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2380 W 25th St 12-619 (a)
GENERAL NOTES: A. CONSTRUCTION SITE: P ERMIT 1. VERIFY EXISTENCE OF AND MARK LOCATION OF ALL UNDERGROUND UTILITIES BEFORE ANY EXCAVATION IS STARTED. 2. VERIFY AND LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT TO PROTECT THEM FROM DAMAGE. 3. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUB - CONTRACTORS. 4. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. 5. PHOTOVOLTAIC ARRAY INSTALLATION IS CONSTRUCTED TO SUBSTAIN 120 MPH WIND. 6. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. B. HOST STRUCTURES: 1. THE CAPACITY OF THE HOST STRUCTURE TO RESIST ALL LOADS IMPOSED BY ADDITIONAL CONSTRUCTION SHALL MEET THE CURRENT FLORIDA BUILDING CODE AND LOCAL RESTRICTIONS. 2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS. C. STRUCTURAL ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHAM CONFORM TO THE CURRENT FLORIDA BUILDING CODE OR THE ALUMINUM ASSOCIATION OF WASHINGTON, D.C. ALUMINUM DESIGN MANUAL, 2. ALL HOLLOW ALUMINUM EXTRUSIONS SHALL BE CAPPED ON TOP AND EXPOSED OPEN ENDS. 3. SPLICES OF ALL ALUMINUM STRUCTURAL MEMBERS, WHERE REQUIRED, SHALL BE ADEQUATELY OVERLAPPED, GUSSETTED, WELDED, OR SPLICED AS DETAILED, SO AS NOT TO CAUSE DETRIMENTAL IMPACTTO THE PERFORMANCE OFANY MEMBER, COMPONENT, OR STRUCTURE. 4. INSTALLATION OF ALL SOLAR MOUNTING COMPONENTS SHALL COMPLY WITH CODE COMPLIANT EAGLE INSTALLATION MANUAL, D. STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 OR ASTM A572 GRADE 50. E. STRUCTURAL LUMBER, WOOD, AND COMPONENTS: 1. ALL STRUCTURAL LUMBERAND WOOD COMPONENTS SHALL BE PRESSURE TREATED, UNLESS NOTED OTHERWISE. 2. ALL STRUCTURAL CONNECTIONS SHALL BE MADE WITH SIMPSON COMPONENTS AS NOTED ON DRAWINGS, UNLESS NOTED OTHERWISE. 3. ALL SIMPSON COMPONENTS SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION SHEET, UNLESS NOTED OTHERWISE, F. ELECTRICAL I MECHANICAL: 1. ALL ELECTRICAL I MECHANICAL CONSTRUCTION OR MODIFICATIONS SHALL COMPLY WITH 2008 NATIONAL ELECTRICAL CODE WITH ALL LOCAL CURRENT APPLICABLE CODES AND INDUSTRY STANDARDS. G. FOUNDATIONS, FOOTINGS, STEMWALLS, AND SLABS: 1. ALL SLABS SHALL BE AT LEAST 4'THICK, UNLESS NOTED OTHERWISE. 2. COMPRESSIVE STRENGTH FOR CONCRETE FOOTINGS AND SLABS SHALL BE 3,000 POUNDS PER SQUARE INCH MINIMUM AFTER CURING, UNLESS NOTED OTHERWISE, 3. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, UNLESS NOTED OTHERWISE. 4. ALL SLABS SHALL BE REINFORCED WITH EITHER FIBER MESH OR WELDED WIRE MESH. 5. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE CODE NUMBER 318,. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". H. FASTENERS: 1. ALL LAG BOLTS SHALL CONFORM TO ASTM A36, 2, ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF (8X) BOLT DIAMETER INTO SOUND STRUCTURAL FRAMING. 3. ALL LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD OF THE BOLT OR SCREW, ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY HITTING WITH A HAMMER. 4. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. 1. SEALENT: 1. ALL SEALANT SHALL CONFORM TO TT-S- 001543 -A, TT- S- 002306, ASTM C-920 TYPE S, GRADE NS, AND CLASS 25. J. ABBREVIATONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: 1. TYP. = TYPICAL 2: EXIST. = EXISTING Ic 3. CONT. = CONTINUOUS K. CONSTRUCTION SAFETY: 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTUCTION. 2, THE INSTALLER, WHETHER DIRECTLY EMPLOYED OR SUBCONTRACTED, SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING & GUYING OF FRAMING AGAINST WIND, CONSTRUCTION LOADS, AND ALL OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR SAFETY PURPOSES AND FRAMING SUPPORT. 30 KIN PHOTOVOLTAIC ARRAY ON EXISTING ROOF STRUCTURE !r ' 12n F,iPH y s.,M,ob e«Nry w4d sp..a m,.. 2380 WEST 25TH STREET SANFORD, FL 32771 Srm'c;.k ( <nnn L{Svd Spend LivtDe :,ipr;•,a Seminole Co ntv Wind Speed Zone NOTES: 1. Roof Pitch =10° 2. Azimuth Angle =1580 3. Roof (I) Beams = 24'0.C. 4. Roof Purlins = 8" x 3 at 60" O.C. 5. Roof Type = "R" Type Metal New PV Sub -Panel J / equipment with (3) 30 AMP PV L breakers as AC disconnect. Inverters 30.0 kW Fusion system with 125 with supplied combiner and DC ASP -240PK modules in (7) strings Disconnect. of 10 & (5) strings of 11 PV panels LEAL -DESC R I PTI DIY, on existing roof structure. PARCEL ID# 35- 19 -30- 300 -0300 -0000 E -4 SEC 35 TWP 19S RGE 30E BEG 276 FT E OF INT SLY RM COUNTRY CLUB RD + ELY R1W OLD LAKE MARY RD RUN E 215.53 FT SLY PARA TO RY 774.85 FT W 208,17 FT N 45Q,i:T, ?1- ,IVy09 DEG 44 MIN 42 ..eh^mrai d :i,:t•� :a::it i. 'Q.:.sa.: w.y �1�- Sim:, ^'..i ik. • �.<r 11.: -, `. i ] lr4 i' , r'- 7 " 120,MPH 120 ILI g--� F,' ►� v 8 ilA I �l 2007 FLORIDA BUILDING CODE WITH 2009 REVISIONS (FBC). WIND SPEED 120 MPH. EXPOSURE B. MASTER DRAWING INDEX SHEET DESCRIPTION A -1 SITE PLAN & GENERAL NOTES A -2 I ROOF ANCHORING DETAILS & PARTS E -1 PHOTOVOLTAIC ARRAY DRAWIMG & ONE LINE DIAGRAM E -2 INVERTER SPECIFICATIONS & NOTES E -3 SOLAR PANEL SPECIFICATIONS & NOTES E -4 ELECTRICAL SPECIFICATIONS & NOTES E-0 ELECTRICAL SPECIFICATIONS & NOTES SEC E 107.13 FT N 216 FT TO BE;G':,; �:• ° °E;� s ° �F� 0 ° cC ; ° •; °v� °400 Rinehart Rd. #1060 10 3117 9 Lake Mar ,FL. 32746 PH: (407) 804 -1000 Fov: (407) 333-91.13 wwwbluechipererg,.org o A " Cop;. -Ot 2009 Bluech'gpenerg ` °• E Pro tart' Infornation - D docent ccritairs propt @tm information and na not be i 7� or deno.T to others aiihc _ rritten ed to °.�� , , �, �41rV DRAWN: JC, CRUZ PATE: 12/12/11 Robert L. Plowfield �`` PP; d er,'. �;% CHECKED: JC. CRUZ DATE: 12(12111 Florida P.E. #39759 ENGINEER: JC. CRUZ DATE: 12112!11 Engineering Scope is Rail Connection to Structure. APPROVED: R.L. PLOWFIELD I DATE: 12(12111 iS CORNWALL PROPERTIES LLC JOB NAME: THOMAS CORNWALL PROPERTIES LLC MARKETING CYBER MARKETING EST 25TH STREET ADDRESS: 2380 WEST 25TH STREET RD, FL 32771 SANFORD, FL 32771 REVISIONS: APPROVED: °R°"'"anTLE SITE PLAN & NOTES SINGLE -PHASE PV SYSTEM PROJE Tuo. SHEET: � 002 -0242 A-1 SYSMMWE: _ K1A 5 � NTS SRE: B GENERAL NOTES: A. CONSTRUCTION SITE: 1. VERIFY EXISTENCE OF AND MARK LOCATION OF ALL UNDERGROUND UTILITIES BEFORE ANY EXCAVATION IS STARTED. 2. VERIFY AND LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT TO PROTECT THEM FROM DAMAGE. 3. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUB - CONTRACTORS. 4. ALL CONSTRUCTION SHALL COMPLY MATH THE CURRENT APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS, 5. PHOTOVOLTAIC ARRAY INSTALLATION IS CONSTRUCTED TO SUBSTAIN 120 MPH WIND. 6. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. B. HOST STRUCTURES: 1. THE CAPACITY OF THE HOST STRUCTURE TO RESIST ALL LOADS IMPOSED BY ADDITIONAL CONSTRUCTION SHALL MEET THE CURRENT FLORIDA BUILDING CODE AND LOCAL RESTRICTIONS. 2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS. C. STRUCTURAL ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE CURRENT FLORIDA BUILDING CODE OR THE ALUMINUM ASSOCIATION OF WASHINGTON, D,C, ALUMINUM DESIGN MANUAL, 2. ALL HOLLOW ALUMINUM EXTRUSIONS SHALL BE CAPPED ON TOP AND EXPOSED OPEN ENDS. 3. SPLICES OF ALL ALUMINUM STRUCTURAL MEMBERS, WHERE REQUIRED, SHALL BE ADEQUATELY OVERLAPPED, GUSSETTED, WELDED, OR SPLICED AS DETAILED, SO AS NOT TO CAUSE DETRIMENTAL IMPACT TO THE PERFORMANCE OF ANY MEMBER, COMPONENT, OR STRUCTURE. 4. INSTALLATION OF ALL SOLAR MOUNTING COMPONENTS SHALL COMPLY WITH CODE COMPLIANT EAGLE INSTALLATION MANUAL. D. STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 OR ASTM A572 GRADE 50. E. STRUCTURAL LUMBER, WOOD, AND COMPONENTS: 1. ALL STRUCTURAL LUMBERAND WOOD COMPONENTS SHALL BE PRESSURE TREATED, UNLESS NOTED OTHERWISE. 2. ALL STRUCTURAL CONNECTIONS SHALL BE MADE MATH SIMPSON COMPONENTS AS NOTED ON DRAWINGS, UNLESS NOTED OTHERWISE. 3, ALL SIMPSON COMPONENTS SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION SHEET, UNLESS NOTED OTHERWISE, F. ELECTRICAL / MECHANICAL: 1. ALL ELECTRICAL! MECHANICAL CONSTRUCTION OR MODIFICATIONS SHALL COMPLY MATH 2008 NATIONAL ELECTRICAL CODE WITH ALL LOCAL CURRENT APPLICABLE CODES AND INDUSTRY STANDARDS. G FOUNDATIONS FOOTINGS STEMWALLS AND SLABS: 1. ALL SLABS SHALL BE AT LEAST 47HICK, UNLESS NOTED OTHERWISE. 2. COMPRESSIVE STRENGTH FOR CONCRETE FOOTINGS AND SLABS SHALL BE 3,000 POUNDS PER SQUARE INCH MINIMUM AFTER CURING, UNLESS NOTED OTHERWISE. 3. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, UNLESS NOTED OTHERWISE. 4. ALL SLABS SHALL BE REINFORCED WITH EITHER FIBER MESH OR WELDED WIRE MESH. 5. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE CODE NUMBER 318,. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ", H. FASTENERS: 1. ALL LAG BOLTS SHALL CONFORM TO ASTM A36. 2. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF (8X) BOLT DIAMETER INTO SOUND STRUCTURAL FRAMING. 3. ALL LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD OF THE BOLT OR SCREW, ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY HITTING WITH A HAMMER. 4. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. 1. SEALENT: 1. ALL SEALANT SHALL CONFORM TO TT-S- 001543 -A, TT-S- 002306, ASTM C-920 TYPE S, GRADE NS, AND CLASS 25. J. ABBREVIATONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: 1. TYP. = TYPICAL 2. EXIST. = EXISTING 3. CONT. = CONTINUOUS K. CONSTRUCTION SAFETY: 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTUCTION. 2. THE INSTALLER, WHETHER DIRECTLY EMPLOYED OR SUBCONTRACTED, SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING & GUYING OF FRAMING AGAINST WND, CONSTRUCTION LOADS, AND ALL OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR SAFETY PURPOSES AND FRAMING SUPPORT. 30 KW PHOTOVOLTAIC ARRAY ON EXISTING ROOF STRUCTURE 7w'�� A L 2380 WEST 25TH STREET SANFORD, FL 32771 ' Semi -.k Cc9CfC Mita% dILI -ik�H.6' "pry Semuiole Co nth AVind Speed Zone � C--. m .£, 6•- of_enas.e CF x-:IL ` ' 120 MPH 120 >,IPH �• 11.- \ %721) Pr1Pt�,r I IT .r�171 T- 6mwwk CarlyYAtWSpMd7 C i',-t ..�',�., , NOTES: 1. Roof Pitch =10° 2. Azimuth Angle =158° 3. Roof (1) Beams = 24'0.C. 4. Roof Purlins = 8" x 3" at 60" O.C. 5. Roof Type = "R" Type Metal New PV Sub -Panel J / equipment with (3) 30 AMP PV = L breakers as AC disconnect. Inverters 30.0 kW Fusion system with 125 with supplied combiner and DC ASP -240PK modules in (7) strings Disconnect. �-(( of 10 & (5) strings of 11 PV panels L EGA LDESCRI UI -ON, on existing roof structure. PARCEL ID# 35 -19 -30 -300 -0300 -0000 SEC 35 TWP 19S RGE 30E BEG 276 FT E OF INT SLY RIW COUNTRY CLUB RD + ELY RIW OLD LAKE MARY RD RUN E 215.53 FT SLY PARA TO RY 774.85 FT W 208,17 FT N 450JZ1- FT €a27F'T N 09 DEG 44 MIN 42 SEC E 107.13 FT N 216 FT TO BQG- <C511 a. °p�oc�� %` °• , • 9759 ir woe - G�o Y rte° t" DRAN/"� JC. CRUZ Robert L. Plowfield /���E CHECKED: JC. CRUZ Florida P.E. #39759 ��$aeFnt%; °'' ENGINEER: JC. CRUZ Engineering Scope is Rail Connection to Structure. APPROvED: R.L. PLOWFIELD M 2007 FLORIDA BUILDING CODE WITH 2009 REVISIONS (FBC). WIND SPEED 120 MPH. EXPOSURE B. MASTER DRAWING INDEX SHEET DESCRIPTION A -1 SITE PLAN & GENERAL NOTES A -2 ROOF ANCHORING DETAILS & PARTS E -1 PHOTOVOLTAIC ARRAY DRAWIMG & ONE LINE DIAGRAM E -2 INVERTER SPECIFICATIONS & NOTES E -3 SOLAR PANEL SPECIFICATIONS & NOTES E -4 Ilr �t E -5 a :$ notbon and na. not i:e used isdosed.to. otners without 7w'�� A L 2380 WEST 25TH STREET SANFORD, FL 32771 ' Semi -.k Cc9CfC Mita% dILI -ik�H.6' "pry Semuiole Co nth AVind Speed Zone � C--. m .£, 6•- of_enas.e CF x-:IL ` ' 120 MPH 120 >,IPH �• 11.- \ %721) Pr1Pt�,r I IT .r�171 T- 6mwwk CarlyYAtWSpMd7 C i',-t ..�',�., , NOTES: 1. Roof Pitch =10° 2. Azimuth Angle =158° 3. Roof (1) Beams = 24'0.C. 4. Roof Purlins = 8" x 3" at 60" O.C. 5. Roof Type = "R" Type Metal New PV Sub -Panel J / equipment with (3) 30 AMP PV = L breakers as AC disconnect. Inverters 30.0 kW Fusion system with 125 with supplied combiner and DC ASP -240PK modules in (7) strings Disconnect. �-(( of 10 & (5) strings of 11 PV panels L EGA LDESCRI UI -ON, on existing roof structure. PARCEL ID# 35 -19 -30 -300 -0300 -0000 SEC 35 TWP 19S RGE 30E BEG 276 FT E OF INT SLY RIW COUNTRY CLUB RD + ELY RIW OLD LAKE MARY RD RUN E 215.53 FT SLY PARA TO RY 774.85 FT W 208,17 FT N 450JZ1- FT €a27F'T N 09 DEG 44 MIN 42 SEC E 107.13 FT N 216 FT TO BQG- <C511 a. °p�oc�� %` °• , • 9759 ir woe - G�o Y rte° t" DRAN/"� JC. CRUZ Robert L. Plowfield /���E CHECKED: JC. CRUZ Florida P.E. #39759 ��$aeFnt%; °'' ENGINEER: JC. CRUZ Engineering Scope is Rail Connection to Structure. APPROvED: R.L. PLOWFIELD M 2007 FLORIDA BUILDING CODE WITH 2009 REVISIONS (FBC). WIND SPEED 120 MPH. EXPOSURE B. MASTER DRAWING INDEX SHEET DESCRIPTION A -1 SITE PLAN & GENERAL NOTES A -2 ROOF ANCHORING DETAILS & PARTS E -1 PHOTOVOLTAIC ARRAY DRAWIMG & ONE LINE DIAGRAM E -2 INVERTER SPECIFICATIONS & NOTES E -3 SOLAR PANEL SPECIFICATIONS & NOTES E -4 ELECTRICAL SPECIFICATIONS & NOTES E -5 ELECTRICAL SPECIFICATIONS & NOTES Rinehart Rd. #1050 ROOF PLAN LAYOUT FOR: PROJECT INFORMATION: e Mar, , L. 32;46 (407) 1804 -1000 THOMAS CORNWALL PROPERTIES LLC JOB NAME: THOMAS CORNWALL PROPERTIES LLC CYBER MARKETING (407) 333 -9143 CYBER MARKETING ,bluechipererg.Org 2380 WEST 25TH STREET SANFORD, FL 32771 ADDRESS: 2380 WEST 25TH STREET SANFORD, FL 32771 Ot 2009 Bluechonergr rietary Inrorration - ibis rent contains proptietorj notbon and na. not i:e used isdosed.to. otners without REVISIONS: APPROVED: DRAW`, TITLE SITE PLAN &NOTES en •,rrasson SINGLE -PHASE PV SYSTEM E*: 12112111 01 Q _ 12112/11 02 2 I PROJECT NO. 002 -0242 SHEET: A- - 12112!11 03 12/12/11 oa ® SY .TEM SIZE: 30 SCA E NTS SIZE: B 0 ANGHURINU UL IAIL LWENU ITEUIR PAATN BER 65OaRTgFt on. i am EACLSGJRFU:1Q15d' Id 2 107017 ASFL24A t25 a 13=1 =1P 216 4 1xRw 2L4P 4S 5 SC6-022) EASSESTANOWUOfAn►.r.Wag 212 6 130033 STA04E6SSTR2xsmT1141X2' 261 7 C4?CS 1W1¢19HUT 254 e DO = 916'xvv1fiCAPS7'EW 212 9 001 SCAEV3, 17rxrsEtrmui ETAL RIXmv 212 10 1i6m AIM RAA.SFLa 12 it 001-0X0 fur,lDp smr 212 12 w ROOF 01 EXISTING METAL PURLINS @ 5' -0' O.C. EXISTING METAL ROOF EXISTING METAL - SUPPORT BEAMS NOTES: EXISTING ROOF (NO CHANGES TO BE MADE TO FXISHNG ROOF ASSEM&g FIRE RATINGOFTHE QROOF ANCHORING PARTS EXISTING — 2 SCALE: NTS NOTES: 1. EAGLE MOUNTING SYSTEM TO BE MOUNTED IN ACCORDANCE WITH EAGLE CODE- COMPLIANT DESIGN PROCEDURE AND MUST BE BOLTED TO EXISTING METAL PURLINS AT 60" O.C.. SHOWN ON DETAIL #2 2. INSTALL EAGLE STANDOFF- MOUNTING BRACKET BOLTED AND SECURED AT 60" O.C. WITH 5116" X 3 -112" BOLTS. EAGLE MOUNTING BRACKETS WITH RAIL BOLTED @ 60" O.C. SUBSTAIN 120 M.P.H. WIND LOAD. NOTES: 1. Roof Pitch =10° 2. Azimuth Angle =158° 3. Roof Purlins = 8" x 3" at 60" O.0 4. Roof Type ='R" Type Metal 2007 FLORIDA BUILDING CODE WITH 2009 REVISIONS (FBC). W� ` e :. pE� 120 MPH. EXR B 'v J ' *� 14W RM0 9R0. P10 o Q� F . Lake Mary, FL 32746 m : N1 5 PN: (49) SO4-1000 � o S U `' Robert L. Pry"Alid F R�q�•>j`� '�/ Florida P.E. #3gZ • +° `f ° "N Engineering Scope Is'Rail - pppeC00 o Structure. AAnIIAITIk1(? DA11 IAIQTAI I ATInKI I)CTAII HEX BOLT INSTALLED IN SLOT OF RAIL SERRATED FLANGE NUT STANDOFF MOUNTING ---L` BRACKET I 114' X 3' SELF-DRILL ► METAL DECK SCREW Far. (407) 3338143 — — wwwo#ennp � r JC, CRUZ DATE 1211x111 JC. CRUZ DATE: 12112/11 JC_ CRUZ JDATE 12112111 U-CLIP PANEL )FF MOUNTING 'T )F PENTRATIONS E SEALED WITH XIBLE CLEAR T SOLAR PANEL RAIL ,—ALL ROOF PENTRATIONS SHALL BE SEALED VATH DAP FLEXIBLE CLEAR SEALANT i— TYPE 'R' METAL DECK ROOF EXISTING PURLIN 3 MOUNTING RAIL INSTALLATION DETAIL (TYP.) 2 SCALE: KS JOB NAME THOMAS CORNWALL. PROPERTIES LLC CYBER MARKETING ADDRESS 2380 WEST 2M STREET SANFORD,FL 32771 REIASANS• APPROVED: ou+wranite ROOF ANCHORING DETAILS & NOTES mww'w' 002 -0242 SHED A -2 t'c�E NTS — B 30 KW m ANUHUKINii Ut IAIL LtUtNU RENIa PAtTt"BER D_19m CN o7T. 1 106-M EA.^I,ESCURRA4#WV 16 2 10}7011 ASR2473f iS 3 13a W31 u1p+ 216 4 1080}43 2LLP 45 5 1Cd4=3 EFgEstmow S10CpIfA98Rov 212 6 106-0076 S7A68ESssTm ( 8mTW %Y N 7 0010066 19tUHDIW 254 8 0014041 SIf6'x3wmCMsCP.eN 212 9 001035 SNV1,11PX3Wf4)tU*7A1@b(aMV 212 t0 106{934MRfLSPflCE 12 11 omtoo 0,IDG yls. 20 r77, RDCF ROOF 01 EXISTING METAL SUPPORTBEAMS —_ NOTES: EXISTING ROOF (NO CHANGES TO BE MADE TO EXISTING ROOFASSEMKi) FIRE RATING OF TFE f� ROOF ANCHORING PARTS DETAIL EXISTING ROOF ASSEMBLYSENLLBEMAN AWED. — 2 SCALE: NTS NOTES; 1. EAGLE MOUNTING SYSTEM TO BE MOUNTED IN ACCORDANCE WITH EAGLE CODE - COMPLIANT DESIGN PROCEDURE AND MUST BE BOLTED TO EXISTING METAL PURLINS AT 60" O.C.. SHOWN ON DETAIL #2. 2. INSTALL EAGLE STANDOFF MOUNTING BRACKET BOLTED AND SECURED AT 60" O.C. WITH 5116" X 3-112" BOLTS. EAGLE MOUNTING BRACKETS WITH RAIL BOLTED @ 60" O.C. SUBSTAIN 120 M.P.H. WIND LOAD. NOTES: 2007 FLORIDA BUILDING CODE 1. Roof Pitch =10' 2. Mmuth Angle = I W WITH 2009 REVISIONS (FBC). 3. Roof Purlins = 8" x 3" at 60" O.C. 4. Roof Type = "R "Type Metal s 1w1NA• (Pc P 120 MPH. EXP. B 4 v �i 'm No Cc Robert L. Plod ^S Florida P.E. #39758 to Engineering Scope is`RMkc- Onned6 to Sfructure. AA(11IMTIAI(: RAII IAIQTAI I ATIOKI IIGTAII HEX BOLT INSTALLED IN SLOT OF RAIL SERRATED FLANGE NUT STANDOFF MOUNTING, BRACKET I 114'X3'SELF•DRILL METAL BECK SCREW Lake Mary, FL 32746 PH: (4071 SO4.1000 Far. (407) 3338143 JC, CRUZ DATE 1211mi JC. CRUZ DATE 12112111 JC. CRUZ DAE 12/12111 L. PLOWFIELD D'?E 12112111 PANEL )FF MOUNTING :T )F PENTRATIONS IE SEALED WITH .XIBLE CLEAR T U-CLIP SOLAR PANEL SOLAR PANEL RAIL ALL ROOF PENTRATIONS SHALL BE SEALED WITH DAP FLEXIBLE CLEAR SEALANT TYPE 'R' METAL DECK ROOF 3 MOUNTING RAIL INSTALLATION DETAIL (TYP.) — 2 SCALE: MS APPROVAL SIGNATURE- PROJECT INFORMATION: JOB NAME THOMAS CORNWALL PROPERTIES LLC CYBER MARKETING ADDRESS 2380 WEST 25TH STREET SANFORD, FL 32771 REMS!O:VS' APPRDM: ROOF ANCHORING DETAILS & NOTES tpaw"cRO. 002 -0242 SHEET: /� 30 KW ASP NTS 9r B A-2 (fYP.) PHOTOVOLTAIC ARRAY (125) ASP -240 SOLAR PANELS @ 240 WATTS EA. 30.0 kW TOTAL POWER OUTPUT GROUND MOUNTED VOLTAGE DROP CALCULATION: GENERAL NOTES: 1. CABLE SHALL BE INSTALLED IN 314" CONDUIT WHEN SUBJECT TO PHYSICAL DAMAGE, (NFPA 70 300,5(D)(1) AND 338.12(B), RACEWAY SHALL BE SEALED WHERE OPEN TO THE ELEMENTS. 2. ASHRAE - FUNDAMENTALS DATA(2007) GIVES THE MAXIMUM AMBIENT TEMPERATURE IN FLORIDA AS 94-F (34 °C). ADDING 34-C TO 33-C NFPA 70 TABLE 310.15(B)(2)(c) YIELDS AN OPERATING AMBIENT TEMPERATURE OF THE CONDUIT ENCLOSED CABLE OF 67a. TABLE 310.16 AMPACITY CORRECTION FACTOR FOR 900 CABLE OPERATING IN AN AMBIENT TEMPETATURE OF 670 IS 0.58. THE 30 AMP AMPACITY OF THE SPECIFIED CABLE MUST BE DECREASED TO 30AMPS x 0.58= 17.4AMPS. PV PANELS ARE LISTED MAXIMUM SHORT CIRCUIT CURRENT EQUAL TO 8.57 AMPS EACH OF 2 GROUPS PARALLEL ARRAYS HAS A MAXIMUM SHORT CIRCUIT CURRENT = 8.57AMPS THE MAXIMUM CURRENT EACH CABLE WILL CARRY IS 8.57 AMPS, WELL WITHIN THE DERATED 17.4 AMP AMPACITY OF THE SOLARLINE MC4 CABLE, SHOULD INSTALLATION ACROSS THE ROOF BE REQUIRED. 3. DISTANCE FROM SOLAR PANEL CABLE CONNECTION TO WALL MOUNTED INVERTER SHALL BE AS SMALL AS PRACTICABLY POSSIBLE. NOTES: NOTES: 1. LOCATE NEW PV DISCONNECT ADJACENT TO 1. LABEL EXISTING UTILITY METER EXISTING METER. PROVIDE LABELS "ON SITE PV ENCLOSURE: "GENERATION GENERATION DISCONNECT ". SOURCE. POSSIBLE BACKFEED ". 1.2007 FLORIDA BUILDING CODE WITH 2009 REVISIONS (FBC) 13- 413.1AB1.1 REQUIRES FEEDER CIRCUIT VOLTAGE DROP SHALL BE LESS THAN 2 %. THE FOLLOWING CALCULATION IS BASED UPON DC RESISTANCE VALUES FOR COPPER OF TABLE 8, CHAPTER 9 OF NFPA 70. 2.10 AWG COPPER DC RESISTANCE-0.00124Q/FT. 100 FEET FROM PV ARRAY TO INVERTER ,RESISTANCE OF CONDUCTOR = 0.1240. ARRAY CODUCTORS CARRY MAXIMUM 8.48 AMPS SHORT CIRCUIT. VOLTAGE DROP ACROSS PV DC CONDUCTOR =8.48 AMPS x 0.1240 =1.052 VOLTS. VOLTAGE OF THE 13 SERIES CONNECTED PV MODULES IS 1.052 VOLTS / 397.02 VOLTS = 0.002 (0.3% < 2 %) VOLTAGE DROP IS WELL WITHIN THE REQUIREMENTS OF THE FBC AND NEC. ONE LINE NOTES: 10 (125) ASP -240 SOLAR PANEL A2 CABLE INTERCONNECT PART OF LISTED AND LABELED SOLAR PANEL ASSEMBLY. CABLE INTERCONECTS SHALL BE SUPPORTED AND SECURED AS REQUIRED BY NFPA 70 300.11. ( #12 USE -2 SOLAR WIRE AND MATING CONNECTOR SOLARLINE MC4 (MULTI - CONTACT, LOCKING CONNECTOR). ® INVERTERS (1) PV113KW & (1) PV115KW RATINGS :475 VDC MAXIMUM INPUT VOLTAGE. MAXIMUM DC INPUT CURRENT 69/77 AMPS PER DC INPUT. MAXIMUM CONTINUOUS AC OUTPUT: 13.2KW /15.0KW. A5 (3) #6,(1) #10E.G., 3/4" CONDUIT. © NOTES: 314" CONDUIT NEW 3 PHASE PV SUB - PANEL, 208 VOLT, 30 CIRCUIT PANEL CONTAINING INVERTER AND SOLAR POWER REVISIONS: SYSTEM 30 AMP OVERCURRENT PROTECTION DEVICE SHALL HAVE AN NFPA 70 250.24 COMPLAINT METER GROUNDNG INSTALLATION FOR THE SOLAR POWER SYSTEM TO BE PROPERLY GROUNDED AND BONDED. DATE: 12112111 ELECTRIC CONTRACTOR TO PROVIDE TAP ON LOAD Q FROM 2ND SET OF PV OCONTRACTOR ® (4) #3 CU + #8 CU E.G. 1-1/4" CONDUIT. INVERTER "1" ARRAYPANELS (7)STRINGSOF10PANELS 10 SIDE OF EXISTING METER, MEET NEC REQUIREMENTS 11 CONNECTED TO PVII5KW INVERTER #2 12 ROOF MOUNTED JUNCTION BOX WITH DC RATED TERMINAL STRIP. 13 (TYPICAL OF ARRAY SHOWN APPROVED: A. WHITE PHASE, 4 WIRE, NEMA 3R. 04 CONNECTED TO INVERTER) SYSTEMSGE:30 KW s'A"' NTS 5 O 13 FROM SOLAR ARRAY CONTAINING (3) 5 $ 10 8 STRINGS OF 11 PV NEW NEW EXISTING PANELS EA HOTOVOLTAI PHOTOVOLTAIC 400 AMP SUB -PANEL DISCONNECT SERVICE SWITCH DISCONNECT FROM SOLAR ARRAY CONTAINING (3) STRINGS OF 11 PV "r� -r—� PANELS EA / _ VOLTAGE DROP CALCULATION: GENERAL NOTES: 1. CABLE SHALL BE INSTALLED IN 314" CONDUIT WHEN SUBJECT TO PHYSICAL DAMAGE, (NFPA 70 300,5(D)(1) AND 338.12(B), RACEWAY SHALL BE SEALED WHERE OPEN TO THE ELEMENTS. 2. ASHRAE - FUNDAMENTALS DATA(2007) GIVES THE MAXIMUM AMBIENT TEMPERATURE IN FLORIDA AS 94-F (34 °C). ADDING 34-C TO 33-C NFPA 70 TABLE 310.15(B)(2)(c) YIELDS AN OPERATING AMBIENT TEMPERATURE OF THE CONDUIT ENCLOSED CABLE OF 67a. TABLE 310.16 AMPACITY CORRECTION FACTOR FOR 900 CABLE OPERATING IN AN AMBIENT TEMPETATURE OF 670 IS 0.58. THE 30 AMP AMPACITY OF THE SPECIFIED CABLE MUST BE DECREASED TO 30AMPS x 0.58= 17.4AMPS. PV PANELS ARE LISTED MAXIMUM SHORT CIRCUIT CURRENT EQUAL TO 8.57 AMPS EACH OF 2 GROUPS PARALLEL ARRAYS HAS A MAXIMUM SHORT CIRCUIT CURRENT = 8.57AMPS THE MAXIMUM CURRENT EACH CABLE WILL CARRY IS 8.57 AMPS, WELL WITHIN THE DERATED 17.4 AMP AMPACITY OF THE SOLARLINE MC4 CABLE, SHOULD INSTALLATION ACROSS THE ROOF BE REQUIRED. 3. DISTANCE FROM SOLAR PANEL CABLE CONNECTION TO WALL MOUNTED INVERTER SHALL BE AS SMALL AS PRACTICABLY POSSIBLE. NOTES: NOTES: 1. LOCATE NEW PV DISCONNECT ADJACENT TO 1. LABEL EXISTING UTILITY METER EXISTING METER. PROVIDE LABELS "ON SITE PV ENCLOSURE: "GENERATION GENERATION DISCONNECT ". SOURCE. POSSIBLE BACKFEED ". 1.2007 FLORIDA BUILDING CODE WITH 2009 REVISIONS (FBC) 13- 413.1AB1.1 REQUIRES FEEDER CIRCUIT VOLTAGE DROP SHALL BE LESS THAN 2 %. THE FOLLOWING CALCULATION IS BASED UPON DC RESISTANCE VALUES FOR COPPER OF TABLE 8, CHAPTER 9 OF NFPA 70. 2.10 AWG COPPER DC RESISTANCE-0.00124Q/FT. 100 FEET FROM PV ARRAY TO INVERTER ,RESISTANCE OF CONDUCTOR = 0.1240. ARRAY CODUCTORS CARRY MAXIMUM 8.48 AMPS SHORT CIRCUIT. VOLTAGE DROP ACROSS PV DC CONDUCTOR =8.48 AMPS x 0.1240 =1.052 VOLTS. VOLTAGE OF THE 13 SERIES CONNECTED PV MODULES IS 1.052 VOLTS / 397.02 VOLTS = 0.002 (0.3% < 2 %) VOLTAGE DROP IS WELL WITHIN THE REQUIREMENTS OF THE FBC AND NEC. ONE LINE NOTES: 10 (125) ASP -240 SOLAR PANEL A2 CABLE INTERCONNECT PART OF LISTED AND LABELED SOLAR PANEL ASSEMBLY. CABLE INTERCONECTS SHALL BE SUPPORTED AND SECURED AS REQUIRED BY NFPA 70 300.11. ( #12 USE -2 SOLAR WIRE AND MATING CONNECTOR SOLARLINE MC4 (MULTI - CONTACT, LOCKING CONNECTOR). ® INVERTERS (1) PV113KW & (1) PV115KW RATINGS :475 VDC MAXIMUM INPUT VOLTAGE. MAXIMUM DC INPUT CURRENT 69/77 AMPS PER DC INPUT. MAXIMUM CONTINUOUS AC OUTPUT: 13.2KW /15.0KW. A5 (3) #6,(1) #10E.G., 3/4" CONDUIT. © (1) #10E.G.(NFPA 70 690.47(C)(3)). A7 NEW 3 PHASE PV SUB - PANEL, 208 VOLT, 30 CIRCUIT PANEL CONTAINING INVERTER AND SOLAR POWER REVISIONS: SYSTEM 30 AMP OVERCURRENT PROTECTION DEVICE SHALL HAVE AN NFPA 70 250.24 COMPLAINT METER GROUNDNG INSTALLATION FOR THE SOLAR POWER SYSTEM TO BE PROPERLY GROUNDED AND BONDED. DATE: 12112111 POINT OF CONNECTION WILL COMPLY WITH NEC 690.64. PARTICULARY NFPA70 250.24(B) &(C) ELECTRICAL Q SHALL ENSURE COMPLIANCE. OCONTRACTOR ® (4) #3 CU + #8 CU E.G. 1-1/4" CONDUIT. O9 EXISTING CONDUITAMRING. 10 EXISTING 400 AMP SERVICE DISCONNECT. 11 (10 )#10 CU + #10E.G.,1 -1/2" CONDUIT. 12 ROOF MOUNTED JUNCTION BOX WITH DC RATED TERMINAL STRIP. 13 FUSED DISCONNECT SWITCH, 100 AMP SERVICE ENTRANCE RATED WITH 100 AMP FUSES. 208 VOLT, 3 APPROVED: A. WHITE PHASE, 4 WIRE, NEMA 3R. APPROVED: % ANDREW N. WHITE COMPLETE ELECTRIC CONTRACTORS, INC. FL STATE LICENSE # EC13002507 400 Rinehart Rd. #1060 Lake Mary, FL 32746 PH: (407) 804 -1000 Fax: (407) 3339143 www.bluechi ene y.or APPROVAL SIGNATURE: PROJECT INFORMATION: JOB NAME: THOMAS CORNWALL PROPERTIES LLC CYBER MARKETING ADDRESS: 2380 WEST 25TH STREET SANFORD, FL 32771 Copyright 2009 Bluecfvpenerggy Propretary Infornotion - Ihs document contains proptietary information and nayy not be used or disclosed to others >rit „a "t orit disclosed permission REVISIONS: APPROVED: DRAWING TITLE SCHEME ARRAY DRAWING & ONE LINE DIAGRAM DRAWN: JC. CRUZ DATE: 12112111 Ot Q CRUZ DATE: 12112111 oz 2 PROJECT NO. 002 -0242 SHEET: E-1 ENGINEER: JC. CRUZ — 12/12/11 03 s APPROVED: A. WHITE DATE: 12112111 04 ® SYSTEMSGE:30 KW s'A"' NTS 5- B _., TRUBLU" SERIES HIGH EFFICIENCY POLYCRYSTALLINE SOLAR MODULES The TeuBlu'Tries arse high powered solar phatovolta;_ modules coal- aining adranr-:d Encapsulation materials % ith multi- l3yersneet lamination providing maximum protection from the harshest environmental conditions. It provides outstanding energy d=l'mery forre553Ential and cammetcial applications.-They perform bast in weather co nd itions with partial wading effects,'clouds, Tn_y range from 220 -240 Watts- ELECTRICAL SPECIFICATIONS PAR"U R VdtUE x1atm AA-RM AF-WPK kRZWM 11F-133PC A240PI Nakrcfter;mnwj 27n=yt _ 23e1-k 2B-t3;?, 2F :4L rtelf VIP,11Ag!4104) 35.46 36.G6 1.5 ,16 37J1f 37.2r Rut rr]m kwff yj W, Q 1 '9 (25'm1757 7Ph 113 r1} vma`].L!7 •Y'..�? .i i, ?i 3:x.1$ ?U:iS AU- ITamtirlr amg NO. 757 IW A) 7.65 7.71 7j"? 7.67 irartftrt€tY�taxlz�ii 1117 E21 5�0 e`s>' 3.48 Fr(%l d4 {eFlfi +stj ADDRESS: 2380 WEST 25TH STREET 1U3 ;-jr lnt i3_3 li?3 't +.13 14,43 M�rrsmCw m lUU IF 1S 15 is 15 tA�aam]m5l,ttr "MLr- ga'lUC 601VLN' 6tm19r, td:VG( GrmX R'MssDixleIL?Gngv'l 15 i5 IS 15 ti t1:Eanr']hr mpature -40' b -40'10 -16 :1 - •51' to ? ': t'� +& ( It ( +S5-C , SS"f +i'C AAr=umdat arxb rdksiCmii!kas .rPC,'Amasi3wecx`IQX'W r,cirrrasoiIS �c!'tcat;}'L a:ur nC75'C REVISIONS: MECHANICAL SPECIFICATIONS PARA ffER VALUE rter CeI {r, CeLs,Sx 1,37V vvt-ctre h7d :rsmIn=m,Jafli sLtode; 31nUuaefar013d-,I.t7 Gmcwn Tanpy sdLLym L 121,- (3 2r, m I P. au Substrate ;art -n m-Wa-rarty ?0kaL:?110Y.- n-I.P.40itUIBY?Es Franailpe AwdaedAh .T1n]mAlar6annei+tthtWn =va: m ?E 60 an_drdnagehaes Amenaosf]- g1lrA'A't=xG e�thl A]551%132.4fx15r065's -.MI )4r¢rxnrro 60 8164S1,x?9.WxU7,11o" x?97x 91rr! %4td7't 4311h ( IR641 Cane 1*fxmi1>r71Fe AD. 17AW .,T)m'"5cbd * Cell Errasr',.Lon PIA rF itjcre it }i!�aatE TEMPERATURE COEFFICIENT PAB;l1ttM VALUE F r. rsrar(iril -0 -42 %1p?_ 4b liEr ii -034 Ctmrr_- Isrl.' <J-Ll 4105 MODULE DIAGRAM OPERATION CONDITIONS & SAFET'Y' RATINGS PARAMETER VAUIE Amae�tr�tln,Teln�'atu;e -4�' t�l=b�°F(?0'C : :sS °0 ilreia�•O�tfia ?t?rt bass €RrePan -9 N�L51r��fita-ct:rra-tF<Eait S({'SFiI};ST�1 He1 i.,gaan6 n0 1 '9 (25'm1757 7Ph 113 r1} WARRANTY & CERTIFICATIONS PARAMETER VALUE A,�ratr.. ?5 p?.ImteBpoxvsFarrx:rj " TO ��?Int ?$prod]Cts�arre-Pl Y�rar�Toinn� ( -I -1 rsv CzrCfi lxt LL1iN,![Cor,5,EC61-na,[�CE( CIRCUIT DESCRIPTION r.YCand Llass 1p, re ftrc ASP -AP- 240 -PK SOLAR PANEL SPECIFICATIONS SCALE:NTS GENERAL NOTES: 1. THIS DESIGN COMPLIES WITH F.B.C. 2007 WITH 2009 REVISIONS CHAPTER 27 ELECTRICAL AND NFPA 70 (NATIONAL ELECTRICAL CODE(NEC)). 2. THE INTERACTIVE PHOVOLTAIC POWER SYSTEM SHALL BE COMPRISED OF (125) AP -240 SOLAR PANEL MODULES, (1) SOLECTRIA PV113KW & PV115KW INVERTERS AND ALL ANCILLARY EQUIPMENT DESCRIBED IN THESE PLANS. 3. THIS SET OF (125) SOLAR PANEL MODULES SHALL BE CONFIGURED IN 7 GROUPS OF (10) & 5 GROUPS OF (11) PV PANELS CONNECTED IN SERIES AND THEN CONNECTED IN PARALLEL AT THE PHOTOVOLTAIC SOURCE CIRCUIT. 4. SHORT CIRCUIT FOR THE SOLAR PANEL MODULE IS GIVEN AS 8.48 AMPS. TAKING THE 8.48 X 1.56 =13.23 AMPS. NEC 690.8 (A)(1). 5. EACH SOLAR PANEL IS RATED TO PRODUCE 30.54 VOLTS MAXIMUM POWER VOLTAGE. EACH GROUP OF 11 & 10 SERIES CONNECTED MODULES WILL OUTPUT 30.54 X 11= 335.94/305.40 VOLTS DC. THE INVERTER IS SPECIFIED HAVING MINIMUM DC INPUT VPLTAGE = 205 VOLTS. THE SERIES 11 & 10 SOLAR PANEL CONNECTION EXCEEDS THE MINIMUM DC INPUT VOLTAGE REQUIRED BY SELECTED INVERTER. PANEL SCHEDULE /PV SYSTEM DISCONNECT 400 Rinehart Rd. #1060 MAIN BREAKER: VOLTS: 120/208V • MAIN LUGS ONLY PANEL LOCATION: SERVICE DISCONNECT BUSS AMPS: 100 MAIN CONTRACTOR PANEL FEED FROM: MAIN DISCONNECT PANEL 3 PHASE / 4 WIRE A.I.C. RATING: 10K ❑ FLUSH MOUNT ■ SURFACE MOUNT ❑ ISOLATED GROUND BUS BREAKERS LOAD CIRCUIT DESCRIPTION LOAD WATTS TOTAL WATTS LOAD WATTS CIRCUIT DESCRIPTION LOAD BREAKERS NO. AMP POLE LTG REC LCL ADDRESS: 2380 WEST 25TH STREET A B C LTG IRECI LCL POLE AMP NO. 1 60 3 nmrmafionand may mt be used ordisclosedmotlierswitlwut REVISIONS: APPROVED: PV INVERTER #1 15000 rmllenpermissan. 13000 PV INVERTER #2 DATE: 12113111 01 Q 3 60 2 3 60 PRU TNO. 002-0242 SHEET: E-2 JC. CRUZ 12HE 12113111 15000 3 13000 sysmnsrF: sue: 60 4 5 60 & 30 KW NTS B 15000 13000 60 6 7 8 9 10 11 12 TOTAL PHASE LODING KW: 28000 28000 28000 PANEL TOTAL LOAD: 28 KVA/(208X1.73)X1.25 =(97.2 AMPS) NOTES: 1. BREAKERS TO BE LABELED IN ACCORDANCE WITH N.E.C. 690.14 (C)(2) AND 690.17 2. BREAKERS TO BE LABELED IN FOR N.E.C. 690.64,13-- AS FOLLOWS: (WARNING INVERTER OUTPUT CONNECTION) DO NOT RELOCATE THIS OVERCURRENT DEVICE APPROVED: ANDREW N. WHITE COMPLETE ELECTRIC CONTRACTORS, INC. FL STATE LICENSE # EC13002507 400 Rinehart Rd. #1060 APPROVAL SIGNATURE: PROJECT INFORMATION: Lake Mary, FL 32145 PH: (407) 804 -1000 JOB NAME: THOMAS CORNWALL PROPERTIES LLC Fax: (407) 333.9143 CYBER MARKETING www.bluechi ener .or ADDRESS: 2380 WEST 25TH STREET CoWgIA IXIe8luednpenergy Pmpxgry Infonna6on -This SANFORD, FL 32771 documeN aMaitts pmptietary - nmrmafionand may mt be used ordisclosedmotlierswitlwut REVISIONS: APPROVED: DRAINGMU: rmllenpermissan. SOLAR PANEL SPECIFICATIONS JC. CRUZ DATE: 12113111 01 Q JC. CRUZ DATE-' 12/13/11 02 2 PRU TNO. 002-0242 SHEET: E-2 JC. CRUZ 12HE 12113111 03 3 DATE sysmnsrF: sue: Ste. A. WHITE 12113111 04 & 30 KW NTS B �csrolute.r4aximum Inpu.tVcl }age MP "TIr-pu_'s'ol -lave Rerve rtaximum Opera -ler.g la =A Current AC l _ i }age Range i 5taid a r:i) Co- itinucus Output0 --wer ContiruOUSOutpuC: rrent Maximum Bac'cieed Current Urr.17nal+0L}put Frecuency C':u_pct FrequencyFirng= Power Factor Tc }al HarmaiScDisca tier. i-HD) - 475 VDC 205-3!`5 '+ O C 52A ^i A 77 A ReekE�Ticicre; a5 .`� CJ EF'° 95.8'd MVAC C =C = cienct 4EO VAC — 94.5% 94 -3% 2.E VAC 4W _4C, V.AC Ur Tare Loss r,E 0 1.1117 S ytt 603 VA.'- V; �^ ��"� > r � �,�, f xj�,�,:. -� .1° .t.3 »p � �: '�.er s - � aw'+, •s`�,..a FzvR,n�,hr'vy""%z '�nz*+�. -_.•.: .. ;J..,6or7 Fuzed z siao-is EA, 1.0- „':2Aar15A A- rbl- ..Tamper&. -jm Fenv_,...IlFornerj 4u'LFtar121 °, =r -G '� o;50'Ci S;a- ageTernaermiLreRange Relative -iumiis i Iron crd n i gj Web-bawd Nonlc•r'rg (Invere, Dire c-9 Seirenvien P,evenu=- CrodeMcri --ring Emerna :, TK-8 Party CompatiLiii!y Standard via 11OD?US �..',�.= °�^'�- �s- �-.r. °r.. sec :z�^ct"m`�'°;��h`f`_3.a.��';., •k'tr�er�'....- -- -.._ . _ _. _ _ _ __ I Swet,r L:s`ings.$CertiRceticns UL1741�1= EE?54' IE E1547. 1 ,IEEE62..41.2,IEEE62.Z5,1EEEC37 -90.2, CSA C222 *107__. FCC;: art 15 2 TestirgAgency ETL _303n''.��� -. .�. .. S:endarc 4 veer Oa•ioiai 15.20 a extelicec.ervsceasreemea: Trarsfame- S =andar',fclly sr gra:ad Imta-r,eij AC'1c7CDi5conrte¢ is 5 }endan¢,f�ll, in:evra ed Dimensions Q4 .,4x31 26 in. x34.5 in- x 13.6 sr. (660 mm x 67E mm x'45 mrr Dimensions titii.r,,crward facing disccrnecc_s (rxW x Dl 26 ir. x47 in. x 13.6 in. (660 mm.x 1191 mm .x 345 mm) LSeivFt 3154 bs (1 =51:31 :741bs ,1 i <g) 3 >O lbs ;3E1 }.g; ErclOSUTe ?sting NE41A 3? En.closureFinisk -feel GENERAL NOTES: 1. THIS DESIGN COMPLIES WITH F.B.C. 2007 WITH 2009 REVISIONS CHAPTER 27 ELECTRICAL AND NFPA 70 (NATIONAL ELECTRICAL CODE(NEC)). 2. THE INTERACTIVE PHOVOLTAIC POWER SYSTEM SHALL BE COMPRISED OF (125) AP -240 SOLAR PANEL MODULES, (1) SOLECTRIA PV113KW & PV115KW INVERTERS AND ALL ANCILLARY EQUIPMENT DESCRIBED IN THESE PLANS. 3. THIS SET OF (125) SOLAR PANEL MODULES SHALL BE CONFIGURED IN 7 GROUPS OF (10) & 5 GROUPS OF (11) PV PANELS CONNECTED IN SERIES AND THEN CONNECTED IN PARALLEL AT THE PHOTOVOLTAIC SOURCE CIRCUIT, 4. SHORT CIRCUIT FOR THE SOLAR PANEL MODULE IS GIVEN AS 8.48 AMPS. TAKING THE 8.48 X 1.56 =13.23 AMPS. NEC 690.8 (A)(1). 5. EACH SOLAR PANEL IS RATED TO PRODUCE 30.54 VOLTS MAXIMUM POWER VOLTAGE. EACH GROUP OF 11 & 10 SERIES CONNECTED MODULES WILL OUTPUT 30.54 X 11= 335.941305.40 VOLTS DC. THE INVERTER IS SPECIFIED HAVING MINIMUM DC INPUT VPLTAGE = 205 VOLTS. THE SERIES 11 & 10 SOLAR PANEL CONNECTION EXCEEDS THE MINIMUM DC INPUT VOLTAGE REQUIRED BY SELECTED INVERTER. ;QL i- I pi / -” t RENEWABLES O -` it -_•..i j; � � . �'� raaw It t a. t' n!` - 4 .,14:1• -�`x �.t'Y>• �`>.:.. _.... 2 SOLECTRIA PVI 13 & 15 INVERTER ILLUSTRATION E— 3 SCALE: NTS APPROVED: 400 Rinehad Rd. #1060 APPROVAL SIGNATURE: Lake Mary, FL 32746 SOLECTRIA PVI 13 & 15 INVERTERS SPECIFICATIONS PH: (407) 804-1000 E — 3 SCALE: NTS Fax: (407) 333 -9143 www.bluechipenergy.org r � - Copythl2009 Bloechipeggy Pmpdeta ry Inlormation -This lel d=dantauapmptieu1 Y info oration and may nol be used wMenper6mitiiersxl�aN REVISIONS: wdden permission. DRAWN: JC. CRUZ DATE: 12113111 01 0 ANDREW N. WHITE CHECKED: JC. CRUZ DATE: 12113111 02 2 COMPLETE ELECTRIC CONTRACTORS, INC. ENGINEER: JC. CRUZ DATE: 12113111 03 3 FL STATE LICENSE # EC13002507 APPROVED: A. WHITE DATE: 12113111 044 APPROVED: PROJECT INFORMATION: JOB NAME: THOMAS CORNWALL PROPERTIES LLC CYBER MARKETING ADDRESS: 2380 WEST 25TH STREET SANFORD, FL 32771 NVERTER SPECIFICATIONS & NOTES CTNO. 002 -0242 SHEET: "sue 30 KW I S :NTS I SM B E'3 20S,240.4ZCGcr6C:':rC. -v 213 0.,430,600Vn.0 _O k.1.' 1$2!1M., -5kty 244, VAC 24.A 32A 3' .:A 600 VAC 9. A 12.7 A 14..4 A i. 60 Hz Hz Unity, JO. >9 {!ae ReekE�Ticicre; a5 .`� CJ EF'° 95.8'd MVAC C =C = cienct 4EO VAC — 94.5% 94 -3% 2.E VAC 4W _4C, V.AC Ur Tare Loss r,E 0 1.1117 S ytt 603 VA.'- V; �^ ��"� > r � �,�, f xj�,�,:. -� .1° .t.3 »p � �: '�.er s - � aw'+, •s`�,..a FzvR,n�,hr'vy""%z '�nz*+�. -_.•.: .. ;J..,6or7 Fuzed z siao-is EA, 1.0- „':2Aar15A A- rbl- ..Tamper&. -jm Fenv_,...IlFornerj 4u'LFtar121 °, =r -G '� o;50'Ci S;a- ageTernaermiLreRange Relative -iumiis i Iron crd n i gj Web-bawd Nonlc•r'rg (Invere, Dire c-9 Seirenvien P,evenu=- CrodeMcri --ring Emerna :, TK-8 Party CompatiLiii!y Standard via 11OD?US �..',�.= °�^'�- �s- �-.r. °r.. sec :z�^ct"m`�'°;��h`f`_3.a.��';., •k'tr�er�'....- -- -.._ . _ _. _ _ _ __ I Swet,r L:s`ings.$CertiRceticns UL1741�1= EE?54' IE E1547. 1 ,IEEE62..41.2,IEEE62.Z5,1EEEC37 -90.2, CSA C222 *107__. FCC;: art 15 2 TestirgAgency ETL _303n''.��� -. .�. .. S:endarc 4 veer Oa•ioiai 15.20 a extelicec.ervsceasreemea: Trarsfame- S =andar',fclly sr gra:ad Imta-r,eij AC'1c7CDi5conrte¢ is 5 }endan¢,f�ll, in:evra ed Dimensions Q4 .,4x31 26 in. x34.5 in- x 13.6 sr. (660 mm x 67E mm x'45 mrr Dimensions titii.r,,crward facing disccrnecc_s (rxW x Dl 26 ir. x47 in. x 13.6 in. (660 mm.x 1191 mm .x 345 mm) LSeivFt 3154 bs (1 =51:31 :741bs ,1 i <g) 3 >O lbs ;3E1 }.g; ErclOSUTe ?sting NE41A 3? En.closureFinisk -feel GENERAL NOTES: 1. THIS DESIGN COMPLIES WITH F.B.C. 2007 WITH 2009 REVISIONS CHAPTER 27 ELECTRICAL AND NFPA 70 (NATIONAL ELECTRICAL CODE(NEC)). 2. THE INTERACTIVE PHOVOLTAIC POWER SYSTEM SHALL BE COMPRISED OF (125) AP -240 SOLAR PANEL MODULES, (1) SOLECTRIA PV113KW & PV115KW INVERTERS AND ALL ANCILLARY EQUIPMENT DESCRIBED IN THESE PLANS. 3. THIS SET OF (125) SOLAR PANEL MODULES SHALL BE CONFIGURED IN 7 GROUPS OF (10) & 5 GROUPS OF (11) PV PANELS CONNECTED IN SERIES AND THEN CONNECTED IN PARALLEL AT THE PHOTOVOLTAIC SOURCE CIRCUIT, 4. SHORT CIRCUIT FOR THE SOLAR PANEL MODULE IS GIVEN AS 8.48 AMPS. TAKING THE 8.48 X 1.56 =13.23 AMPS. NEC 690.8 (A)(1). 5. EACH SOLAR PANEL IS RATED TO PRODUCE 30.54 VOLTS MAXIMUM POWER VOLTAGE. EACH GROUP OF 11 & 10 SERIES CONNECTED MODULES WILL OUTPUT 30.54 X 11= 335.941305.40 VOLTS DC. THE INVERTER IS SPECIFIED HAVING MINIMUM DC INPUT VPLTAGE = 205 VOLTS. THE SERIES 11 & 10 SOLAR PANEL CONNECTION EXCEEDS THE MINIMUM DC INPUT VOLTAGE REQUIRED BY SELECTED INVERTER. ;QL i- I pi / -” t RENEWABLES O -` it -_•..i j; � � . �'� raaw It t a. t' n!` - 4 .,14:1• -�`x �.t'Y>• �`>.:.. _.... 2 SOLECTRIA PVI 13 & 15 INVERTER ILLUSTRATION E— 3 SCALE: NTS APPROVED: 400 Rinehad Rd. #1060 APPROVAL SIGNATURE: Lake Mary, FL 32746 SOLECTRIA PVI 13 & 15 INVERTERS SPECIFICATIONS PH: (407) 804-1000 E — 3 SCALE: NTS Fax: (407) 333 -9143 www.bluechipenergy.org r � - Copythl2009 Bloechipeggy Pmpdeta ry Inlormation -This lel d=dantauapmptieu1 Y info oration and may nol be used wMenper6mitiiersxl�aN REVISIONS: wdden permission. DRAWN: JC. CRUZ DATE: 12113111 01 0 ANDREW N. WHITE CHECKED: JC. CRUZ DATE: 12113111 02 2 COMPLETE ELECTRIC CONTRACTORS, INC. ENGINEER: JC. CRUZ DATE: 12113111 03 3 FL STATE LICENSE # EC13002507 APPROVED: A. WHITE DATE: 12113111 044 APPROVED: PROJECT INFORMATION: JOB NAME: THOMAS CORNWALL PROPERTIES LLC CYBER MARKETING ADDRESS: 2380 WEST 25TH STREET SANFORD, FL 32771 NVERTER SPECIFICATIONS & NOTES CTNO. 002 -0242 SHEET: "sue 30 KW I S :NTS I SM B E'3 REFERENCES: UTILIZE THE FOLLOWING ABBREVIATIONS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWINGS AND SPECIFICATIONS. NEC NATIONAL ELECTRICAL CODE OSHA OCCUPATIONAL SAFETY AND HEALTH ACT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NFPA NATIONAL FIRE PROTECTION ASSOCIATION ASA AMERICAN STANDARDS ASSOCIATION IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL UNDERWRITERS LABORATORIES, INC. IES ILLUMINATING ENGINEERING SOCIETY ICEA INSULATED CABLES ENGINEERS ASSOCIATION ASTM AMERICAN SOCIETY OF TESTING MATERIALS ETL ELECTRICAL TESTING LABORATORIES, INC. CBM CERTIFIED BALLAST MANUFACTURER EIA ELECTRONIC INDUSTRIES ASSOCIATION SECTION 16010 GENERAL PROVISIONS: THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE WORKING SYSTEM READY FOR THE OWNER'S OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN ON THE DRAWING OR CALLED FOR IN THE SPEC'S BUT IS NORMALLY REQUIRED TO CONFORM WITH THE INTENT, ARE TO BE CONSIDERED PART OF THE CONTRATCT. THE INTENT OF THESE DRAWINGS IS NOT TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ELECTRICALEQUIPMENT AND ITEMS FOR A COMPLETE ELECTRICAL SYSTEM. IF THE CONTRACTOR HAS QUESTIONS OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON THE ELECTRICAL DRAWINGS. IT IS THEIR RESPONSABILITY TO BRING IT TO THE ATTENTION OF THE ELECTRICAL ENGINEER OR ARCHITECT IMMEDIATELY. IF THE CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ELECTRICAL ENGINEER OR ARCHITECT. THE CONTRACTOR WILL NOT BE COMPENSATED. ALL MATERIAL USED SHALL BE LISTED AND LABELED PROVIDED A STANDARD HAS BEEN STABLISHED FOR THE MATERIALS BEING USED. INSTALLATIONS OF EQUIPMENT AND MATERIALS SHALL COMFORM WITH THE LATEST EDITIONS (LION) OF THE LOCAL CODES AND ORDINANACE OF THE BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, NFPA, NATIONAL ELECTRIC CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, AND WHERE APPLICABLE, SHALL BE LISTED AND LABELED. THE WORKMANSHIP AND QUALITY ESTABLISHED BY THIS DRAWINGS AND SPECIFICATIONS SHALL NOT BE REDUCED AT THE ABOVE MENTIONED CODES. ALL EQUIPMENT SHALL BE EQUAL TO OR EXCEED THE MINIMUM REQUIREMENTS OF NEMA, IEEE, AND UL. SHOULD ANY CHANGES TO THE DRAWINGS OR SPECEFICATIONS BE REQUIRED TO COMPLY WITH GOVERNMENTAL REGULATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER PRIOR TO ANY SUCH WORK BEING EXECUTED. ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE OR THE DURATION OF THE WORK, AND SERVICES OF INSPECTIONS AND TESTING AUTHORITIES SHALL BE OBTAINED AND PAID BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE INCURRED RELATIVE TO POWER SERVICE (PRIMARY AND/OR SECONDARY) AND TELEPHONE SERVICE CONTRACTOR SHALL COOPERATE FULLY WITH LOCAL COMPANIES WITH RESPECT TO THEIR SERVICES. AN ACCURATE RECORD OF ALL DEVEATIONS SHALL BE KEPTAS TO THE WORK SHOWN ON THE DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED SO THAT A SET OF AS BUILT DRAWINGS CAN BE MADE BY THE CONTRACTOR, WERE UPON COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AT THE SITE PRIOR TO CONSTRUCTION WITH THE LOCAL POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY'S REQUIREMENTS TO MEET UTILITY'S REQUIREMENTS FOR THE INSTALLATIONS OF THE SOLAR POWER GENERATING SYSTEM. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT FOR ENGINEERS APPROVAL. THE ENGINEER RESERVES THE RIGHT TO REVISE THE DRAWING FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY, BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWING OR REVISIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITTING THAT THE REVISED DRAWING INVOLVED AND ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER OR OWNER OF THE COST OF THE REVISED WORK SECTION 16110 RECEWAYS AND BOXES STANDARDS EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND LATEST RECOMENDATIONS OF THE FOLLOWING: 1. RIGGID STEEL CONDUIT a) U.L. STANDARD UL-6 b) A.N.S.I. C80 -1 c) FEDERAL SPECIFICATION WW -C -581 E 2. INTERMIDIATE METALLIC CONDUIT (IMC) a) U.L. STANDARD UL -1242 b) FEDERAL SPECIFICATION WW -C -581 E 3. ELECTRICAL METAL TUBING a) U.L. STANDARD UL -797 b) A.N.S.I. C80 -3 c) FEDERAL SPECIFICATION WW -C -563 4. FLEXIBLE STEEL CONDUIT a) U.L. STANDARD UL -1 5. LIQUID TIGHT FLEXIBLE CONDUIT a) U.L. STANDARD UL -360 6. NON- METALLIC CONDUIT a) U.L. STANDARD UL-651 b) A.N.S.I. F512 C) N.E.M.A. STANDARD TC -2 d) FEDERAL SPECIFICATION GSA -FSS AND W -C- 1094 -A 7. WIREWAYS AND AUXILIARY GUTTERS a) U.L. STANDARD UL-870 SECTION 16110 RACEWAYS AND BOXES CONTINUED RACEWAY TYPES STANDARD THREADED RIGID STEEL CONDUIT 1. RIGID CONDUIT HEAVY WALL GALVINIZED. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. INTERMIDIATE METALLIC CONDUIT 1. LIGHT WEIGHT RIGID STEEL CONDUIT 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. ELECTRICAL METALLIC TUBING 1. CONTINUOUS, SEAMLESS TUBING, GLAVINIZED OR SHERADIZED ON THE EXTERIOR, COATED ON THE INTERIOR WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL. 2. COUPLINGS AND CONNECTORS: a) INDOORS AND TWO (2 ") INCHES IN SIZE AND SMALLER, SHALL BE STEEL SET SCREW TYPE FITTINGS b) 2 -112" SIZE AND LARGER MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS c) OUTDOOR SHALL BE RAIN TIGHT STEEL COMPRESSION GLAND FITTINGS 3. INDENT TYPE FITTINGS SHALL NOT BE USED. 4. ALL CONNECTORS SHALL HAVE INSULATED THROAT. 5. WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS. FLEXIBLE STEEL CONDUIT 1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE, FORMING SMOOTH INTERNAL WIRIRNG CHANNEL. 2. RACEWAY SHALL BE SECURED & SUPPORTED EVERY 36 ". 3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT GROUNDING WIRE BONDED AT EACH END AND SIZED AS REQUIRED. PROVIDE CONNECTORS WITH INSULATED BUSHINGS. 4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS. LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT 1. SAME AS FLEXIBLE STEEL CONDUIT EXCEPT WITH TOUGH, INSERT WATER TIGHT PLASTIC OUTER JACKET. 2. CAST MALLEABLE IRON BODY AND GLAND NUT, CADMIUM PLATED WITH ONE PIECE BRASS GROUNDING BUSHINGS WHICH TREAD TO INTERIOR OF CONDUIT. SPIRAL MOULDED VINYL SEALING RING BETWEEN GLAND NUTAND BUSHING AND NYLON INSULATED THROAT. APPROVED del' DRAWN: JC. CRUZ DREW N. WHITE CHECKED: JC. CRUZ MPLETE ELECTRIC CONTRACTORS, INC. ENGINEER: JC. CRUZ STATE LICENSE # EC13002507 APPROVED: A. WHITE NON METALLIC RACEWAY (PVC) 1. COMPOSED OF POLYVINYL CHLORIDE SUITABLE FOR 90 DEGREES C. 2. RACEWAY, FITTINGS, AND CEMENT MUST BE PRODUCED BY THE SAME MANUFACTURER WHO MUST HAVE HAD A MINIMUM OF TEN (10) YEARS EXPERIENCE IN MANUFACTURING THE PRODUCTS. 3. MATERIALS MUST HAVE TENSILE STRENGHT OF 7,000 TO 7,200 PSI AT 73.4 DEGREES F. FLEXIBLE STRENGHT 12,000 PSI AND COMPRESSIVE STRENGHT OF 9,000 PSI. 4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. ALL UNDERGROUNG RACEWAYS SHALL BE A MINIMUM OF 314" SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLYWITH GOVERNING CODES, WHERE RIGID STEEL CONDUIT IS USED. IT SHALL BE COMPLETELYCOATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL BE COMPLETELY COATED WITH ZINC CHROMATERIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIROMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING, ALL BOXESSHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. RACEWAYS IN HUNG CEILINGS SHALL BE RUN ON AND SECURED TO SLAB OR PRIMARY STRUCTURAL MEMBERS OF CEILING, NOT TO LATHING CHANNELS OR T -BARS, Z -BARS, OR OTHER ELEMENTS WHICH ARE THE DIRECT SUPPORTS OF THE CEILING PANELS, SECURE CONDUIT FIRMLY TO STEEL BY CLIPS AND FITTINGS DESIGNEDFOR THAT PURPOSE: INSTALLAS HIGH AS POSIBLE, BUT NOT LESS THAI 11'-0 "ABOVE HUNG CEILING. SUPPORT RACEWAYS AT INTERVALS NO GREATER THAN 10' -0" FEET AND WITH ONE SUPPORT WITHIN THREE (3) FEET OF EACH COUPLING, BOX, FITTING, OR OUTLET BOX, PROVIDE ONE SUPPORT WITHIN THREE (3) OF EACH ELBOW OR BEND. OUTLET, JUNCTION AND PULL BOXES. CAST TYPE CONDUIT BOXES, OUTLET BODIES AND FITTINGS 1. PROVIDE SURFACE MOUNTED OUTLET AND JUNCTION BOXES IN INDOOR LOCATIONS WHERE EXPOSED TO MOISTURE AND IN OUTDOOR LOCATIONS. 2. USE FERROUS ALLOW BOXES AND CONDUIT BODIES WITH RIGID STEEL OR IMC. 3. COVERS: CAST OR SHEET METAL UNLESS OTHERWISE REQUIRED. 4. TAPERED THREADS FOR HUBS. GALVANIZED PRESSED STEEL OUTLET BOXES 1. GENERAL a) PRESSED STEEL GALVINIZED OR CADMIUM PLATED. MINIMUM OF FOUR (4 ") INCHES, OCTAGONAL OR SQUARE, WITH GALVANIZED COVER OR EXTENSION RING AS REQ. 2. PLUG ANY OPEN KNOCKOUTS NOT UTILIZED, PLUG REPAIRS SHALL MANTAIN INTEGRITY AND RATING OF BOX. DO NOT USE ALUMINUM CONDUIT FOR ANY PURPOSE. SECTION 16120 WIRE AND CABLE PRODUCTS CONDUCTOR 1. ELECTRICAL GRADE ANNEALED COOPER, TINNED IF RUBBER INSULATED, AND FABRICATED IN ACCORDANCE WITH THE ASTM STANDARDS. MINIMUM SIZE #12 FOR BRANCH CIRCUITS AND #14 FOR CONTROL WIRING. 2. THE CONDUCTORS ILLUSTRATED ON THE DRAWING ARE COPPER. STRANDIDNG 1. #12 AND #10 SOLID. 2. CABLES LARGER THAN #10, STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDED DESIGNATIONS, 3. CONTROL WIRES STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDED DESIGNATION. INSULATED SINGLE CONDUCTORS 1. TYPE THHNITHWN -FLAME RETARDANT: HEAT - RESISTANT THERMOPLASTIC INSULATION, NYLON JACKET RATED FOR 90 C DRY175 C WET OPERATION. USE FOR BRANCH CIRCUIT WIRING. 2. USE TYPE THHNITHWN OR RHW OR XHHW, RATED FOR 90 C. FOR FEEDER CIRCUITS. COLOR CODING APPROVAL SIGNATURE: a) 120/208 VOLTS CODE b) 2771480 VOLT CODE 1) PHASE A -BLACK I)PHASE A -BROWN II)PHASE B -RED II)PHASE B- ORANGE III)PHASE C -BLUE III)PHASE C- YELLOW IV)NEUTRAL -WHITE IV)NEUTRAL -WHITE 400 Rinehart Rd. #1060 APPROVAL SIGNATURE: PROJECT INFORMATION: Lake Mary, FL 32746 JOB NAME: THOMAS CORNWALL PROPERTIES LLC PH: (407) 804 -1000 CYBER MARKETING Fax: (407) 3339143 www.bluechipenerg or ADDRESS: 2380 WEST 25TH STREET SANFORD, FL 32771 PmPdietwy l�nkmiationiPTT`h' document contains proptietary Information and trey not 6e used REVISIONS: APPROVED: DRAWING ME: ELECTRICAL SPECIFICATIONS & NOTES or disdosedto otl7erswit out vmaen percussion. DATE: 01 12109111 0 DATE: 12109111 02 2 PROJECT NO, 002 -0242 SHEET: E -4 DATE: 12109111 03 g DATE: 12109111 04 ® SYSTEM SIZE: 30 KVV SCALE - NTS SQE: - B 2. COLOR -CODED WIRING FOR CONTROL SYSTEMS INSTALLED IN CONJUCTIONS WITH MECHANICAL AND /OR MISCALLANEOUS PANEL BOARDS EQUIPMENT IN ACCORDANCE WITH THE WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT. FACTORY COLOR CODE WIRE 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH PANEL BOARD AND LOAD CENTER ENGRAVED WITH THE IDENTIFICATION NUMBER 6 AND SMALLER, WIRE NUMBER 4 AND LARGER MAYBE COLOR CODED BY COLOR TAPPING OF THE ENTIRE LENGTH OF INDICATED ON THE DRAWINGS. MOUNT AT THE TOP OF PANEL. THE EXPOSED ENDS. CONNECTORS 1. MAKE CONNECTIONS, SPLICES, TAPS, AND JOINTS WITH SOLDERLESS DEVICES, MECHANICALLY SECURE, PROTECT EXPOSED WIRES AND CONNECTING DEVICES WTH ELECTRICAL TAPE OR INSULATION TO PROVIDE PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR. 2. ELECTRICAL TAPE SHALL BE SPECIFICALLY DESIGN FOR USE AS INSULATING TAPE. SUPER 33+ SCOTCH VINYL ELECTRICAL TAPE AS MANUFACTURED BY 3M SHALL BE EQUAL. 3. USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS. USE ONLY A LUBRICANT APPROVED BY THE CABLE MANUFACTURERAND ONE WHICH IS COMPATIBLE WITH CABLE RACEWAYS. EXECUTION WIRE AND CABLE 1. USE #12 AWG MINIMUM FOR BRANCH CIRCUITS WHOSE LENGTH FROM THE PANEL TO THE FURTHEST OUTLET DOES NOT EXCEED100 FEET (HORIZONTAL RUN) FOR 120VOLTS CIRCUITS OR 200 FEET FOR 277VOLTS CIRCUITS. USE # 10 AWG OR LARGER FOR LONGER RUNS. 2. FLASHOVER OR INSULATION VALUE OF JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR. PROVIDE UNDERWRITER'S LABORATORIES LISTED CONNECTORS RATED TO 600 VOLTS FOR GENERAL USE AND A 1,000 VOLTS BETWEEN BALLAST AND LAMPS OR GASEOUS DISCHARGE FIXTURES. 3. USE TERMINATING FITTINGS, CONNECTORS, ETC., OF TYPE SUITABLE FOR THE SPECIFIC VABLE FURNISHED. MAKE BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLING COMPRESSION DEVICE. MAKE FITTINGS TIGHT. 4. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF A CIRCUIT, FEEDER, ETC.,UNLESS SPECIFICALLY NOTED OTHERWISE. 5. MCIAC TYPE CABLE IS PERMITTED FOR USE AS PER NEC. GENERAL INSTALLTION 1.PROVIDE TOOLS, EQUIPMENT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND MAKE REQUIRE SPLICES AND TERMINATION. 2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY: a) UTILIZE ROLLER BEARING SWIVEL TO PREVENT TWISTING ON CABLE ENTERING CONDUIT OR DUCT. b) TAKE PRECAUTIONS TO AVOID ENTRANCE OF DIRT AND WATER INTO CONDUIT. c) CLEAN EXISTING CONDUITS AND DUCTS TO REMOVE ANY PULLING COMPOUND PRIOR TO PULLING NEW CABLES. d) DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH. e) DO NOT BEND CONDUCTOR TO LESS THAN THE MANUFACTURER'S RECOMMENDED RADIUS. 0 MAKE SPLICES ONLY IN PULL BOXES, JUNCTION BOXES AND OUTLET BOXES. g) UTILIZE CABLE REELS ON JACKS FOR PULLIG THROUGH PULL BOXES, DUCTS, ANS CONDUITS SO BENDS WILL NOT BE EXCESSIVE ANS CONDUCTORS WILL NOT TOUCH SHARP EDGES; USE FEEDING TUBE WHERE REQUIRED. h) FOR LARGER DIAMETER CABLES, UTILIZE PROPERLY SIZED PULLING GRIPS. i) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF WIRE AND CABLE. FIELD QUALITY CONTROL 1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTIONOF ANY EQUIPMENT. 2. TEST FINAL EQUIPMENT CONNECTIONS FOR CONTINUITY OF GROUNDS AND SHORT CIRCUITS. 3. INSULATION RESISTANCE OF FEEDERS AND SUPER FEEDERS: a) TEST WITH MEGGER FOR INSULATION RESISTANCE. b) CORRECT FAULTS AND REPLACE SECTIONS WITH FAULTY INSULATION. DISCONNECT SWITCH 1. FURNISH AND INSTALL NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE DISCONNECT SERVES. SECTION16431 SWITCHBOARDS PRODUCTS APPROVED MANUFACTURERS 1. ALL SWITCHBOARDS ARE TO BE OF THE SAME MANUFACTURER AS THE PANEL BOARDS. 2. SUBJECT COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: A) SQUARE D B) NOT USED C) GENERAL ELECTRIC D) SIEMENS ITE RATINGS 1. THE ASSEMBLY SHALL BE RATED TO WITHSTAND MECHANICAL FORCES EXERTED DURING SHORT CIRCUIT CONDITIONS WHEN CONNECTED DIRECTLY TO A POWER SOURCE HAVING AVAILABLE FAULT CURRENTAS SHOWN ON THE DRAWINGS. EXECUTION INSTALATION 1. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6' FEET 6" INCHES TO TOP UNLESS OTHERWISE NOTE. 2. WHERE FLUSH MOUNTED, THE FIRE INTEGRITY OF THE WALL IN WHICH IT IS INSTALLED MUST BE MAINTAINED. 3. NEATLY ARRANGE ALL BRACH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS AND BETTS NYLON 'TY- RAPS" OR APPROVED EQUAL AT MINIMUM 4" INCH INTERVALS. 4. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED. 5. PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODEL WORK OR CHANGES, TRACE CIRCUITS TO DETERMINE LOADS AND PROVIDE NEW UPDATE DIRECTORY. TOUCH UP AND CLEANING 1. VACUUM ALL BACKBOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CONTRACT CLOSEOUT. 2. TOUCH UP SCRATCH MARKS ETC. WITH MATCHING PAINT. SECTION16475 FUSES 600 VOLT AND LESS GENERAL 1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS "RK1 ", TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS "L ". INSTALLATION ENCLOSURES 1. FUSES SHALL NOT BE INSTALLED UNTIL EQUIPMENT IS READY TO BE EMERGIZED. 1. PROVIDE NEMA 1 ENCLOSURES WHERE LOCATED INDOORS IN A DRY LOCATION. 2. PROVIDE AND INSTALL FUSSES OF PROPER TYPE, VOLTAGE AND AMPERAGE RATINGS FOR ALL FUSIBLE DEVICES FURNISHED. 2. PROVIDE NEMA 3R ENCLOSURES WHERE LOCATED OUTDOORS AND LOCATIONS SUBJECT TO THE ELEMENTS. 3. LABELS: a) APPLY APPROPRIATE LABEL WITHIN EACH SWTCH, MOTOR STARTER OR PANEL BOARD DOOR AT LOCATION NEXT TO FINISH FUSE CLIP, WHERE FUSES SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR, FILL -IN IN INK BLANK SPACES ON LABELS 1. ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE SWITCHBOARD SHALL BE PROPERLY CLEANED AND PROVIDED WITH A FOR NON- STANDARD FUSSES WITH APPROPRIATE SIZE AND VOLTAGE. RUST - INHIBITING PHOSPHATIZED COATING. COLOR AND FINISH OF INDOOR SWTCHBOARDS SHALL BE ANSI 61 LIGHT GREY. SECTION 16450 GROUNDING SUBMITTALS 1. SUBMIT TEST REPORTS CERTIFYING RESISTANCE VALUES OF BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS. PRODUCT MATERIALS 1. GROUNDS CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATING ON DRAWINGS. 2. GROUND RODS: a) COPPER -CLAD STEEL FABRICATED BY MOLTEN WELDING PROCESS. b) DIAMETER: 518" INCH. USE 314" INCH FOR ROCKY SOIL. c) LENGTH: 10' FEET c) DEMONSTRATE INSTALLATION IS FREE OF GROUNDS AND SHORT CIRCUITS AND THAT INSULATION RESISTANCE GENERAL COMPLIES WITH ICEA VALUES. 1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE STRANDED COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES 4. TEST DIRECT BURIAL CABLES AFTER COMPLETION OF BACK FILLING. SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FROM GROUNDING SECTION 16195 SYSTEMS THROUGH OUT THE BUILDING. ELECTRICAL IDENTIFICATION 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC). PRODUCTS 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE EQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE BUT NOT LIMITED NAMEPLATES TO FANS, PUMPS, CHILLERS, ETC. 1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WHITE ENGRAVED UPPER CASE LETTERS 5. ENGRAVED, LIMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND ENCLOSED BY WHITE BORDER ON BEVELED EDGES. SWITCHWEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE, AND AMPERAGE. 2. NAMEPLATESFOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE LETTERING. 3. ALL NAMEPLATES SHALL BE ENGRAVED AND MUST BE SECURED WITH RIVETS, BRASS OR CADMIUM PLATE SCREWS. THE USE OF DYMO TAPE OR ALIKE IS UNACCEPTABLE. CABLE TAGS AND WIRE IDENTIFICATION LABLES 1. CABLE TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON TIES. 2. WIRE MARKERS SHALL BE PREPRINTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT. 3. LABEL DESIGNATIONS, NOMINAL SYSTEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE PULL, SPLICE AND JUNCTION BOXES. EXECUTION SWITCHBOARDS 1. FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT THE TOP OF PANEL. 2. PROVIDE ON EACH MAIN SWTCH AND IDENTIFYING NAMEPLATE. SECTION 16476 DISCONNECT SWITCHES GENERAL 1. DISCONNECT SWTCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED NY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION ROOF, ETC.) ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS, AND STARTERS. APPROVED: / eY `� ANDREW N. WHITE COMPLETE ELECTRIC CONTRACTORS, INC. FL STATE LICENSE # EC13002507 I - - - . 400 Rinehad Rd. #1060 Lake Mary, FL 4 -32746 PH: (407) 333-900 Fax: (407) 333 -9143 www.blueehipenergy.org APPROVAL SIGNATURE: PROJECT INFORMATION: JOB NAME: THOMAS CORNWALL PROPERTIES LLC CYBER MARKETING ADDRESS: 2380 WEST 25TH STREET SANFORD, FL 32771 CoPY�9m 2009 81oechipen ergy PmpC*IW InfomWon•This aowmemwma u amPn information and maynot el used «dsdosed to dhers wdhouf emtten permission. REVISIONS: APPROVED: DRAWNGTME: ELECTRICAL SPECIFICATIONS & NOTES DRAWN: JC. CRUZ DATE: 12/09111 01 CHECKED JC. CRUZ DATE: 12!09111 Dz 2 PROJECT NO. 002 -0242 SHEET: E-5- ENGINE R: JC. CRUZ 12/09/11 03 3 APPROVED: A. WHITE ONTE. - 12109111 04 ® SYSTEms2E:30 SI:ALE NTS 5Q: B