets or junction boxes. Bushings or Chase nipples shall be installed on the ends of the conduit to protect the insulation or sheath of the wires or cables from abrasion. The ends of conduits terminating at outdoor junction boxes and equipment cabinets shall be sealed with an approved sealing material, "Duxseal", or equal, to prevent air, water and rodents from entering conduit. Above grade exposed conduits shall be rigidly supported at intervals of not more than five feet. The installation of above -grade conduit shall include, where required, the drilling of holes in cabinets, enclosures or plates for conduit entrance. All exposed conduit shall be tightened securely and shall be supported rigidly in place. Connections to outdoor boxes require threaded hubs for a watertight seal. Non-metallic conduit shall be installed in accordance with the applicable requirements of NENLA Publication No. TC2. All subgrade joints shall be made with water -tight fittings which shall be coated or covered in accordance with the manufacturer's instructions. Where specified on drawings, weep holes shall be drilled at the low point of conduit runs. All buried conduit shall be backfilled with sand or fine earth on all sides, followed by compacted fine earth as provided in Section 2.5 "Backfill". See "Conduit & Cable Details" drawing. WFlorida Power & Light\Palm Springs Wind\Specifications\Construction Spec\Triad Construction SpecLdoc GS7-2 Nextera EnergyResour,Opalm Spnngs Area Re Tower, Suitchy and owdes \ EC1 , " 7.1.4 Control Conduit: a. General: Furnish and install a complete conduit system for Contractor's installation of 600 volt electrical cable as shown on "Conduit & Cable -Plan and Details" drawings. b. Installation: Subgrade control conduit system shall be schedule 40 PVC as sized on the "Conduit & Cable -Plan and Details" drawings. All control conduit risers located in substation yard shall be rigid galvanized steel or approved liquid tight flex conduit. To prevent corrosion rigid and liquid tight conduit should not extend below subgrade elevation. In unusual cases where buried steel conduit is required, all-weather corrosion protective tape "Scotchrap" or equal shall be applied to the lower 24 inches of each riser in order to prevent corrosion. This construction unit also includes furnishing and installing above grade rigid galvanized steel and liquid tight conduit for the purpose of substation lighting. b. Cost: Cost of furnishing and installing a complete above and below grade conduit system shall be included in this Bid Item K100. 7.2 ENCLOSURES AND JUNCTION BOXES BID ITEMS K101) 7.2.1 General: The Contractor shall furnish and install enclosures, junction boxes and required accessories as specified on the "Bill of Materials" drawing. 7.2.2 Materials: a. Lighting Junction Boxes The Contractor shall furnish lighting junction boxes, each with one (1) six -point terminal board as shown on "Conduit & Cable -Details" drawing and "Bill of Materials" drawing. The Contractor shall provide galvanized universal mounting channel for attaching to steel structure, assemble all components and install at location designated on the drawings. b. Equipment Junction Box The Contractor shall furnish equipment junction boxes with terminal boards, three -pole fuse blocks, circuit breakers and miscellaneous equipment, as shown on "Conduit & Cable Details" drawing, and `Bill. of Materials" drawing. O: Florida Povver & LightTalm Springs\Vind\Specifications\Construction Spec\Triad Construction Specl.doc GS7-3 . Ne i sera Energy Resource3- Palm Spzings Area Re -Pou ez Swl tcby and t des \ ECl/ d. Safety Switch The Contractor shall furnish a safety switch as required per "Contract Drawings". In addition to the materials identified above and in the referenced drawings, the Contractor shall furnish and install universal mounting channel, Uni-strut, or equal with hardware for mounting junction boxes. All mounting fasteners shall be 304 stainless steel. Use of other corrosion resistant fasteners shall be subject to approval of Engineer. 7.2.3 Cost: The Cost of furnishing and installing junction boxes as described above, complete with terminal boards, fuse blocks with fuses, ground bus, circuit breaker, heaters, required mounting brackets and bolts shall be included under Bid Item K101. 7.3 600 V ELECTRICAL CABLE (BID ITEMS K102-K106) 7.3.1 General: All 600 volt multiconductor electrical control cable will be supplied by the Contractor. The Contractor shall furnish and install all control cable as specified on the "Conduit & Cable - Plan" and "Conduit & Cable - Details" drawings, "Cable Schedule" drawing and the cable procurement specification included in the Appendix. 7.3.2 Footage: The footage shown in bid units for these items also includes stripping of jacket and installation of wires in conduit between current and voltage transformer junction boxes and the respective transformers on the steel structure. Bid unit footages are estimated on the Cable Schedule drawing and should be verified by the Contractor. 7.3.3 Determination of Conductor Sizes: The Contractor shall be responsible for verifying that conductor sizes are in accordance with National Electric Code requirements. In the event of differences between NEC and the following requirements, the more stringent requirements shall apply. 7.3.4 Pulling Preparation: Before pulling any cable through conduit, the Contractor shall check the conduit and cable sizes and actual overall diameters to be sure that the approved "fill" will not be exceeded. If discrepancies are discovered, the Contractor shall notify the Engineer immediately. OnFlodda Power & Light\Palm Springs Wind\Specifications\Construction SpecCIriad Construction Spec I.doc GS7-4 Nextera EnergvResourc0Pal, Spzing6 Area Re -Power. Switchyaid owdes \ ECl/ 7.3.5 Installation: a. The Contractor shall install wire and cable in accordance with the drawings, requirements of these specifications and NEC requirements where applicable. Sufficient length shall be left on the ends of the cable to make connections conveniently to equipment, fixtures, and devices. Spare single conductors at each end of a multiconductor cable shall be retained in a length equal to that of the longest single conductor of the multiconductor cable. At the terminating points of each multiconductor cable, the conductors shall be formed into neat packs and laced or tied. All circuits not installed in conduit and consisting of two or more single conductors shall be tied together at frequent intervals by self-locking cable ties. The self-locking nylon cable ties shall be equal to Thomas and Betts "TYRAP". b. All cables shall be installed in duct in accordance with "Conduit & Cable -Plan" drawing and "Cable Schedule" drawing. c. Cable shall not be pulled into conduits until the conduit runs have been cleaned and are free from obstructions and sharp corners. A short mandrel or plug closely approximating the diameter of the conduit shall be pulled through the conduit to loosen any burrs and to check for obstructions. A clean, dry, tight -fitting rag shall then be drawn through the conduit immediately before installing the insulated conductors to clean out any remaining dirt or foreign matter. Where specified a high strength nylon string shall also be pulled into ducts to provide for future cable additions. Cable installation procedures shall insure that insulation or protective covering will not be cut or abraded, and that the cable will not be bent in excess of the minimum bending radii as stated by the manufacturer. d. After conduit interior has been thoroughly cleaned, apply cable - pulling lubricant as the cable is installed of a quantity and type recommended by the cable manufacturer to assist in pulling longer runs. e. The following limits do not apply to conduit bends, sheaves or other curved surfaces around which the cable may be pulled under tension while being installed. Large radii bends may be required for such conditions to limit sidewall pressure. In all cases the minimum radii specified refers to the inner surface of the cable and not to the axis of the cable. (1) Non -shielded or Non -Armored Cable: Overall Diameter of Cable, Inches O.-Tiorida Power & LightTalm Springs Wind\Specifiications\Construct.ion Spec\Triad Construction Spec1.doc GS7-5 Nextera Energv1?esourcePa1m SprzngsArea Be Power, Switchyaxd Wa (Jos \\ ECl/ Thickness of Conductor 1.000 and 1.001 to 2.001 and Over Insulation Less 2.000 Inches Minimum Bending Radius as Multiple of Cable Diameter _ _ .156 and less 4 5 6 .157to.315 5 6 7 .316 and over 7 8 f. The Contractor shall feed cable straight into conduit by hand or, for large conductors, over a large diameter sheave, avoiding short bends, sharp edges and "crossovers". g. Equipment used to pull cable through conduit shall be subject to approval by the Owner. Only industry accepted equipment which provides for a safe, tension measurable means of cable installation will be accepted. h. All cable installed in open, vertical cable trays, vertically in panelboards or loadcenters, or in an inclined plane shall be supported with nylon cable ties or other approved cable grips. i. The Contractor shall install all wire and cable without exceeding the maximum allowable pulling tensions and sidewall pressures as recommended by the cable manufacturer. 7.3.6 Splices and Terminations: a. No splices shall be made in cables unless authorized by the Engineer. Where splices are authorized, they shall be permitted only at junction boxes, outlets, panelboards and cabinets. Splices are not permitted in buried cable runs. All splices or joints shall be covered with insulation equal to that on the insulated conductors. b. Joints and splices, where authorized, shall be mechanically crimped and soldered for copper conductors through 48 AWG. Splices for larger conductors shall be completely air -tight compression type. For building distribution and lighting, connectors for joining two wires No. 6 and smaller shall be equal to 3M Scotchlok Spring Connectors. c. Solderless-type lugs and connectors shall be used for joining or connecting cables to terminal blocks or devices. All terminations of wire No. 8 AWG and smaller shall be made with pre -insulated pressure -crimp type terminal connectors with ring tongues. A full - cycle ratcheting crimper shall be the only type of tool used. O:'Tlorida Power & LightTalm Springs Wind\Specifications\Construction SpeciTriad Construction Spec Ldoc GS7-6 Nertexa EnergvResource-Palm Spzings_4res Re-Powez; Switebyard rades \ECl/ 7.3.7 Labels and Markers: All power and control cables shall be neatly tagged at each end with fiber tags attached by cords or nylon ties with marked ends. Fiber tags shall be 3/4 inch in diameter, shall be not less than 1/16 inch thick, and shall have a 3/32-inch-diameter hole drilled or punched with the center approximately 3/16 inch from the edge. Nylon ties shall be Raychem TMS-CM, or equal. Fiber tags or ties shall be lettered with black, permanent marker to identify cable number (and phase A, B, C, N where applicable). All wire terminations shall be marked with preprinted, heat shrink wire markers (3M or equal), with labels as indicated on the wiring diagrams. 7.3.8 Cost: Cost of installing all control cable shall be included in these bid items. Final payment for all control cable bid items will be on the basis of actual footage installed. Bid items are as follows: a. BID ITEM K102: 12/C-#12 AWG stranded copper, Type TC (tray cable), 600 volt non -shielded, XHHW insulated conductors. b. BID ITEM K103: 4/C-#10 AWG stranded copper, Type TC (tray cable), 600V, XHHW insulated conductors. b. BID ITEM K104: 4-pair, #24 AWG stranded copper, Type DTP (data twisted pair), Category 5 with PVC jacket. Cable shall be installed between panels and in tray for general instrumentation cabling. c. BID ITEM K105: 1/C-94/0 AWG stranded copper, Type TC (tray cable), 600V, XHHW insulated conductors. 7.5 FIBER OPTIC CABLE & ACCESSORIES BID ITEMS K106-107 7.5.1 General: The Contractor shall furnish and install fiber optic, duct, splices and junction enclosures as described herein. 7.5.2 Materials and Installation: The Contractor shall furnish and install all fiber optic cable, patch panels, termination trays, wireway, innerduct and mechanical or fusion terminations as specified below, as well as associated work items required for completed installations: a. BID ITEM K106: Forty eight (48) fiber optical cable, single mode, Corning or equal. Use shall be to interconnect the fiber optic COLLECTION SYSTEM cable to the fiber optic splice enclosure in the control building. Bid Item shall include providing _p atails, connectors and other accessories and making all mechanical and fusion C)Af lorida Power K Light\Palm Springs Wind''Specifications\Construction Spee rind Construction Spec I .doc GS7.7 Nexteza EneryvResourcePalm Springs.9rea Re Pourer, Switchyard FadesEClZl terminations. Fiber optic cable shall be installed in 1 t/a" corrogated inner -duct as noted in the Conduit Schedule on Conduit and Cable Plan; inner -duct should extend the full length of the PVC conduit run, terminating at communications panel at the control building. b. BID ITEM K107: Fiber optic raceway, snap hinged cover, polyvinyl chloride (PVC), Panduit Pan -Net FiberRunner cable management products shall be provided by Contractor to extend the full length of relay and communications panels. Use shall be for installation and management of all jacketed optical cable to be installed in the control buildin such as fibero tic cablepiatails installed between IEDs. Fiber optic raceway to be provided under this Bid Item shall be mounted at an elevation above relay and communications racks in the control building (at the general height of cable trays), securely supported at required intervals using the identified FiberRunner cable management products accessories. Fiber optic raceway shall be the exclusive means of routing optical cables between relay and communications racks for all primary and secondary systems. 7.5.3 Cost: The Cost of furnishing and installing fiber optic and accessories for the General 115-69 kV Substation Addition as described above shall be included under Bid Items K106-107. O:'�Florida Power & Light\Palm Springs Wind\Specifications\Construct.ion Speffriad Construction Spec I .doc GS7.8 NexteraEnergyRP,.50172'Ce3�Palm Spzings111ea Re. -Power, Switchyard ades \\ECl,4� Nr 8.1 STATION LIGHTING (BID ITEM R10O) 8.1.1 General: The Contractor shall furnish and install substation luminaries, complete with mounting bracket, bulb and other materials and accessories necessary to complete the installation as shown on the "General Arrangement - Plan and Elevations" drawings and "Conduit & Cable - Plan and Details" drawing. Related material of the lighting system which are provided for elsewhere in the specification are indicated below: a. Furnishing and installing electrical conduit and accessories: Section 7.1 (Conduit System). b. Furnishing and installing necessary cable to provide service to outdoor lights: Section 7.3 (600V Electrical Cable). c. Furnishing and installing cable labels: Section 7-3-8 (Labels and Marking) d. Furnishing and installing junction boxes: Section 7.4 (Enclosures and Junction Boxes). 8.1.2 Materials: Furnish high-pressure sodium, quartz and metal halide luminaries, and incandescent lights as specified in the "Bill of Materials" drawing. 8.1.3 Installation: Substation luminaries are to be installed on structures as shown on the "Conduit and Cable - Plan and Details" drawing. 8.1.4 Cost: Cost of furnishing and installing substation luminaries, complete with mounting brackets and necessary accessories shall be included under Bid Item R100. 8.2 STATION LIGHTING CONTROL EQUIPMENT BID ITEM R101 8.2.1 General: The Contractor shall furnish and install all lighting control, wiring and equipment complete with all mounting devices, fittings and other 0:\Florida Power R LightTalm Springs Win d\Specifications\Construction Speffriad Construction Spec) Am GS8-1 Ne i tez-a En ergy Reso ur*_,_Palm Springs Area Re •Po wez; Su -it chya-rdow des \ ECl i materials and equipment necessary to complete the installation as shown on the "Conduit and Cable Plan" drawing and "Bill of Materials" drawing. 8.2.2 Materials: The Owner shall furnish the following materials for lighting control equipment. a. Lighting Contactor: The Contractor shall furnish and install three (3) indoor, painted, general purpose NEMA 1 enclosure; 600 VAC, 27 amp, three -pole, mechanically held 120 VAC coil contactor; Square-D class 8502 as specified in the "Bill of Materials" drawing, or equal. b. Terminal Board: The Contractor shall furnish and install six (6) twelve point terminal boards, 30 amp, GE Type EB-25, or equal. c. Photoelectric Control: The Contractor shall furnish and install two (2) photoelectric control, 120 VAC, Ripley Company, as specified in the "Bill of Materials" drawing, or equal. d. Control Cabinet: The Contractor shall furnish and install control cabinet for lighting contactor, NEMA 12, ANSI Cl Gray, with 14" x 13" back panel as specified in the "Bill of Materials" drawing, or equal. e. Control Switch: The Contractor shall furnish and three -position, "Hand", "Off", "Auto" selector switch, Square-D class 9001, as specified in the "Bill of Materials" drawing, or equal. 8.2.3 Installation: The Contractor shall install lighting contactors and terminal boards in the control cubicle. 8.2.4 Cost: Cost of installing lighting control equipment and required accessories shall be included in Bid Item RI01. 8.3 IDENTIFICATION SIGNS AND SAFETY SIGNS ID ITEM R102 8.3.1 General: This item involves furnishing and installing identification, warning and safety signs. 8.3.2 Contractor -Furnished Material: a. The Contractor shall furnish and install phase identification signs lettered A, B, C. Material shall be 1/4" x 5" x 5" white Plexiglas. Lettering shall be black vinyl or paint, guaranteed for five (5) years, with lettering as specified herein. Provide 5/16" mounting holes at all four corners. Mounting locations are to be provided at a later date. U:''Tlorida Power & LightTalm Springs IVind\Specifications\Construction Spec\Triad Construction Spec -doc GS8-2 Nexterq Ener yResou-i" P'Im SpiingsArea Re Porvei; Switch ard0 des \ECl/ b. The Contractor shall furnish and install equipment identification signs; lettering and mounting location are to be provided at a later date. Assume that lettering will include two lines of text: 1) Switch Number, 2) Device Function, i.e. 34.5 kV DISCONNECT SWITCH for equipment number and function signs; and one line of text for Device Description., i.e. "LINE NAME XXX kV LINE". Material shall be 1/4" x 8" x 14" white Plexiglas for equipment number and function signs and 1/4" x 5" x 18" and t/4" x 5" x 5" white Plexiglas for device description signs. Lettering shall be black vinyl or paint, guaranteed for five (5) years, with lettering as specified herein. Provide 5/16" mounting holes at all four corners. c. The Contractor shall install four (3) station identification signs to be provided by Owner and mounted all four (4) sides of the substation. d. The Contractor shall furnish and install warning signs, fiberglass or steel porcelain -enamel 10" x 14", lettered "DANGER -KEEP OUT - HIGH VOLTAGE", Graybar "Everlast", or equal. All warning signs shall be bi-lingual --- English and Spanish. e. The Contractor shall furnish and install aluminum safety signs, 14" x 10", black vinyl lettering on white background as follows: "KEEP OUT - NO TRESPASSING". All safety signs shall be bi-lingual --- English and Spanish. f. Provide all necessary galvanized universal channel, "Uni-strut" or equal, and hardware for mounting identification and safety signs. 8.3.3 Installation: The Contractor shall install warning signs, two (2) on each side of the perimeter fence. The signs shall be mounted so that they are readily visible from outside the substation. All phase identification and equipment identification signs shall be mounted in a manner to avoid breaking or chipping of Plexiglas surfaces. The exact mounting locations of all equipment identification signs will be specified by the Construction Project Manager, however, signs should be directly viewable in the position required for switch operation. In addition, as is convenient equipment identification signs shall be viewable from the control building location where possible. The Contractor shall perform all required drilling and tapping of steel structure for mounting galvanized universal channels and hardware for signs. Phase identification signs shall be mounted on insulator support beams or columns at elevated locations and directly under buses as specified by the Field 0:\Florida Power & L.ightTalm Springs ' NN ind\Specifications\Construction Spee\Triad Constniction Spec ],doe GS8-3 Nexteiw Enerp-Resourc00Palm Spzings Area Re -Po wei, Suitchyard Oa des \ ECl/ " Project Manager. The Contractor shall perform all required drilling and tapping for mounting phase identification signs on steel structures. 8.3.4 Cost: Costs associated with furnishing and installing warning signs, equipment identification signs and phase identification signs with all required mounting accessories for a complete installation shall be included under Bid Item R102. G:\Florida Power & Lighi�Palni Springs Wind'�Specifieations\Construction Spec\Triad Construction Spec Ldoc GS8.4 NeYtera Energy Resourceopalm SpzingsArea Re -Power, Switchyard odes \ ECIAI� 40 9.1 CHAIN LINK FENCING (BID ITEM N100) 9.1.1 General: The Contractor shall furnish and install a complete substation chain link fence as shown on the "Foundation and Fence Plan" drawing and "Typical Chain Link Fence Details" drawing. Any existing fencing not being shared with another wind enerzy developer or electric utifily shall be demolished and replaced with new material. 9.1.2 Materials: a. Fabric: Fence fabric shall be 7 ft. high and shall consist of a minimum No. 9 USWG steel wire, woven into a 2 in, square mesh. Fence fabric will be placed to have approximately 6 in. clearance above subgrade. The minimum breaking strength of wire shall be 1200 lbs. The sides of the mesh pattern shall be approximately 45' to a vertical line and galvanized in accordance with ASTM A392, Class II. b. Line, Corner, Terminal and Gate Posts: Tubular material should conform to ASTM A53 Grade B, for round shapes and ASTM A500 Grade B or ASTM A501 for square shapes. Tubular posts shall be galvanized in accordance with ASTM A120. Roll - formed sections shall be galvanized in accordance with ASTM A123. As an acceptable alternative, thin walled fence pipe with a minimum yield strength of 50,000 psi, Allied SS-40 or equivalent, may be used. Line and corner posts shall be of sufficient height to; (a) accommodate a minimum of 7 foot fabric; (b) accommodate barb wire and bayonet arras, and (c) be embedded a minimum of 2'-9" into a 3'-0" deep concrete footing. Gate and terminal pull posts shall be of sufficient height to; (a) accommodate a minimum of 7 foot fabric; (b) accommodate bayonet arms or extend 1 foot extra for barb wire attachment, and (c) be embedded a minimum of T-9" into a 4'-0" deep concrete footing. 0AFIorida Power & LightTalm Springs Wind\Specifications\Construction Spec\Triad Construction Specl.doc GS9-1 Nexteia Enorgy ResourcOp"Im Spzungs.Axea Re"Powe1: Swztehyard *a des \ ECl/" Typical Fence Post Standard Pipe- Sizes Line Posts (2-3/8" O.D.) 2" Nominal End, Corner, Pull Posts (2-7/8" O.D.) 2t/2" Nominal Gate Posts (4" O.D.) 31/2" Nominal c. Top, Mid and Bottom Rails: All rails shall be steel and conform to the sizes and types specified for the specific type of application. Rails shall be galvanized in accordance with ASTM A120. Lengths should be minimum of 16 ft. Provisions for adequately joining lengths together and securing to end or corner post shall be compatible for the physical size of the top rail. d. Tension Wire — shall be 7-gauge coil spring wire located at top and bottom of fabric, and shall be PVC coated to match the fabric. Top wire shall pass through the barb arm on the line post. e. Barbed Wire: Barbed wire shall consist of two strands of 12-1/2 USWG steel wire with 4-point barbs at a maximum spacing of 5 in. apart. Wire shall be galvanized after weaving in accordance with ASTM A121, Class III. f. Bayonet Arms: Bayonet arms shall extend upward and outward from the fence at an angle of 45 degrees. There shall be provisions for three equally spaced lines of barbed wire on the extended arms. The uppermost wire shall be approximately 1 ft. vertically above the fabric. Bayonet arm shall be made of pressed steel or malleable iron and should be capable of supporting a downward force of 250 lbs. The bayonet arm shall be galvanized in accordance with ASTM A153, Class B1. g. Stretcher Bar: Stretcher bars shall be used for securing fabric to all terminal posts. One bar is required for each gate or end post and two required for each corner or pull post. Stretcher bars shall be galvanized steel bars not less than 1/4 in. x 3/4 in. and shall be approximately 1 in. less than the fabric height. h. Post Braces: Post braces are required at each gate, corner and terminal post. Braces shall consist of a strut, not less in size than the top rail, and a tension rod with turnbuckle. Tension rods shall be steel and have a minimum diameter of 3/8 in. Struts shall be secured to the adjacent line post at approximately mid -height of the fabric. The tension rod is also secured near this area on the line post and anchored near the base of the corner, gate, pull or end post. All bracing members shall be galvanized per ASTM 153. 0AFlorida Power & l_ightTalm Springs Wind\Specifications\Construction Spec\Triad Construction Specl.doc GS9-2 Nextera EnezgyResauzcPalzn Spzings.4zea Re Powez; Oyradeq i. Gate Frames: Gate frames shall be constructed of tubular steel members which shall be welded at the joints. All welds made to galvanized materials shall be painted with galvanizing repair paint. Additional horizontal and vertical struts may be required to provide for a rigid gate panel allowing for no visible sag or twist. Gate frames shall be made to have approximately 9 in. clearance above subgrade. Fabric for the gate panels shall be the same as the fence. Gate frame and bracing members shall be 1.9 in. O.D. (1'/z" SPS). Steel tension rods and turnbuckles may also be utilized. Gate frame shall have provisions for three lines of barbed wire above fabric. All gate frame material shall be galvanized in accordance with ASTM A120 and coated with 10 to 15 mils of PVC. Mounting hardware shall be painted to match the fence fabric and framework. k. Hardware:All fence and gate hardware shall be galvanized malleable cast iron or pressed steel and shall be coated with 10 to 15 mils of PVC. Fabric shall be secured to all terminal posts with 5/16" Hook bolts, specifically designed for that purpose, painted to match the color of the posts and fabric. Fabric shall be secured to all top and/or bottom tension wires with 9 gauge vinyl coated aluminum hog rings.Hinges shall be heavy duty and allow 150 degree swing of all gate leaves. Hinges shall not twist or turn under the action of the gate and shall provide ease of operation. Provide rollers, runners or track, and all other hardware required for sliding gates, if required on plans. Latches, stops and keepers shall all be heavy-duty construction of galvanized steel or malleable iron. Latches shall have a heavy-duty drop bar. The center stop shall be made to be cast in concrete and engage the drop bar. A keeper shall be provided which will secure the free end of the gate in the open position. Hardware shall allow for gate operation from either side with provisions for securing with padlock. Limit switches with adjustable lever arms shall be installed for gate alarms. To prevent easy removal and for other security reasons, bands, wire ties and clips for securing fabric to rails, line posts, terminal posts and tension wires shall be stainless steel "HI -SECURITY' locks shot into place with the appropriate gun and powder charge at intervals not exceeding 15" on the posts and 24" on the horizontal rails. These locks shall consist of the following: 1. Pin — AISI 1062 Modified or 1566 Carbon Steel, heat treated to a hardness of RC52-56 and a minimum tensile strength of 240,000 P.S.I. and shall be 1-1/4" long. Finish shall be a zinc Electro chromate plating of .003" minimum thickness, evaluated 0:\Florida Power & Light\Palm Springs Wind\Specifications\Construction Spec\Triad Construction Spec l .doc GS9-3 Nextera EuergyRr:suurcerPalm SpliugsArea Re -Power. Suitchyaxdo•ades \EC'li for corrosion resistance in accordance with Salt spray Test Specification ASTM B-117. 2. Cap -- No 304 Stainless Steel with a diameter of 1-3/16" +/-. 9.1.3 Installation: The Contractor shall employ competent fence erectors to install fence and accessories. Fence shall be constructed in a workmanship like manner. All posts shall be straight and true from corner to corner, paralleling the slope of the substation finish grade. Fabric shall be placed on the outside of posts, stretched taut and secured to posts, rails and tension wire. Fabric shall be secured to the line posts with wire ties or metal bands at maximum intervals of 14 in. Fabric shall be secured to terminal posts by means of the stretcher bar which is passed through the end loops of the fabric and secured to the terminal posts by metal bands spaced at a maximum interval of 14 in. The top and bottom edges shall be secured, respectively, to the top rail and bottom rail or tension wire with tie wires not exceeding intervals of 24 in. Where mid rails are installed, fabric shall also be secured with tie wires not exceeding intervals of 24 in. Fabric for fencing shall all be either a left-hand or right-hand weave. Rolls of fabric shall be joined together by weaving a single strand into the end of the roll to form a continuous piece. The spacing of the line posts shall be equally spaced, not exceeding 10 feet and shall conform to spacing shown on Foundation and Fence Plan. All post placements shall be measured parallel to the subgrade and be placed in a vertical position except as may be specifically designated otherwise. Concrete for setting posts and accessories shall conform to requirements of these specifications. All post holes shall be clean, and loose material shall be removed before placing concrete. Concrete shall be placed up to finish grade around each post. Note that the fence posts will be placed before installation of crushed rock surfacing. The concrete shall be formed for the top portion from subgrade to finish grade (top of crushed rock surfacing) and tooled against the fence post to direct drainage away from the post. The minimum diameter of holes for all posts shall be 12 inches. The minimum depth of footing holes shall be as shown on the "Fence Details" drawing. 9.1.4 Cost: The Cost of furnishing and installing all materials required to complete the perimeter fencing as shown on "Foundation and Fence Plan and Details" drawings shall be included under Bid item N100. CT\Florida Power & Light\Palm Springs Wind\Specifications\Construction Spec\Triad ConstmOt101t Spec Ldoc GS9.4 Nextera EuergvHesource`�Palm SpzizzysArea Re-Powez; SwitehyardW des X ECl/ 10.1 MODULAR CONTROL BUILDING 10.1.1 Delivery and Installation: The Seller, JoaQuin Manufacturing Corp., shall deliver a modular control building to the Jobsite and shall place on the foundation pad. Title shall not pass until the Control Building has been inspected on the pad by the construction manager. 10.2 CONTROL BUILDING ACCESORIES BID ITEM P100 : 10.2.1 General: Contractor shall furnish and install a first aid kit, and shall install an eye wash station provided by the Seller. 10.2.2 Material: Contractor shall furnish and install the following materials: a. One (1) first aid kit, Lab Safety Supply, #QW-10430, or equal. b. One (1) ANSI -compliant eyewash station to be installed in the general area of the station battery. c. A 4' X 6' whiteboard. d. Two (2) stools with adjustable seat height and back support. 10.2.3 GEC Cost: Costs associated with furnishing and installing materials listed above shall be included under bid item P100. 10.3 POWER DISTRIBUTION EQUIPMENT (BID ITEM P101) 10.3.1 General: The AC panels, DC panel, fused disconnect switches, automatic transfer switch, battery rack, battery pan, control house lighting and other similar devices shall be furnished and installed by Seller. Contractor shall complete the wiring, conduit, cable tray and wall duct for the AC & DC systems including the distribution panels and battery system. 10.3.2 Station Battery: Contractor shall install one (1) C&D station battery, 60 cell, 125 VDC, 50 AH, wet charged, and accessories furnished and shipped to the 0A TIorida Power & LightTalm Springs Find\Specifications\Construction Spec\Triad Construction Specl .doc GS10.1 Nextera EnergyResour*,Palm Sp2ingsArea Be -Power,. SuitchyardW des \ ECl/ ' site by the Seller. Installation will also include removing station batteries and chargers from crating. 10.3.3 Battery Chargers: Contractor shall install two (2) battery chargers furnished and shipped to the site by the Seller. 10.3.4 Cost: Costs associated with furnishing and installing materials listed above shall be included under bid item P101. OAFlorida Po1Yer & Light\Paltn Springs Wind\Specifications\Construction Spec\Triad Construction Specl .doc GS10-2 Nextera Energy Resoarr,OPadm SyzingsArea Re Tower, Switchjard*rades IN ECIIIOI� 11.1 SUBSTATION TESTING AND COMMISSIONING 11.1.1 Substation Testing and Commissioning (Bid Item Z100) Substation Testing and Commissioning shall be performed in accordance with FPL Energy's standard specification found in the Appendix: 11.1.2 Cost: Costs associated with Testing and Commissioning shall be included under Bid Item Z100. OAFlorida Powcr & Light\Palm Springs Wind\SpecificationslConstruction Spec\Triad Construction Specl,doc GS11-1 Nextera Energ.yResnrzrre3�Palm Spzjn,:sArea Re-Powez; SwiteA ardtg"des \ E'ClZ APPENDIX OAF-lorida Power & LightTalm Springs Wind\:Specifications\Construction Spec\Triad Construction Spec Ldoc Appendix Nextera Energy Resources —Palm .5p nn,,Area Re •Pcu er, Switch f and Upgrades • �\ ECl/ r� Detailed GeoTechnical Report ice. Final Geotech Report LGE100031 Palm 5 p:Tlorida Power cos I.ight\Palm Springs Wind\Specifications\Construction Spec\Triad Construction Spec I .doc Appendix Nextera Energy Resources — Palm Sp,#Area Re -Power, Switchyazd Upgrades 0 \ ECI1 BILL OF MATERIALS TRIADBOM—Rev4.pd f p:\Florida Power & LighfTalnt Springs Wind\Specifications\Construction Spec\Triad Construction Spec l .doc Appendix � extera EnergyResoun-es — Palm Sprir Arc a Re -Power, Switchyard Upgrades 0 \\ ECI,/ CABLE PROCUREMENT SPECIFICATION NextERA Palm Springs Cable Procure 0AFlorida Power & LighfTalm Springs Wind\Specifications\Construction SpeciTriad Construction Specl.doc Appendix NexteraEnezgyyResorzroes-Pslm SprinoAreaRe•Pow•er, Swirchyard Upgrades Eel Id' } Manufacturer's Drawings Have Cadd input pdf s here O`\Florida rower & Light\Palm Springs Wind\SpecificationslConstruction Spce\Triad Construction Speci.doc Appendix Nextexa EnYzgyResources — Palm Sprin#Axea Re -Power, Switchyard Upgrades 0 \\ ECl/ 10 kW Standby Generator 2Renwind & Carter Standby Generators.p( O:TloridaPower & LiOITalm Springs Wind\Specifications\Construction Spe6lriad Construction Spec l.doe Appendix r Nextera Energy Resources — Palm Sprirl9rea Re-Powez Switchjwi-d Upgrades 0 \\ ECl/ Substation Electrical Testing and Commissioning FPL Energy Wind Farm Substation Eled O:\Florida Power & Light\Palm Springs Wind\Specifications\Construction Spec\Triad Construction Spec Ldoc Appendix 10 0 0 meg ral, inc. Structural Engineering Studio LO 2 No. Csww CIVIL OF C-;T-�-Ylbrwl ( (revised) Structural Calculations for: Neztera Aldrich Shelter qt TC2 )A 0 Riverside County, CA Job Number 10063 2010-11-16 APPROVED Rniew of three and'or does wt plus "'.ficd= Althorize or appwc My dnix6on fi= of state laws of Apphsabla local PA #TRA- FEB 2 8 2012 WE Reviewed �y TjL A=W Ik Asso6— Inc TWO= (574)2"43 M Ba 1011 M4 IS'46515 essential to completeness, 12590 31. street boulder, colorado 80301 303 495 5206 v 303 495 5276 f wmV.12strurtural.com 0 ntegTal, inn. Structural Engineering Studio Date: 2010-09-02 By: TJW Project No: 10063 Project Name: Nextera Aldrich Shelter Location: Riverside County, CA I. References 1. Architectural Drawings by Joaquin Manuf received 2010-060% 2. CBC 2007 d7. 1:5 3. ASCE 7-05 4. AISC ASD/LRFD 2005 5. AJSI 2007 II. Materials 1. Steel 1. Fy - 36 ksi (typical) 2. Fy = 46 ksi (HSS) 3. Fy = 50 kai (W-, WT-) 4. Fy = 33 ksi (light gage sheet 33 - 43 mil) 5. Fy = 50 ksi (light gage sheet 54 - 97 mil) design criteria III. Loads (Occupancy Category = Ill) V 1 Dead 1 Roof: Framing OVCrframing 6.0 3.0 psf psf Sheathing 4.0 psf L APPROVF-D WM of dw= pi" and'ot 1peci5cadons don not Insulation 1.0 psf azffiari= or approve any de%-W'1on from requIrancos Ceiling 2.0 psf 5 of State lays or vpUablo ImL ores. M/E/P 1.0 psf PA # TRA- Miscellaneous 3.0 psf W. FEB 28 2012 Total 20.0 psf DAn 2. Floor: Rcvkwed BY Framing Sheathing 8.0 10.0 psf psf TX A=M nasaiaas.TaaTelm (574W4-0745 1,,0, Ek. I OSI 0�bM IN *515 Insulation M/E/P 1.0 1.0 psf psf Miscellaneous 5.0 psf Total 25.0 psf 3. Wall: Framing 3.0 psf Sheathing ext 4.0 psf Insulation 1.0 psf Sheathing int 2.0 psf M/E/P 1.0 psf •1aOWL Zo la n°I •0'L 11 vj Miscellaneous 4.0 psf Total 15.0 psf 2. Live 1. Roof LL = 40.0 psf (per Owner) 2. Floor LL - 200.0 psf (per Owner) 3. Snow 1. Pg eq = 51.9 psf 2. Is = 1.1 3. Ct = 1.0 4. Exposure - partial, terrain = C » -Cc = 1.0 5. Pf=0.7xCexCtxIsxPg-40psf 4. Wind 1. Ws=95 mph 2. Exposure = C 3. lw = 1.15 5. Seismic I. le = 1,25 2. Seismic Design Category = D 3. R = 6.5 (bearing wall system with metal sheathed steel studs) 4. F = 1.0 (one-story) 5. Simplified Method 6 Ma en t 'al W' t 17- eAgh s• 1. Steel = 490.0 pcf APPROVED Rnirw of these plans aad'or speal5ewaoa does not 7. Lifting anhoaze or appmva aal' dniauoa from rq eml loaf a mcn. I - Lifted full of Sty 111%, or *liable 2. Impact = 1.25 t. , PA # TRA- ry 8. Deflections FEB 2$ Z012 1. Roof n ' TL � L/ 180 LL = L/ 240 �r- - - 2. Floor Raviewrd By TX Amold B: Assaciaaa, lac. Telepboa (574W-0745 TL - L/ 240 , yo. a= loll Mott IN14015 LL - L/360 3. Walls �t>.'•r.t:�;rrxrs+ls x 4 WL = L/ 120 -T%A f c At w� KttwS - qZoo-1 G 9 c Vk qq UQ e- Integral, Inc. Job # 10063 Sheet #: Structural Engineering Studio Date: 2010-09-02 By: TJw WIND LOAD IBC 2006, ASCE-7 2005 roof slope = 1.00 :12 Importance = 1.18 Design Wind Pressure Exposure = C MWFRS Come2nenla Comp2nents rhangs Velocity (3sg) = 90 End Mid Roof WON Roof Kzt = 1.0 Wall Roof Wa8 Roof Mid End Comer Mid End Mid End h ft (lambda 12-81 6.7 6.5 4.01 14.6 24.4 36.8 15.8 IU 21.0 34.6 0'-15' 1.21 Q.L.0 9.3 11,8 5.6 20.3 34.0 51.2 22.0 (27,11 29.2 48.1 15'-20' 1.29 19.0 9.9 12.6 5.9 21.7 36.2 54A 23.4 'M6 31.2 51.3 20'-25' 1.35 19.9 10.4 13.2 6.2 22.7 37.9 57.1 24.5 30.3 32.6 53.7 26-30' 1.40 20.6 10.8 13.7 6.4 23.5 39.3 59.2 25.4 31.4 33.8 55,7 Xr-35' 1,45 21.3 11.2 14.2 5.7 24.3 40.7 61.4 26.3 32.5 36.0 57.7 36-4U -1-49 21.9 11.5 14.6 6.9 25.0 41.8 63.1 27.1 33A 36.0 59.3 40'-05' 1.53 22.5 11.8 15.0 70 26.7 42.9 64.7 27.8 34.3 36,9 60.9 45'-50' 1.56 23-0 12.0 15.2 12 26.2 43.8 66.0 28-3 WO 37.7 62.1 50'-55' 1.59 23.4 12.3 15.5 7.3 26.7 44.6 67.3 28.9 35.7 38.4 63.3 66-60' 1.62 23.81 12.51 15.8 7.5 27.2 45.51 88.61 29A 36.3 39.1 64.5 horizontal perpendicular to element; A=10 sf perpendicular to element; A=10 sf JReyviers APPROVED Of th= plans and'ar speaifariam dots not = 1w ' e w Orepprmc am del7auoa f om r q rm Of .SM Iavm 0r apply■able local 0 ag, l t. >w FEB 2 &1011 RxyiewW By TR Amoid It A-ia^ 1% fdepho� (174}ZW-0741 P.O. liar mil adwly IN 4015 �' Mntegr-al, inc. Structural Engineering Studio Val 1 f4p �Vi��koP 2- 1 NC-1- v e 9v MoN Kd- a195 IYI fI, * GAL G 1.15 0,85 Mvi f" It G{G 4.a pAp,-r�9�.�.y �,►,Gcc���o C. cf; q k = 41002sap Yz Ye 1 { _ L by: -nw 0 sheet: JA of date: Zom • 1• 17— project no.: OO U 3 13 v PS IF i&.o psr- a— m W" `p R ►, [C(TS) CGG, �� zs - �s F o--- G 44C, IA bdtK 1r,�ss -tK,f�N r APPROVED Review of dux plans and'or spmi&wxm does not am6a6u or rove any deviation from nqe of State laws or appliaa6l6 local aces. PA N IRA- FEB 282012 ,�• i{�i�AG iN�� By f TA A=W k Amwiema, Inc. Telap m (974p6m4! I "r " P.O. Ban 1011 Fkhmt, IN 463 15 1 . 75 Manhattan Drive #200 Boulder Colorado 80303 303 495 5206 v 303 495 5276 f www.i2structural.com 0 0 A 10063 Nextera Aldrich Shelter Thu Sep 02 21:54.34 MDT 2010 Conterminous 48 States 2006 International Building Code Zip Code = 92258 Spectral Response Accelerations Ss and Sl Ss and S 1 = Mapped Spectral Acceleration Values Data are based on a 0.009999999776482582 deg grid spacing Period Centroid Sa (sec) (9) 0.2 1.900 (Ss) 1.0 0.872 (SI) Period Maximum Sa (See) (9) 0.2 1.900 (Ss) 1.0 0.872 (SI) Period Minimum Sa (we) W 0.2 1.900 (Ss) 1.0 0.872 (SI) Conterminous 48 States 2006 international Building Code Zip Code = 92258 Spectral Response Accelerations SMs and SMI SMs =Fax Ss and SMI � Fv x Sl Site Class D Period Centroid Sa (scc) (9) 0.2 1.900 (SMS, Fa — 1.000) 1.0 1.309 (SMI, Fv = I.500) Period Maximum Sa (Me) (9) 0.2 1.900 (SMs, A=1.000) 1.0 1.309 (SMI, Fv =1.500) Period Minimum Sa n•, (see) (8) APPROVED "• 0.2 1.900 (SMs, Fa = 1.000) Review of ftz plans And/or 906cations does sot .: 1.0 1.309 (SMI, Fv=1.500) Of true or �provc aoy deg as N, Of tde e Conterminous 48 States PA # TILA- 2006 International Building Code Zip Code = 92258 Ee FEB 28 2012 Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI 2/3 x SMI Site Class U Reviewed By Period Centroid Sa seo 3 T1t A=W & AeiMlm T� (l74P64�D743 P.O. &u 1011 MhA IN46513 (sec) (9) 0.2 1.266 (SDs) 1.0 0.872 (SDI) _. __� ...,......,;r Period Maximum Sa (sec) W 0.2 1.266 (SDs) p 1.0 0.872 (SDI) Period Minimum Sa (sec) (8) 0.2 1.266 (SDs) 1.0 0.872 (SDI) 0 0 �00 (o � 5 A -VA 10"AA I ................ • k'1e".Inc, 10083 Sheet $buarkal Fa101 mft skids 20104M y. TJW JOAQUIN 14PIECE STEEL SHELTER INPUT:WON ANX 1y ehe9mkrg 60 k5i 34 ku 60 kei ry raner890ia0w4lu0s 36 ksi 36 ksi 46 ksl Ome0a shllaM q 0.760 0.760 0.760 omepe raMrs(pisafatude 0.600 CAN 0.647 E rsfters/IoislsraWds 20000 Itel 29000 kd 29M kei L= III III Is ft is ft W a 9A67 ft 9.9s7 ft 9.697 It H= 10ft 10a 10 ft a = 10 In 24 in 10 In dead. 20 Pat 26 Pal 15 Pef anowllive/v ind - 40 pat 200 Pet 27.1 pd Imporumce= 1 1.1 1 1 1.15 hnpso = 126 1.25 WA McTLxL= ta0 240 Ile deltaLLxL= 240 360 120 whirl MWFRS 17.8 Oat seismic SOS 1.266 Wwrac R 6.5 Seismic kopertanoe 129 Span 6wedge beam CON It L W shear 12.000 6 W net shear 7.000 ft Span fto aim ft W header 4.000 ft Lftd II}emW.. 1-RAI floor 1,000 CALCULATIONS: Shwftnq. w= 0.080 klf 0=5 w 0.042 k1f V= O.WO k 0M5 k 0.020 k M- 0,013 k-ft 0113 kit 0,009 k4 fb = 37.500 Imi 27.000 kai 37,500 ksl Sreq = 0.004 W3 0.050 W3 0.003 InA3 avq = 0.040 in 0.150 In 0.039 In Sire 54 mY 0.1875 In 43 mII RelbnrllWeWskrda: w= 0.080 Ito' 0.450 kk 0.036 W it 1.000 V. 0.387 k 2.176 k 0.181 k L IM000 M M= 0 M k-ft 5.257 k-ft 0.492 k-11 r 1.100 m fb- 21.600 ksi 21.600 kei 30.867 ksi roe 1o0ast Sreq = 0,519 W3 2920 k1A3 0.177 W3 FA /6Am kd Ireq TL= 0.841 kW 6.300 W4 no " A 1.07eIM2 Ireq LL = 0.748 kW 8.411 irN 0.198 h 4 Poll 18.692 k e= s7 u, s.s•0 P= 0,387 k 0= 0.227 ok Sae 03x3.5 COx9.2 HSSWA/9 w0. 7oe in... Beam Wak Header Fluor Edge roof overhamilm w= 0.290 1.528 k1f 0.wo wr V= 0.5w 6,110 k 0,193 Idf M: 0.560 12.220 k-ft 0.234 k-6 1b = 21.800 21.600 kei 21.600 MW sreq = 0.322 8.789 inA3 0.130 W3 Iraq TL- 0216 12.136 M-4 0.105 W4 Iraq LLR 0,192 16.181 h1W 0.093 " Sae HS53rG wI6 MI1.5 L3X2X3/16LLV (SUPPORT AT IQ point Lateral: NS EW Vr seismic IM Ib 1992 1b r__.I .• :,:,:'+„'.^.F.ir s^i;.: Vrwird 1424 Ib 860 m APPROVED v omega = 2.5 aega or 2.0 w4rd 145 pH ,5 PR 2.4 J Renew of thc9c plans and'or rad0us dues out P = 485 /omega n 94 194 df OK 194 p8 OK r mdxiri= or e any de17>m�from Of State lawis or apphuble local au M. LINrq: g: ' � � Shea8kn0: W, 0.025 kit 0.281 Idl NA - PA# TRA V = 0.017 k 0.201 k M= m= 0.900 k-ft 37.800 kei 0.141 k 27,000 kW ei ksl• i� FEB 28 2012 Sreq ` 0.002 W3 0.083 W3 W3 seq = 0.030 In 0.177 in In Sae 33 mk 0.1875 In ga •� R96eri1j0V6tele5/ds: R.evtewod By w = = 0.033 Id 8.583 Idf NA kH T.A pm0ld &. As V M • 0.161 k 0.389 " 2.719 k 6.571 kit k k-ft P.O. Box 1021 Mart, IN 46515 fb r= 21.600 ksi 21.600 kei kal Sraq = 0218 W3 3.650 W3 e4 Ireq TL - 0.350 W4 7.865 W4 W4 4 � ."'•,."'... IMq LL- 0.312 k114 10.514 bt"4 In14 Sas C34.5 0O4.2 Beam Wa4 Header Fleer Edoe w= 0,121 1.334 ON V Q 0.302 5.337 It M - 0.302 10,674 kat fb- 21.6W 21.eW kei Sreq = 0.188 5.1130 kr13 Iraq TL - 0.090 10.000 kr" 4 Ireq LL= 0.080 14,133 " Size MAW 10 CBx11.5 MJ r E BUILDING ENERGY ANALYSIS REPORT j PROJECT: Nextera Energy Palm Springs, CA Project Designer: Joaquin Manufacturing 6900 Elm Street Commerce, CO 80022 Report Prepared by: Mario Bertacco NRG Compliance, Inc P.O. Box 3777 Ar- Santa Rosa, CA 954 707-237-6957 • �5 Job Number: 10-11001 Date: 11/9/2010 APPROVED R,,i,, of these plans and or smi5capoos does not arthanw or apprme env, de%iatioo from M%=CM of Sw laws or appti 1� M' pA 0 TRA > FEB 28 2012 }4 ReriEwed BY Tit, AMU & Assoe;ater, lnc. Tilepboee (514WA-V45 p.0. llm logl UharS IN 46515 The EnergyPro computer program has been used to perform the calculations summarized In ibis compliance report. This program has approval am is authorized by the Callfomia Energy Commission for use wtih both the ResiderWal and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by Energy—%k LLC — www.energysotL=rn. FnsenavPM 5 1 by Frxrmv5oft tjmw Number: 5581 RunCode. 201411-09T14.58:13 ID: 10-11001 TABLE OF CONTENTS Cover Page Table of Contents Nonresidential Performance Title 24 Forms Form ENV-MM Envelope Mandatory Measures Form LTG-MM Lighting Mandatory Measures Form OLTG-1-C Certificate of Compliance Form OLTG-2-C Lighting Compliance Summary 4M 1 2 3 12 13 14 18 APPROVED Ft%iew of these plain and'or qVific4dons 00cs not Udorim or - p_m_ ve MY de 7 Fan of Stale for applicable 0 PA#TRA "'? FEB 28 2012 WE Reviewed By T.R. A=W &. AMWM 1w. Te4h= (374P"45 P.O. Boa loll MhA IN45313 • • PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERFAC Project Name Date Nextera Ener 1 VW010 Project Address (moo Tone Total Cond. Floor Area Addition Floor Area Palm Spdngs CA Climate Zone 15 160 n/a GENERAL INFORMATION Building Type: 0 Nonresidential 0 High -Rise Residential 0 Hotel/Motel Guest Boom ❑ Relocatabie - Indicate O spElfic climate zone El all climates Phase of Construction: 0 New Construction ❑ Addition ❑ Alteration STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts t and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation author hereby certifies that the documentation is accurate and complete - Documentation Author;n Name Marra Berlacco 5fgnature �pany NCe RG ODMPAW , Inc Date 11/ttt2010 Address P_Q Box 3777 Phone 707 237-6957 C418tate/Zfp Senha Rosa, CA 95402 The Principal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the energy efficiency requirements contained in sections 110, 116 through 118, and 140 through 149 of Title 24, Part 6. Please check one: LNY. LTt3. IMECH. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to ❑ ❑ I:1 sign this document as the person responsible for its preparation: and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. I affirnomt I am Y ►y 4�t 3 of the Business and Professions Code by section r 67372 to s n this document as the person responsible f preparation; and that 1 am a licensed :Mcontlrnr Ih rk APPROVED i I am °1r In�°f� cgs dQn not and Pro Code to sign this document It pertairtt#t uoe e�kl-oilwair{adbecubed as a pursuant to Business and Professions ns 5537, 5538 and 6737. Principal Envebpa De er PA # IRA- } Name (� CS Ee. 701SlgnaWre. Company Joeqan M e Address 8900 Elm Sheet t, # Cftyll�o►n /sp Crrrerce, CO woo R�•iewod By hone Principal finical D ner AS4 m P.O.9aa 1091 F]Irhat, IN 46515 Name tzt J � Company Meadardcal CoffqAwwe Not In the Scdpe'bY Data Address Licence # wstagwPhone Principal Llgtltting Designer Name ew 4� f5igr>ati, ,1/(/(J Company ,tosquin Menufactwing ate Address BA00 Efm Sheet Licence # CW/SMWZip Corrwrw,., CO 90022 Phone INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box If worksheets are Included ® ENV-1 C Certificate of Compliance. Required on plans. ❑ MECH-1 C Cerimcate of Compliance. Required on Plans. ® LTG-1 C Certificate of Compliance. Required on plans. ❑ MECH-2C AinfWater Sidel8ervice Hot water & Pool Requirements. 0 LTG-2C Lighting Controls Credit Worksheet. ❑ MECH-3C Mechanical Ventilagon and Reheat_ Q LTG-3C Indoor Lighting Power Allowance. la MECH•5C Mechanical Equipment Details. 6.1 by EneWSoft User Number.' 5581 Runt odar 2010-11-09T14:58:13 ID: 10-11001 Page 3 of 18 PERFORMANCE CERTIFICATE OF COMPLIANCE Project Name Nextere Energy ANNUAL TDV ENERGY USE SUMMARY kBtu/s ft- r Standard Proposed Compliance Enernv Comnonent Dealan Deslan Margin Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process Process Lighting TOTALS 6.40 11.18 -2.78 195.97 214.13 -18.16 51.47 55.11 -3.64 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 83.95 55.97 27.98 64.10 64.10 0.00 0-00 0.00 0.00 0.00 0.00 0,00 403.89 40a49 3.40 Part 2 of 3 PERF-1 C Date 1IM010 .. - Heating Cooling Fans Heat Rej i Pumps DHW Lighting Receptacle Process - Process Ltg Percent better than Standard 0.8 0.11 % excluding process) BUILDING COMPLIES Building Orientation (M) 0 deg Conditioned Floor Area 150 sgtL Number of Stories 1 Unconditioned Floor Area 0 sgtt. Number of Systems 1 Conditioned Footprint Area 160 sgft Number of Zones 1 Natural Gas Available On Site Yes Front Elevation Left Elevation Rear Elevation Right Elevation Total I Roof Orientation Cross Area M) lea (E7 T00 (s) 100 (VY) 100 wo 1W sgft. sgft. sgft. SO• sqft. sqft- area 10 sgft. sgft. sgft. sgft. sgft. sgft. Glazing Ratio 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 0-0! Standard Proposed Prescriptive Values for Prescriptive Lighting Power Density 1.200 W/sgft. 0800 W/sgft, Comparison only. See Prescriptive Envelope TDV Energy 10,559 1$284 LTG-1 C for allowed LPD. mohm m orapp-can.' de»ation from requircmcois of State laws or appli le local ur8nances. ;R. 1 1/�E A # P•IRA � Y. FEB 28 2012 " l ` mewed By ` TX A=V & Associates, ix, Telephone (574W4-U45 f �rs PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1 C Project Name Nextera Energy Date 111912010 ZONE INFORMATION System Name Zone Name Occu nc T Floor Area s ft. Inst. LPG /s ' Ctd. Credits s Allowed LPD Pmc. Loads /s Area /s a Tailored /s a HVAC System Zona 1 Indusblal l4trk, Predadan 160 0.800 Notes,1. See LTt3-iC 2. Sae L 672-0 3 See LTG-7C 4. See LTCi-4C terns marked 4m aster sea LTG-1-C b others adhere Items above require special dornanentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enfercamwrt agency should pay special attwntlon to the Items specified In this checkllsL These Items require spechd written Justification and documentation, and special vedflcalfon to be used with the performance approach. The local enforcement agency determines the adequacy of the ju9Uficatlons, and may rejact a building or design that otherwise complies based on the adequacy of the -special Jusitficaflon end documentation submRted. The Roof R-21 Roof Reflectance = 0 30, Emittance = 0.75 ahafl be rated and labeled by the Cod Reof.Rq►lnp fn . with Sacdon 10-113 0 po Review of these plans and'or spwilicalicu does sac (IT rpprvvC aay of IM laws or ivabl local 0 }M F 1 li k 1� ' ` 11r.Y1�01 end Byf. 1 �• E.O. Box I as I Mhhen, IN 46515 t to The ertcepdonal features listed In this performance approach application have specifically been reviewed. Adequate written Justification and documentation for their use hors 6awr provided by the applicant. Authorized Signature or Stamp EnergyPrp 5.1 by EftrgySoft User Number. • 5581 RunCodo. 2010.11-0IITM58:18 10: 10-11001 page 3 of 18 CERTIFICATE OF -COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Date P1We N.— 111912010 Nextere Energy =777 Project Address Climate Zone Total Cond. Floor Area Addition Floor Area Palm Springs 15 160 n/a GENEFIrL INFORMATION Building Type: ® Nonresidential p High -Rise Residential Q HoteVMotel Guest Room ❑ Schools (Public Schad ElRelocatable Public School � � Spy ❑ Unconditioned Spaces Bldg. ❑ Skylight Area for Large Enclosed Space z 8000 ft2 (If checked include the ENV-4G with submittal) Phase of Construction: 0 New Construction CI Addition 0 Alteration Approach of Compliance: Q Component 0 Overall Envelope Cl Uric n tiorred (file affidavit) Front Orientation: N. E, S. W or in Degrees: Odap w K ;; ° � m co ° _ -m a ur 3 LL � IL q a q LL Te Aaaemb 7 a' O F 0 1 qyp 12B (N) 0.074 R-10 4.3.1-M New 2 liar 32 (N) 0-500 /n 4.5.1-A3 New C 3 Wall 100 (H 0.074 R-19 4.3.i-A5 Now rE3 C 4 Wall 16t1 (S) 0.074 R-19 4.3.1-A5 New C 5 Wbo 100 (E) 0.074 R-10 4-31-A5 New C 6 Root fB0 (M 0.042 R-21 4.2.1-A5 New 0 C 7 Fkror 7B0 (N) 0.03 R-191 4.4.1-A4 New ❑ C 1. See Instructions in the Nonresidential Compliance Merratl, Pepe 3.96. 2. If Fail, then describe on Pape 2 of fhe Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. a A ,01 Feneat acton ° r9i rC r� Q aI U 1. See Instructions in tha Nonresidential Compliance Manual, pagr,r9; �r„- _. _ * to co 2. M Fart then describe an Page 2 of the inspection Checklist Form and take appropriate action to correct Verity building plans if necessary. MA NL! 10nl Pace 6 of 18 • • CERTIFICATE OF"COMPLIANCE (Part 2 of 3) AND FIELD INSPECTION ENERGY CHECKLIST ENVA C Project Name Nextere Energy Date 111912010 ROOFING PRODUCT COOL ROOFS (Note if the roofing product is not CRRC cerfi ied, this tmrrtpliance approach cannot be used)_ Go to Overall Envelope Approach or Performance roach_ CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REOUIREMENTS: Pass Fail' N/A ❑ Roofing compere aM required In tbincalle Tortes 1 and16 with a Low -Sloped. 2:12 pitch or less. 0 p 0 0 Roofing compNarice mt required In CHmde Zone 1 with a Steep -Sloped with lase than 5 W. Greater than 2:12 pitch. 13 ❑ 13 ❑ Low-Gloped Wood framed roofs in Climate Zones 3 and 5 titre exempted, solar reflectance and thermal amittance or SRI that have a U-factor of 0.039 or lower. See Opaque Surface Details roof assembly, Column H of ENV-2C. ❑ 0 ❑ 0 Low -sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal eminence or SRI that have a U-factor of 0.048 or lower. See a Surface Details roof assambIX below, Column H of ENV-2C_ 13 0 ❑ ❑ The roof area covered by building integrated photovoltaic panels and building integrated soar thermal panels are exempted Solar reflectance and thermal amittance or SRI, see spreadsheet calculalor at 2X2j e2 0 0 0 0 Roof conequciiom that have thermal mass over the roof membrane wtth a weight o1 at least 25 are exempt tram the Cool Roof criteria below. 0 0 13 0 High-rise residential buildings and hotels and motels with low -sloped roots in Climate Zones 1 through 9, 12 and 16 are exempted from the ""loped mu&g criteria 0 ❑ ❑ 1. If Fail then describe an this page of the Inspection Cheddist Form and take appropriate action to correct. Verify building plans N necessary. CRRC Product ID Number' Roof Slope s 2:12 -oM12 Product Weight c 51be a Bb/ft' Product Type2 Aged Solar wectance3 Thermal Emmitance SRP Pass Fait R-21 Roof ® I] 0 0 0 4 0.30 0.75 0 0 I3 o U 13 04 I3 a ❑ 13 0 IJ 134 ❑ 0 Q 0 ❑ 0 4 134 13 ❑ ❑ ❑ ❑ I3 4 0 ❑ 1. The CRRC Product ID Number cats be obtalned from the Cod Roof Rating Council's Rated Product Directory at www. r 2. Indicate the type of product is being used for ft root top, i.e. single-pfy Fool, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available In the Cod Roof Rating Counal's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.74bww— 0.2) to obtain a calculated aged value. Where p Is the Initial Solar Reflectance, from the Cod Roof Rating Councirs Rated Produd Directory. 4. Check box N the Aged Reflectance Is a calculated value using the equation above. S. The SRI value needs to be Caiculated from a spreadsheet calculator at hUPj wvn ,energy,i:s.aov/dIIe24/ 8. 0 Fail then describe on this page of the lnspocW Checklist Form and take qRptMriate action to correct, Verify building ans ii necessary, To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or [overage recommended by the coatings manufacturer and meet minimum performance requirements listed In §118(i)4. Select the applicable coming: 0 Aluminum-Pigmerded Asphalt Root Coating 0 cement Basod hoof coating CI Other DI ncles- APPROVE of B erukacine ar Pans ZIM or eabam dos no RB or a}rpli a PA It _ i z: FEES 28 312t , P,O. Hex 101117khat, IN g6S11 , i User Number. 558 Ru Code: 2010-11-09T14.56.13 /D: 10-11001 Pace 7 of 18 CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENVA C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Nextera Energy Date 111912010 FGa U red Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Fisted below Is the acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site -built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §1 a103(b) of Title 24 Part 6. The field Inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV 2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV-2A Test Performed By: Fenestration Products Name or ID RequIrIng Testing or Verification Area of like Products Building Envelope Acceptance Test El 13 11 13 E3 13 13 13 .air:.4,y`=- : a' ❑ APPROVE O P r from ❑ Of Stne Lswj or Grp ► eom OrCREMACM.t ❑ 0 r! l EFEB 1103 TX AMW & AswiIM Iw. Te bogie (57*W4V45 13 E3 1. 5.1 bV EnergySaft UserAkimber: 5581 RunCode. 2010-11-NTII:3A:13 ID. 10-11001 Page 8of 18 • • CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG-1 C Project Name Date 1 11/9/2010 Nextera Energy INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Certificate, LTG-1- INST Retain a copy and -rify form is completed and signed.) Field Inspector ❑ Certificate of Acceptance, LTG-2A and LTG-3A Retain a co and veritytorm is completed and s" red. Field Inspector C] A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Ughting Power listed on this Linhfina Schedule is on for: 91 CONDITIONED SPACE ❑ UNCONOMONED SPACE The actual indoor Rghting power listed below includes all Installed permanent and portable lighting systems In accordance 0 with §146(a). Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included In the 0 calculation of actual indoor Raining power density in accordance with the Exception to §146(a). All portable lighting In excess of 0.2 watts per square foot Is totaled below_ Luminalre Lama Ballasts Installed Wafts A B C D E F a H How wattage Wald Was determined In rz m None a e FCEC V m P X or Rbm Complete Lrarinaire Descriptions - Iw, E (Le, 3 lamp lluorescard "tier, 3 ra 5 3 Tan F32T8 one dimmable elaaror lc ballasts NA9 Ship f light 32.0 0 1 ❑ 4 128 .. © : .3 ❑ o la 11 ❑ ❑ : ©. GI ❑ ❑ ©' 17 ❑ 13.: o ❑ 0 © O. ❑ ❑ a .o: ❑ ❑ o ❑ ❑.::d. 7 .h ❑ ❑ plans �a'or fig— does bet "� ❑ ❑ ; 0• •' O Moon, IC lnws Ok La ablc local or$eaaua. ❑ ❑ .13 D'' PR 2 012 °A ❑ o 0 0. ' o o n ' o Reviewed BY I t7 ❑ 17 �. IN g6515 0 13 la 0 0 1 0 0 ,+. '^ �` "'•- Installed Watts Pace Total: 128 Installed Watts Building Total Building total number of pages: Sum of all es Enter into LTG-1 C Pa e 4 of 4 128 1. Wattage shall be determined according to Section 190 (d and a). Wattage shall be raft of W fixture, not rating of bulb. 2. 9 Fal then describe on Page 2 of the Inspection Checkrlsl Form and take appropriate sel m to correct Verity building plans N necessary. Erseigyft 5.1 by EhargyW UserNurnber� 5581 RunCode: 2010-11.09Ti4:38.13 ID: 10-11001 PWB 0 of 18 CERTIFICATE OF COMPLIANCE Part 2 of 3 LTG-1 C Project Name Nextera Enemy Date 1 111912010 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill In controls for all spaces: a) area controls, b) multi -level contrds, c) manual daylighting controls for daylit areas a 250 If, automatic daylighting controls for daylit areas } 2,500 f?, d) shut-off controls, e) display lighting controls,.f) tailored lighting controls — general Ilghting controlled separately from display, ornamental and display case lighting and g) demand responsive automatic controls for retail stores > 50,000 in accordance with Section 131. MANDATORY LIGHTING CONTROLS — FIELD INSPECTION ENERGY CHECKLIST Maid T Descri fion Number of Units Location in Buildina Special Features Pass Fal ❑ 13 ❑ ❑ 17. 0 ❑ 01 U ❑ .Ia a , . ❑ D, o ❑ 1] ©' ❑ 13 o. 0 0 0. L7, F¢fi'',Q .., ❑ I T 1`� } r±t `CI ❑ 13 : a r ❑ I]. a ❑ Ia J31 ❑ o zt.a 0 0 0 ❑ : 12 -13; ❑ IT G ❑ o. EV ❑ o.:�'o_ ❑ oV o ' ❑ SPECIAL FEATURES INSPECTION CHECKLIST(See P e 2 of 4 of LTG-1C The local enforcement agency should pay special attention to the, items spedltitidlliWW'bit. These sterns require special tfr itimt justification and documentation, and special verification. The local enforcenbnt agency detam*W-99 W adequacy of the justification. and may reject a building or design that otherwise complies based on the acd@l1t�,�9te�mentHtion submitted.rapPrnce c oe mrtq�urem of s or ordoanccs. t. a\ Field Inspector's Nofbas or Discrepancies: AN RmcwQ BY '.; Po. liar lot] )=lid m IN 46513 3.1 by EnergyScft User Number. 5581 RunCode. se10-11-09T1418:13 11): 90-11007 Ave to o! in 0 CERTIFICATE OFCOMPLIANCE Part 3 of 3 LTG-lC Project Name Date Nextera Energy 1 111912010 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE Indoor I-IghtIng Power for Conditioned aces Indoor ughting Power for Unconditioned S aces Watts Watts Installed Lighting 128 Installed Lighting 0 from CondMoned LTG-1C Page 2 from Unconditlaned LTG -IC, Page 2 Lighting Control Credit 0 Lighting Control Credit _ 0 Conolliored Spaces from LTG-2C Unconditioned S from LTG-2C Adjusted Installed = 7�8 Adjusted Installed 0 Lkftna Power Power Complies 4 Installed 5 Allowed Complies if Installed 5 Allowed Allowed Lighting Power f28 Allowed Lighting Power 0 Conditioned S from LTG-3C or PBRF-1 Unconditioned Spaces from LTG 3C Required Acceptance Tests Designer: This form Is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG-2A and LTG-3A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance_ if all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section In the Appendix of the Nonresidential Reference Appendices Manual describes the teal. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminalre controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Pem'dtt Is granted for a newly constructed building or space or when ever new lighting system with controls Is Installed in the building or space shall be certified as meeting the Acceptance Requirements. The LTG-2A and LTG-3A forms are not considered complete forms and are not to be accepted by the enforcement agency unless the boxes are checked and/or filed and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requiremerds of §10-103(b) of Title 24 Part & The field Irepector must receive the property filled out and signed forms before the building can receive final occupancy. A copy of the LTG-2A and LTG-3A for each different lighting lurninaire controls) must be provided to the owner of the building for their records. LTG-2A and Controls for Credits LTQ-3A ntrols and Sensors and Number of Automatic Lumineire Daylighting Controls ECILdpMent Rewwg Testing Descriagon controls Location AccepMrice Q s ❑ r- APPLO V ❑ ❑ 1 Review f&M Plans 11MWL ens ❑ f of s IQvcs at la ° ❑ ❑ TR An 1mTeteph=(574}2tAV45 ❑ P.O. 1011 Eckhart ❑ 0 ❑ EtyiyyPro8.1 by Eneruy&A User Number. 5581 ftnCoda: 20f0-11.08Tf1:W--13 ID. 10-11001 1 f of 18 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Prolect Name Date Nextera Energy 1 M/2010 DESCRIPTION Building Envelope Measures: Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material. Tide 20 Chapter 4, Article 3. §118(c): All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of T& 24, Part 2. §1180); The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an Installed R-value of no less than R-13 between framing members. §117(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air Infiltration rates not exceeding 0.3 Cfm/fL2 of §116(a)1: window area, 0.3 chn/ft.z of door area for residential doors. 0.3 cfnWX2 of door area for nonresidential single doors (swIESIng and sliding), and 1.0 cfm/ft2 for nonresidential double doors (swinging). §116(a) 2: Fenestration U-factor shall be rated In accordance with NFRC 100, or the applicable default 1-1-factor. §116(a) 3: Fenestration SHOO shall be rated In accordance with NFRC 200, or NFRC 100 for site -built fenestration, or the applicable default SHQC. §11 B(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). APPROVED sa RrYiew or thcse plaza and'or spcoi5calions dOes not • and odu or sppm0 C My dcvipxon from rW MIS of 5tute laws or applisablc'locd cos. PA # TRA- FEB 282012 yt„ DiAn C- Reviewed W T.R Amold It Associates, la Td*bm (S14JQf C45 P.D. Box 1081 Ekhut, IN 46315 . r EnertyvRv 5.16 EnemvSoft User Number.5581 RenCoda: 10.11.09T14.'58.13 ID:10-11001 12W 18 LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG-MM Project Name Date Nextera En2X 11/9/2010 Indoor Ughdng Measures: §131(d): Shut-off Controls For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. 1. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic tine switch or other device ca ble of automatically shutting off the lighting. 2 Override for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch In si ht of the lights. The area of override is not to exceed 5 00D square feet. §119(h): Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and Installed as directed by'the manufacturer. §111: Fluorescent Ballast and luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. AN installed fixtures shall be certified_ §131(a): Individual Roorn/Ama Controls: Each room and area in this building Is equipped with a separate switch or occupancy sensor device for each area with floor -to -telling walls - Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts §131(b): per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room_ Daylight Area Control: All rooms with windows and Skylights that are greater than 250 square feet and that allow for §131 Cc): the effective use Df dayfight in the area shall have 50% of the lamps in each dayfit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adiacent lot. Dia ram of shadi during different times of the year Is included on plans. §131(c): Display Ughting. Display lighting shall be separately switched on circuits that are 20 amps or Iess.6. Outdoor Ughting Measures: §130(c)1: Mandatory lighting power determination for medium base sockets without permanently installed ballasts §132(a): All permanently Installed luminaires with lamps rated over 100 Watts either have a lamp efficacy of at least 60 lumens r Watt or are controlled by a motion sensor. §132(b), AN Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff'Requirements. §132(c)1: AN permanently installed outdoor lighting meets the control requirements listed. §132(c): Building facades, parting lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirememts APPROVED Review of dxese plans and'mif=gu does not a wmin or "Ve Bar sots of St1e ls*$ or epP CCi. PA # TRA- FEB 2 8 2012 lm Reviewed By TX Amid k Assacft%kit, Tekpltone (574)2"45 P.O. B" 1081 Mhec,1N 46515 r Erwgyfto 6.I by enALS22 UserNUrnher: 6581 Run Code: 2010.11-09TM99:13 10: 10.11001 page 130119 CERTIFICATE OF -COMPLIANCE Part 1 of 4 OLTG-1 C ProjM Name Date Nextera Energy 111912010 Project Address Total I Iluminated Area Palm Springs, CA 0 GENERAL INFORMATION Phase of Construction. 0 New Construction 0 Addition 0 Alteration Documentation Author's Declaration Statement I certify that this Cerdfica% of Compliance documentation Is accurate and complete. Signature e� Name Mario Bertacoo Company NRG Compliance, Inc Date i 1!9/2010 Address CEA # P.O. Box 3777 CEDE # City/statemp Sarre Rosa, CA 95402 Phone 707-237-6957 Principal Lighting Designer's Declaration Statement • 1 am eligible under Division 3 of the California Business and Professional Code to accept responsibility for the lighting design. • This Certificate of Compliance Identifies the lighting features and performance specifications required for compliance with Tide 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building rmit application. Name 6cc_ _ ►dam 5ignatu company Mamdadur*V A1111ROV EU Phone '^ �� 1 andbr i irafims does not Address mabvtine or approve any as uuem BD00 EYn Sbast of 5tatc laws or ntinances. �aga # T' > a Y ]✓ Cfty/Stalsop Comma Co waif PA # TScA- Date ILO 1 115 Principal Lighting DeST-ner's DW4*t1OKB 2 0 1 certify that this Certificate of Compliance docu rn ti is accurate and complete, and accounts for all outdoor lighting power, Including building mounted pole Aether lighting designed for the site, and that Additional Lighting Power Allowances for ighting Power Allowances for Ordinance Requlremertts have not been counted m s area, in accordance with Section 147 of the Standards. . i Outdoor Lighting Mandatory Measures Indicate location on building plans of Mandatory Measures Note Block: LIGHTING COMPLIANCE FORMS S WORKSHEETS (check box N worksheets is Included) For detailed Instructions on the use of This and all Energy Efficiency Standards cm pliance forms; please refer to the Nonresidential Menual pulAshed by the California Enew Commission. ® 0LTt3-1C CartMicate d Comprwm. AN 4 pages required on plans for all submMals. ❑ OLTG-2C (ftm 1 of 3) Ughting Wattage Allowances for General Hardscape, Sates Frontage, or Ornamental Ughting. Optional an tans. ® OLTG-2C ( Pages 2 of 3) Lighting Wattage Alowance ror Per Application or Per Aron. Optional on plans. ❑ OLTG-2C (Pages 3 013) Additidial Lighting Power Allowance tar Ordinance Requirements. Optional an plans. 6.1 by EneraySoffUser Number. 5581 ftunGade. 2010.11-09T14:59:13 /D. 10-11001 Page 14 of 18 CERTIFICATE OF"COMPLIANCE Part 2 of 4 0LTG-1C Project Name Nexferat Energy Date 1 111912010 COMPLIANCE FIXTURE / LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG-11NST (Retain a coa and verify torn is completed and signed.) Field k1s 0 CERTIFICATE OF ACCEPTANCE OLTG-2A (Retain a copyand velify form is completed and signed.) Field Inspw1kin .❑ Luminalm Schedule Installed Watts A B C D E F G H I Name or Item Ltanlnalre Description' See footnote below Le.:1 lam pole-topshoe-box 400 watt metal halide c mod+ v o c A m How wattage was determined E -1x yt Reid Inspectee E 2 °? S W iS °e Oufdocr CFL 100.0 ❑ M p 1 1W 17 13 ❑ 13 1 0 b: 13 13 13 13 13- 17 13 ❑ 0 13 ❑ CI 13 ❑ ❑ ❑ ❑ ❑ ❑ +13 ❑ ❑ ❑ ❑ ❑ ❑ Enter total Into OLTG-1C• Pa s 4 of 4: Row H• Total Installed Watts: 1W 1. Type of lumktaire (i e.: post top, war pack, surface, shoe box); for non -incandescent luminaires, indicate nominal lamp wattage and lamp type I i.e.; fluorescent, incandescent, HID); ballast type (Le.: electronic or magnetic); number of lamps and number of ballasts per luminaire. For incandescent luminaires, the lutninalm wattage listed in column D shall be the ma)dmtm relamping rated wattage on a permanent factory -installed label on the lumitaire, NOT the wattage of the her (bulb) used, in accordance wih Section 130(d or 4 2. H Fell than describe on Page 2 of the Ytepectlon Checkist Form and lake appropriate eclion to t affect. Verify bung plans R necessary. EXEMPT LUMINAIRES I F1eld Ins on 17 Name or SVmbol Description of exempt lundnalms In accordance with §147 MANDATORY CONTROLS I Field InismPedlon E3 If Description Location # Description Lot:atlon SPECIAL FEATURES INSPECTION CHECKLIST See FW 2 of Tbf OLTG-1C The local enforcernam agency should pay special attention to the hams specified in thl justification and documentation, and special verification. The local enforcement agency detepnkws the building or design that otherwise complies based on the adequacy of the special jus6floation and dot Is local o as. 8 201 Filed Ins or Notes or Discrepancies: Reviewed By Ertentm 5.1 by EheruySoff User Number. 5581 RunCode: 2010-11-09T14.50.13 ID: 10-11001 1150l18 CERTIFICATE OF COMPLIANCE Part 3 of 4 0LTG-1C Project Name Date Nextera Energy 111912010 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE: ❑ OLZ 1 Cl OLZ 2 m OLZ 3 0 OLZ 4 Is the Outdoor Lighting Zone' ® Default in accordance with 10-114, or ❑ Amended by JHA Complete the Information below if the default Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): 13 The site is a government designated park, recreational area, wildlife preserve, or portion thereof, and has been designated as LZ2 or LZ3. In accordance with Table 10-114-A, because the site is contained within such a zone. 13 The local jurisdiction having authority has officially adopted a change to the State Default Lighting Zone and has notified the Energy Commission by providing the materials required In §10-114(d) to the Executive Director. 13 The adopted change Is posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional llahtlno power allowances for ordinance In Table 147-C used? Q Yes ® No Complete the Information below If additional lighting power allowances for ordinance requirements are used: ❑ The local jurisdiction having authority has officially adopted specific outdoor light levels, which are expressed as average or minimum footcandle levels, by following a public process that alowed for formal public notification, review, and comment about the proposed change. E3 The local jurisdiction having authority which adopted specific outdoor light levels and has notified the Commission by providing the following materials required §10-114(f) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below Is the acceptance test for the Lighting system, OLTG-2A. The designer is required to check the acceptance tests and list all control devices serving the bulkling or space shall be certified as meeting the Acceptance Requirements for Code Compliance. R all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section In the Appendlx of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminalre controlled. Enforcement Agency: Systems Arceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls Is Installed In the bullding or space shall be certified as meeting the Acceptance Requirements. The OLTG-2A form Is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Tide 24 Part 6. The field inspector must receive the properly filled out and signed forms before the buikirng can receive final occupancy. A copy of the OLTG-2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Cu OLTG-2A' E I ent uid Testin Descd n �liu*local roOutdoor Ligation lJphtinp Tests nxr. KIM ]ac TdVb=(574)2"45 f.0. Baa I011 E>Wxffh+ 1. Insert: CM for Outdoor Motion Sensor; OLSC for Outdoor Lighting Shutoff Controls; OF for Outdoor PhotocoRW, ATS for Astronomical Time Switch; and, STS for Standard non -astronomical) Time Switch acce husi . 5.1 @n R Umr Number: 5581 RunCoda: 2010-11-Dl 14,5s:12 Q 10-11001 PMM 16 of 18 CERTIFICATE OF COMPLIANCE Part 4 LTG-1 C ProjectNameNexfera !!tf?l Energy11912010 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lighting power allowance for general hardscape (from 0LTG-2C Page 1 of 3) 0 13 Speciic application lighting wattage allowance per unit length (from OLTG-2C Page 1 of 3) 0 C Specific application lighting wattage allowance for ornamental lighting (from OLTG-2C Page 1 of 3) 0 D Specific application lighting wattage allowance per application (from 0LTG-2C Page 2 of 3) 100 E Specific application lighting wattage allowance per area (from OLTG-2C Page 2 of 3) 0 F Specific application lighting wattage allowance for ordinance requirements (from OLTG-2C Page 3 of 3) 0 G Total Allowed Wattage = Sum of rows A through F: 100 H Total installed watts (from Compliance Fixture Schedule, (from 0LTG-2C Page 1 of 3) 100 Complies H wattage In row H Is less than or equal to the wattages In row G 0 Yes ❑ No APPROVED dnot Review of these plans and'or speoiGdove not gdxrinc cr approve anc dc»e m from rapr m" of 5tEte laws or epgjlsg�o�ordnaacee. JRA n'P FEB 28 2012 DAM Rn*wW By TA Amuid k Aeeocina, ins. Talepfga (094pri4A745 P.D. Ras IOBI Eldm%IN 46515 5.1 by Enerjoaft UW Number. 5561 Ru 2010--09T1J:58.13 ro: 1 all 1 e 140fl OUTDOOR LIGHTING WORKSHEET Part 2 of 3 0LTG-2C PmJeul Name NoWere Energy DOW I 11AW2010 D. SPECIRC APPUCATION UGHTING WATTAGE ALLOWANCE PER APPLICATION DETERNME WATTAOE ALLOWANCE DENGH WATTS ALLOWANCE A 0 C D H F 0 H J Speagio Ming n Number al SPWMG Apples0an Agowenee Wasage AlWonme X C Luminous Lumlrlwm Type WMn OTY Wage Pw Luminalre Design Wane G X W Albwed Welt htchnum of D or l 0uw"Ljzhft 1 100 100 OutdoorCFL 1 100.0 too too Enter Iot1 kda OLTG•1Q Pope 4 al 4' Row D• Spadna AppIcallon WaRms Allswsnce Per ApobdJan lop Irw SPECIFIC APP T UGHTING WATTAGE ALLOWANCE PER AREA WATTAGEALLOWANCE LUMEM IE TYPE DESIGN WAT9 A 0 C D E F G H 1-gpw J SPEIdM LWOV ADOROGUM wraninatad Am aI ApplAbw c Appeeaft Altawee Wadago Aoowarree X C code for Lim inalre --Tim Lurranaimlym Umin OTY Wage Per Lumkwm Dealgn Walls (GXM ANowvd Welt Mr imum of D or l EnW 07W kdo OLMQ lC. PMM 4 of 4- Row E' Spedfic AppflcMDn LI W2fte Allowenco Per Nee 0 E7 by Unerodon User Number 0681 RynCodw 201&ff.@ ,9,5&1a tR 1411001 Paay. IS of IS APPROVED '. Aevicw of 6= plans and'or speci5ca6oas does not Moorinc arapprove any demon HM 'Mr—b of Sure laws or appipable Ixal ordnances. PA # TRA- 1M FEB 28 2012 f i ReVieWed By- 7'.1l Ats M A Mwdltrs, IM Telapbwc (574)26W45 P.O. BOR 1Ott Maw% IN *515 I .,