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OEF:�'>'j# (i,(:4., v11, \\ %%; CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 03-1-2013 PERMIT#: 130131 WORK DESCRIPTION SOLAR PV 10 KW WITH BATTERY WORK LOCATION 703 RAILWOOD LANE OWNER NAME PETER&JODI BRITT ADDRESS 703 RAILWOOD DR CITY,ST,ZIP TYBEE ISLAND GA 31328-9760 PHONE NUMBER CONTRACTOR NAME COASTAL SOLAR POWER CO ADDRESS 9873 WHITEFIELD AVE CITY STATE ZIP SAVANNAH GA 31406 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $305.00 PROPERTY IDENTIFICATION# PIN#4-0002-20-029 PROJECT VALUATION $52,000.00 TOTAL BALANCE DUE: $305.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire,soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: Of d 74e,,,,, ,,,,7:1- I - v P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org (cif E- ` 'D /:�yvee—h i`i , % City of Tybee Island • Planning & Zoning Dept. NM %�;a,` �y:>�, err,... i, y . z N Inspection Report um* 16,V1/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 1NT RN 'KAL Phone 912.472.5032 • Fax 912.786.9539 Vex _ � E/ CODE COUNCIL' MEMBER Permit No. _,�,_ Date Requested 4f�, > / Owner's Name f-� -i--/-t•' Date Needed 'V c / Gen. Contractor �„z,�,l -A Viz')/' Subcontractor Contact Information '=1 --/ b_) .) -J Project Address ;;a.> 71-i/-A-)6?0.4-' Scope of Work °=> / � / C Inspector Date of Inspection Inspection ,t " I° - IL.._ Pass F. ] • Fee ---Th 0%s Inspection '�� -'�=-�� � �-- � r� � Pass Fa Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee mfr ,' ' '- _? T (9 , 0 s ) , City of Tybee Island • Planning & Zoning itil" Inspection Report lu��, 'j 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 y INTERNATIONAL >of�, >/ Phone 912.472.5032 • Fax 912.786.9539 CODE MUNCH: ,� MEMBER Permit No. / -� 0/ i Date Requested �/� , Owner's Name J, 1 Date Needed L/lL .� Gen. Contractor / '%2 Subcontractor Contact Information __,T a-r ,/Sri • .. Project Address '20.=.. /-g,/,t -X Scope of Work 4 e.,.16, Inspector 17)4 Date of Inspection 0,11.. Inspection Pass ❑ Fail ® Fee ,r l -> -:i J , >?.-- 7"' 4,, 11 1 ,,) vi 4 /7, i t%j 'S ,,J[ I1_1==r% . _=!4 >; - Q!■ Inspection /�-v ! . i-/......1.1 /- Pass ❑ Fail �c' -6= i\-)0 Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail 0 Fee /3 / CITY CITY OF TYBEE ISLAND BUILDING&ZONING DEPARTMENT P.O. Box 2749,Tybee Island,GA 31328 Phone _ ,,. ne 912 786 4573 Fax(912)786-9539 ( ELECTRICAL PERMIT APPLICATION & TEMPORARY SERVICE AFFIDAVIT Date 2 S c20(3 ,i New Work _ Replacement Location of work(street address) 0 3 fe- .a, (S o L r . Contractor �&di, ( Solr o v., 73 Telephone /2 Fg Address of Contractor IT 73 01-2 c (e c c 1 t1 4,e Property Owner P-a-1 er 13R, (1 Telephone Date work will be ready for inspect'on, if known 101/J1avy..1% Permit Number Estimated cost of construction 5-2 (9 00 A/C Unit and Heat Pump Range Hood—commercial ALL wiring, service Attic Ventilation Fan Service: amps included, must be Bell Transmitter—low voltage Sign Circuit-wattage COPPER. NO Border/Outline Lighting Smoke Detector—low voltage Building Saw Spa or Tub—grounding aluminum allowed. Exit Lights—life safety Special Outlet Heat Pump Swimming Pool—grounding Means shall be Meter Box Water Heater provided to Motor(s): hp Welder-220 volts circuit disconnect all Outlets—110 volts circuit Well Pump—grounding conductors from the Parking Lot Lights X-ray Pool Lights—grounding Other service-entrance Range—commercial ag" a. ' fOA conductors.NEC 230.70 Be►-,' - "-'• . APPLICATION FOR TEMPORARY SERVICE REQUEST In requesting temporary electrical service,the undersigned understands and agrees: 1. Connection of temporary electrical service does not remove the requirement to comply with all State of Georgia minimum construction codes. 2. Temporary electrical power is intended for completion of the construction process and testing equipment installed within the structure. 3. Issuing approval for temporary power connection does not constitute approval to occupy the structure. A Certificate of Occupancy must be issued by the City of Tybee Island prior to any occupancy. 4. The owner and contractor are hereby held responsible for any violations of this policy. A violation of this omay result in disconnection of the electrical service until all violations and deficiencies are corrected. olicy � 1 . i 2,0(5 Owner/Contractor Signature Date �Q�4ko 511 rit vl Owner/Contractor Printed Name • APPROVAL Fee Building Official Date 2 -2 g-t 3 "An Approved Set at Plana Must Remain on Job Site at All Times" Combiner Panel Sunny Sunny Sunny Sunny MAIN MAIN Boy Boy LOAD TRANSFER CRITICAL Island Island DISTRIBUTION DISTRIBUTION 11 Panel Array .. INVERTER INVERTER CENTER SWITCH LOAD INVERTER INVERTER PANEL PANEL PANEL I I : I AUTOMATIC Disconnect Disconnect TRANSFER Panel Array SWITCH r 1 48v Battery Combiner Bank Panel . 8-6v 435aH -,- Deka ...- ..., Batteries 11 Panel Array ..„ .... AC AC AC DSCT DSCT DSCT Visible Visible Visible 11 Panel Array from from from FUTURE Service FUTU Service Service GENERATOR 0 Meter Meter Meter EXISTING GEORGIA POWER METER DC CIRCUIT AC CIRCUIT • REVIEW FOR CODE COMPLIANCE Every effort has been made to Identify code violations, no oversight by the 906 RAILWOG1D reviewer shall be construed as authority to violate, cancel, alter or set aside ALL CONOTHUCT/JOH MUST COMPLY WITH THE any applicable codes or ordinances.The MD I D ...q 7 AND THE IM ONE MO TWO review and permit should not be construed as a warranty oluarantee. rAMILY OWELLMI COE_ 110i\i ALt,Elpi:11,gyzositle/hoiiIhistiFiromisout:tAseirfic Reviewed By . )-4 Date 3/I i 2, MD 8TATE OF UEIJHUA AMENUMENTO it Somffp/;-,Bornlilmints ROOF LAYOUT 906 RAILWO❑D AVE METAL ROOF-ARRAY TO BE ATTACHED EVERY 48° BY S-5-N CLAMPS TO STANDING SEAM ROOF TO ACHIVE 120 MPH WIND LOAD SOLAR ARRAY A A A 1 STRING COMBINER A A A A A D A A • __ __a__ ' C C C C A A �\ J , `• __ 3 : iB BB BtB 3 A I 3 1 3 B ! B B B SOLAR ARRAY ' STRING COMBIN R 11 Tic October 3, 2012 lnr Unirac, Inc. 1411 Broadway Boulevard NE structural Albuquerque, NM 97102-1545 EntalnrLvrInta CAOA Subject: Engineering for SolarMountTM Evolution - ICC-ES ESR 3083 El tral &Ica Ineet trio To Whom It May Concern: Instrurnt+nraticm'7 TJC and Associates, Inc. (TJCAA) has worked with Unirac, Inc. to obtain an ICC-ES ESR for its SolarMountTM Evolution product. Terrapin Testing, a Controls division of TJCAA and an IAS accredited laboratory, conducted the qualification testing for the SolarMountTM Evolution product. Terence Cavanagh, S.E., a Principal with TJCAA, is the Engineer of Record (EOR) for the engineering submitted to ICC-ES in support of ESR 3083. Therefore, where a specific EOR must be identified in association with ESR 3083, this letter may be used for that purpose. For the user's convenience, a copy of ESR 3083 has been attached to this letter. Sincerely, Terence J. Cavanagh TJC and Associates, Inc. TJC:ns Enclosures: ESR 3083 file: 310003TG.100.100 Non(1;ks )i 3`.a91,58 Ws: > --s1 ICC EVALUATION .SERVICE Most Widely Acce I ted and Tru ted [ICC-ES vduation Report ESR-3083 Issued February 1, 2012 This report is subject to renewal February 1, 2013. w w cc-es I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:05 00 00—METALS (6.1 m) and may be cut to other lengths based on the Section: 05 05 23—Metal Fastenings limitations provided in this report. Beams are formed from Section: 05 10 00—Structural Metal Framing either 6005A-T61, 6351-T5, or 6061-T6 extruded aluminum. See the figure within Table 3 for a description of REPORT HOLDER: the beam. UNIRAC, INC. 3.2.2 Flange Attachment: The flange attachment, 1411 BROADWAY BOULEVARD NE shown in Figure 1 of this report, is a bracket used to ALBUQUERQUE, NEW MEXICO 87102 connect the beam to the roof structure. The flange (505)242-6411 attachment is composed of the flange bracket and the seismic clip. Both of the flange attachment components are www.unirac.com made from 6005A-T61, 6351-T5, or 6061-T6 extruded support(cilunirac.com aluminum. EVALUATION SUBJECT: 3.2.3 Retainer: The retainer, shown in Figure 1, is used to secure the beam to the flange attachment and is also UNIRAC SOLARMOUNTTM (E)VOLUTION FLUSH MOUNT used at beam splices. The retainer is made from 5052-H32 MODULAR FRAMING SYSTEM aluminum. Four stainless steel self-drilling screws having a 1/4-inch (6.35 mm) diameter are used to connect each 1.0 EVALUATION SCOPE retainer to the web of the beam. Compliance with the following codes: 3.2.4 End Clamp: The end clamp, shown in Figure 1, is • 2009 and 2006 International Building Code(IBC) a two-component clamp used to connect the end PV module of an array of PV modules to the beam. The top • 2009 and 2006 International Residential Code(IRC) component of the clamp is made from 300 series stainless Property evaluated: steel. The bottom component of the clamp is made from either 6005A-T61, 6351-T5, or 6061-T6 extruded Structural aluminum. A 5/15-inch-diameter (7.94 mm) stainless steel 2.0 USES bolt is used with each end clamp to fasten the top The Unirac SolarMountTM (E)volution Flush Mount Modular component of the clamp to the bottom component. Framing System is intended for use as a means to support 3.2.5 Mid Clamp: The mid clamp, shown in Figure 1, is and secure photovoltaic modules to a roof under code- used to connect two adjacent PV modules to the beam. prescribed loading conditions. The flush mount system will The top component of the clamp is made from 300 series be oriented so that the modules are parallel to, and stainless steel. The bottom component of the clamp is elevated above, the roof surface on which they are made from either 6005A-T61, 6351-T5, or 6061-T6 mounted. The flush mount modular framing system is extruded aluminum. A 5/,s-inch-diameter (7.94 mm) designed to be installed with a photovoltaic module that is stainless steel bolt is used with each mid clamp to fasten composed of a 6063-T5 or better type aluminum frame, the top component of the clamp to the bottom component. having a depth of 0.95 to 2.0 inches(24.13 to 51 mm), and 3.2.6 Beam End Stop: The beam end stop, shown in a minimum thickness of 0.060 inch(1.52 mm). Figure 1, is used to limit the movement of the PV module 3.0 DESCRIPTION along the beam length. The beam end stop is made from 3.1 General: either 6005A-T61, 6351-T5, or 6061-T6 extruded aluminum. Each beam end stop is attached to the top The Unirac SolarMountTM (E)volution Flush Mount Modular flange of the beam by using two 1/4-inch-diameter Framing System is composed of extruded aluminum (6.35 mm) stainless steel self-drilling screws. beams, clips, clamps, attachments, and fasteners which 3.2.7 Bolts and nuts: Stainless steel nuts and bolts used are used to attach an array of photovoltaic panels to a roof structure. with the end and mid clamps are 5/16-inch diameter 300 series stainless steel with a minimum tensile strength of 85 3.2 Materials: ksi (586 MPa), and have serrations on the underside of the 3.2.1 Beams: Beams are used to support the PV bolt head and on the face of the nuts to provide resistance modules and are provided in lengths of up to 20 feet to loosening. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as aat aNS/ to any,finding or other matter in this report,or as to any product covered by the report. fay . Copyright©2012 Page 1 of 9 ESR-3083 I Most Widely Accepted and Trusted Page 2 of 9 3.2.8 Self-tapping Screws: Self-tapping screws are For alternate installation conditions, the allowable spacing /4-inch (6.35 mm), 20-thread-per-inch, austenitic stainless shown in Tables 4 through 15 may be adjusted in steel screws, and have minimum ultimate tensile and shear accordance with the provisions shown in Table 17 of this strengths of 4124 pounds and 2860 pounds(18.3 and 12.7 report. kN), respectively. The allowable spacings shown in Tables 4 to 16 are 4.0 DESIGN AND INSTALLATION based on the following conditions: 4.1 Design: 1. The building has either a monoslope roof with a slope The attachment of the flush mount modular framing system less than 3 degrees, a gable roof with a slope less to the supporting roof structure must be designed in than or equal to 45 degrees, or a hip roof with a slope accordance with the applicable code to resist the applied less than or equal to 27 degrees. forces. The design of the flush mount modular framing 2. The roof has a minimum slope of 1.2 degrees. system may be based on one of the design methods 3. Installations are limited to site conditions where the shown in Sections 4.1.1 and 4.1.2, below, both of which topographic factor, Kzt, is equal to one. are based on Allowable Stress Design. Regardless of which method is selected, the installation conditions shown 4. Values in Tables 4 through 16 are for installations in in Figure 1 must be followed. Wind Exposure Category B or C. 4.1.1 Design Method 1, Analytical: Allowable load 5. Values in Tables 4 through 16 are valid for building capacity for connectors and beam section properties are heights less than or equal to 30 feet(9.1 m). provided in Tables 2 and 3. Allowable load capacities 6. Values in Tables 4 through 16 are for a PV module shown in Table 2 are based on a PV module with an array located in roof zone 1, as indicated in Figures aluminum frame, as described in Section 2.0 of this report, 11-B through 11-D of ASCE 7-05. being installed with the components described in Table 2. 7. The maximum allowable cantilever of the beam is 40 The design forces determined in accordance with the percent of the adjacent span of the beam flange applicable code must not exceed the allowable load attachment spacings shown in Tables 4 through 16. capacities of the connectors and beam. The section properties indicated in Table 3 of this report must be used 8. Values in the tables are for roof installations only with in the design of the beam in accordance with the 2005 PV modules parallel to and less than 10 inches above Aluminum Design Manual (ADM). Design of the beam the roof surface. must consider axial forces, which in turn are caused by 9. In regions with ground snow loads less than 20 psf but loads acting parallel to the beam and bending forces, not zero, the roof angle in degrees must be greater which are caused by loads acting perpendicular to the than the horizontal distance from eave to ridge in feet beam. The allowable axial load must be determined using divided by 50 (horizontal distance from eave to ridge Section 3.4.7 of the ADM. Unbraced length of the beam in meters divided by 15.2). must be considered as the spacing between points of attachment. Consideration must be given to both X-axis 10. System dead load, including PV modules and and Y-axis buckling of the beam due to axial forces. mounting hardware, must be between 1.6 and 6.2 psf Design of the beam must also consider bending forces (7.8 and 30.3 kg/m2). applied to the beam in both the X-axis direction (loads 11. Importance factors are equal to 1.0 in Tables 4 perpendicular to the surface of the PV module) and Y-axis through 16. direction (loads parallel to the surface of the PV module). 12. The values shown in Tables 4 through 17 are based Allowable bending stresses must be determined using on uniform loading conditions. Unbalanced, drifting, Section 3.4.14 of the ADM. Unbraced length of the beam and sliding snow load conditions have not been must be considered as the spacing between the considered. attachment points. Shear stresses in the beam due to forces applied to the beam in both the X-axis (loads 13. Installations must be in seismic site class A, B, C, or perpendicular to the surface of the PV module) and Y-axis D, as defined in ASCE 7-05. (loads parallel to the surface of the PV module) directions 14. Spectral response acceleration, Ss, is less than or must be considered. The allowable shear stress is 12 ksi equal to 1.2 in Tables 4 through 16. (82.7 MPa). Consideration must also be given to torsional may Reaction forces shown in Tables 4 through 16 be forces caused by loads parallel to the surface of the PV g y module and perpendicular to the beam. The maximum load reduced linearly if the installed distance between applied to the beam must not exceed the web crippling attachments is less than the distance between reactions shown in Table 3. Combined stresses must be attachments shown in the Tables 4 through 15. For considered in the determination of the beam capacity in example, if the spacing is half the amount shown in accordance with Section 4 of the ADM. Applied loads must the tables, then the reaction force may also be be determined in accordance with the applicable code and reduced by half. the ICC-ES Acceptance Criteria for Modular Framing 16. The force on the retainer is 160 pounds (711 N) at the Systems Used to Support Photovoltaic (PV) Modules maximum retainer spacing specified in Table 16. The (AC428). Where code applied design loads are modified force on the retainer may be reduced linearly if the and/or clarified by AC428, the more stringent design load distance between attachments is less than shown in must be used. Applied loads must be considered as loads Tables 4 through 15. For example, if the distance acting parallel to the surface of the PV modules and between attachments is half the value shown in the perpendicular to the surface of the PV modules. tables, then the force on the retainer will be 80 pounds 4.1.2 Design Method 2, Prescriptive: Allowable spacing (356 N). of flange attachments, retainer spacing and reaction loads 17. The longest continuous run of spliced beams is 20 feet at attachment points for use in designing the roof and (6.1 m). A beam positive stop must be installed at the connection of the system to the roof are provided in Tables lowest end of any run of beams installed perpendicular 4 through 16, subject to the cond"ns listed in this section. to the roof ridp'-one. ESR-3083 I Most Widely Accepted and Trusted Page 3 of 9 18. The maximum width of the PV module, which is the 5.6 The location of the PV modules and support framing PV module dimension parallel to the beam, must be on a roof must be established by the local jurisdiction, equal to or less than the module length along beam based on consideration of access by fire personnel, shown in Table 16. roof vents, and other roof features. 19. Adjustment factors provided in Table 17 must be 5.7 The roof live load must be determined by the local applied to the allowable spacing values shown in jurisdiction. Tables 4 through 15. Adjustment factors for a specific 5.8 The framing system must be installed in accordance condition must not be combined with an adjustment with the installation instructions of the PV module factor for another condition. The most conservative manufacturer, Unirac's published installation adjustment factor must be considered when multiple instructions and as described in this report. A copy of conditions exist. the applicable installation instructions must be 4.2 Installation: available for review at the jobsite. Where a conflict Installation procedures must be in accordance with Unirac between this report and the installation instructions published installation instructions and as noted in Figure 1 occurs,the more restrictive governs. and applicable provisions shown in Section 5.0 of this 5.9 For the analytical design approach described in report. Locations must be in accordance with the approved Section 4.1.1 of this report, the design forces plans and specifications. calculated in accordance with the code must not 4.3 Special Inspection: exceed the allowable connector capacities shown in Table 2 and the allowable beam capacity calculated in Periodic special inspections as indicated in Item 2 of IBC accordance with the provisions of Section 4.1.1 and Section 1707.7 must be required during installation of mid Table 3. clamps and end-clamps in Seismic Design Categories E 5.10 For the prescriptive design approach described in and F. The role of the special inspector is to verify that the Section 4.1.2, the design assumptions shown in connectors and connecting material and installation are in Section 4.1.2 must be considered for prescriptive accordance with this evaluation report and Unirac's installation of the modular framing system, as shown published installation instructions. in Tables 4 through 17. 5.0 CONDITIONS OF USE 5.11 The distance between the bottom of the PV module The Unirac SolarMountTM (E)volution Flush Mount Modular and the roof must be between 2 and 10 inches (51 Framing Systems described in this report comply with, or and 254 mm). are suitable alternatives to what is specified in, those 5.12 A registered design professional must verify that the codes listed in Section 1.0 of this report, subject to the structure supporting the PV array will adequately following conditions: support the anticipated applied loads. 5.1 The methods of securing the modular framing system 5.13 Special inspections must be conducted in accordance to the roof structure must be designed by a registered with Section 4.3. design professional where required by the statutes of the local jurisdiction. 6.0 EVIDENCE SUBMITTED 5.2 The capacity of the PV module to resist the structural Data in accordance with the ICC-ES Acceptance Criteria loads cited in this report must be demonstrated to the for Modular Framing Systems Used to Support satisfaction of the code official. The PV module must Photovoltaic (PV) Modules (AC428) dated November be compatible for support and restraint with the flush 2010. mount modular framing system. 7.0 IDENTIFICATION 5.3 Modular framing systems subject to vibratory loading The beams and connector components are identified on are outside the scope of this report. the packaging by a label with the manufacturer's name 5.4 Electrical safety, grounding provisions and grounding (Unirac), the words "SolarMount (E)volution" and the continuity are outside the scope of this report. evaluation report number(ICC-ES ESR-3083). The clamps have the name "Unirac" embossed in a location visible 5.5 Roof penetrations must be flashed in accordance with after installation. accepted flashing practices to the satisfaction of the code official. ESR-3083 I Most Widely Accepted and Trusted Page 4 of 9 Table 1:Bolt lengths for mid and end clamps For SI: 1 pound=4.48 Newtons Bolt Length (inches) Module Height Range (Inches) 1 inch=25.4 millirneters 1.25 0.95 TO 1.60 1 psf=0.0478 kiloPascals 1.75 1.45 TO 2.00 1 mph=1.61 kilometers/hr Table 2:Allowable loads for components (Allowable Stress Design,ASD) Allowable ,Tension Component Load Direction Load (pounds) * ?' Transverse End Clamp to beam Tension 958 - lio, 3 Transverse to beam(as friction clip) 315 ^, Parallel to beam 204 \NN4t Parallel Note-Forces appied to the clamps shall be orthogonal to the beam Mid Clamp to beam Tension 1061 , Tension Transverse to beam(as friction clip) 636 w. . Parallel to beam 244 •. Transverse Note- Forces appied to the clamps shall be orthogonal to the beam . Parallel Module Positive Stop Transverse to beam 711 (2 per module) i Beam to flange attachment Tension 744 Tension Transverse Compression 1183 Fixe , Transverse,fixed side 243 V i Transverse,flex side 134 ,-4(iik J Transverse Flex Beam end stop Shear 1071 8t.Sh Retainer Axial to beam 429 ,Mli -Axial i// Table 3:Beam section properties Properties Units Value y Gross area in2 0.537 sos Section Modulus,X-axis in3 0.3359 Section Modulus,Y-axis in3 0.1309 Moment of inertia,X-axis in4 0.3695 Moment of inertia,Y-axis in4 0.0659 2.200 Radius of gyration,X-axis in 0.8295 Radius of gyration, Y-axis in 0.3504 Torsional Constant(J) in4 0.113 L2/5.11::! Minimum thickness of element(tb) in 0.062 1.1°° Mean Area of inner and outer boundaries (Am) in2 1.53 Allow able Web Crippling Reaction X-Axis (RW0) lbs 1592 - Allow able Web Crippling Reaction Y-Axis (R,,,,y) lbs 3541 Loco Notes- Local buckling of Flanges and webs does not control flexural design of beam - Reactions to the beam are limited to those shown in Table 2 above. f Up Notes for tables 4 through 15: 4 Down 1.The top row of each cell contains the maximum distance betw een flange attachments (inches) ! 2.The bottom row of each cell contains reaction forces on the attachment: I up force perpendicular to the module(pounds)/down force perpendicular to the module(pounds). 3. Beam positive stops are required for installations w ith the beam perpendicular to the roof ridgeline. �j 4.Module positive stops are required for installations with the beam parallel to the roof ridgeline. �►' ___ Flange 5.The reaction forces up/dow n are used to design the connection betw een the attachment and supporting structure. ESR-3083 I Most Widely Accepted and Trusted Page 5 of 9 Table 4:Allowable distance between attachments,reaction loads (up/down'85 m ph wind sp ed e ,e g ry xposure category Module-Length Ground'Snow Load in pst(or f400Flive Load,whichever is greater) J-Beam(in) t. r 10 25 2 5. 3.2■ 4,C Fr {G 139 105 130 95 89 88 84 73 67 63 124/247 121/259 118/295 111/329 105/361 104/367 100/393 91/436 85/490 80/542 97 93 87 81 76 75 71 63 59 55 154/305 147/320 139/365 131/407 124/446 123/454 119/486 106/525 99/591 94/652 79 76 71 66 62 61 58 53 46 39 192/391 188/410 177/468 168/522 160/572 159/582 153/622 132/657 123/738 115/812 • 78 75 70 65 61 60 57 52 44 38 195/397 191/416 180/475 170/530 162/581 161/591 155/631 135/669 125/751 117/826 78 75 70 65 60 60 57 52 44 37 196/399 192/419 181/478 172/533 164/585 162/595 156/635 136/674 126/757 118/832 76 73 68 63 59 58 55 49 41 Special Eng. 202/413 198/434 187/494 177/550 168/603 167/614 161/655 140/697 130/781 Required , 73 70 66 61 57 56 53 45 Special Eng. Special Eng. 209/430 205/451 194/514 183/573 175/629 173/640 167/684 146/729 Required Required 70 68 63 59 55 54 51 Special Eng. Special Eng. Special Eng 219/449 215/471 202/540 192/603 183/661 182/673 175/719 Required Required Required Table 5:Allowable distance between attachments,reaction loads (up/down'90 mph wind speed,exposure category B Module Length Ground Snow Load in pst(or Root Live Load,whichever is greater) -I-Bearn(in) 5 2i 2.. 5, 4i: 55 5 t :'2 107 104 100 94 88 87 83 73 67 63 138/250 135/259 132/295 125/329 118/361 117/367 113/393 '102/436 95/490 90/542 /-, , 95 92 87 80 75 74 71 63 59 55 171/310 165/320 155/365 147/407 140/446 139/454 134/486 119/525 112/591 106/652 /15 78 75 71 66 61 61 58 53 46 39 217/391 213/410 201/468 190/522 181/572 180/582 173/622 150/657 139/738 130/812 ;7 77 74 70 65 60 60 57 52 44 38 220/397 216/416 204/475 193/530 184/581 182/591 176/631 153/669 141/751 132/826 65 76 73 69 64 60 59 56 52 44 37 222/399 218/419 205/478 195/533 185/585 184/595 177/635 154/674 143/757 134/832 72 74 72 67 62 58 58 55 49 41 Special Eng. 229/413 224/434 211/494 200/550 191/603 189/614 182/655 159/697 147/781 Required 6 72 69 65 60 56 56 53 45 Special Eng. Special Eng. 237/430 232/451 219/514 208/573 198/629 196/640 190/684 165/729 Required Required ::5 69 67 63 58 54 54 51 Special Eng. Special Eng. Special Eng 248/449 243/471 229/540 218/603 208/661 206/673 199/719 Required Required Required Table 6:Allowable distance between attachments,reaction loads (up/down'100 mph wind speed,exposure category B Module Length Ground Snow Load in pst(or Roof Live Load,whichever is greater) -I-Beam(in) 0 /1 .. 2 0 25 5C 4C 95 EC 2. 133 100 98 93 87 86 82 72 67 63 171/276 167/276 159/295 153/329 145/361 144/367 138/393 126/436 118/490 111/542 92 89 85 79 74 73 70 62 58 55 213/341 208/334 195/365 185/407 176/446 175/454 169/486 150/525 139/591 131/652 75 73 69 64 60 60 57 52 46 39 273/420 267/410 252/468 239/522 227/572 226/582 217/622 188/657 174/738 163/812 74 72 68 63 59 59 56 51 44 38 277/426 271/416 256/475 242/530 231/581 229/591 221/631 192/669 178/751 166/826 74 71 68 63 59 58 56 51 44 37 279/429 273/419 258/478 244/533 233/585 231/595 222/635 193/674 179/757 168/832 72 69 66 61 57 57 54 49 41 Special Eng. 287/441 281/434 265/494 251/550 239/603 237/614 229/655 199/697 184/781 Required ii tie 69 67 64 59 56 55 52 45 Special Eng. Special Eng. 298/459 291/451 275/514 261/573 249/629 246/640 238/684 208/729 Required Required .. 67 65 61 57 53 53 50 Special Eng. Special Eng. Special Eng. 311/479 305/471 _ 288/540 273/603 261/661 258/673 _ 249/719 Required Required Required Table 7:Allowable distance between attachments,reaction loads u /down'110 mph wind speed,exposure_category B N(odulelength Ground Snow Load in pst tor-koot Live Load,whichever is grey er) -L Beam(in) 0 a• 12 E0 2 5 21 4:0 5 C :0 99 97 95 91 85 84 81 71 66 62 210/303 205/303 192/305 182/329 _ 174/361 172/367 167/393 152/436 142/490 134/542 89 86 82 77 73 72 69 61 57 54 261/375 255/370 239/365 226/407 216/446 214/454 207/486 183/525 171/591 160/652 72 70 67 63 59 59 56 52 46 39 327/464 327/448 309/468 292/522 _ 279/572 276/582 _ 266/622 231/657 214/738 200/812 . 71 69 66 62 58 58 55 51 44 38 332/471 332/455 313/475 297/530 283/581 280/591 270/631 235/669 217/751 204/826 71 69 66 62 58 57 55 50 44 37 334/474 334/458 316/478 299/533 285/585 282/595 272/635 237/674 219/757 205/832 69 67 64 60 56 56 53 49 41 Special Eng. 344/488 344/472 325/494 308/550 293/603 291/614 280/655 244/697 226/781 Required 67 65 62 58 55 54 51 45 Special Eng. Special Eng, 357/507 357/494 337/514 319/573 304/629 302/640 291/684 254/729 Required Required 64 62 60 56 52 52 49 Special Eng. Special Eng. Special Eng. 374/529 373/517 352/540 334/603 319/661 316/673 _ 305/719 Required Required Required key: Meximum distance between flengeattachments,beamspan(inch) React ion forces up/down(pounds) ESR-3083 I Most Widely Accepted and Trusted Page 6 of 9 Table 8:Allowable distance between attachments,reaction loads (up/down'120 mph_wind speed,exposure category B 'Module Length (;round Snow Load in ps (or Hoot Live Load,whichever is greater) 113eam(in) ; 26 C C 4 C b 94 94 93 89 84 83 79 70 65 62 253/331 247/331 231/329 2191343 209/365 207/372 200/397 183/436 169/490 159/542 85 83 79 75 71 70 67 60 57 53 - 306/409 306/408 287/391 272/413 260/452 2581459 249/491 220/525 205/591 192/652 70 68 65 62 58 58 55 51 46 39 372/509 372/493 371/479 351/522 3351572 332/582 320/622 277/657 257/738 240/812 69 67 64 61 57 57 54 50 44 38 377/517 377/500 376/486 357/531 340/581 337/591 325/631 282/669 261/751 245/826 68 66 63 60 57 56 54 50 44 37 380/521 380/504 379/490 359/534 342/585 339/595 327/635 284/674 263/757 246/832 67 65 62 59 55 55 52 48 41 Special Eng. 392/535 392/520 390/504 370/551 352/603 349/614 336/655 293/697 271/781 Required 64 62 60 57 53 53 51 45 Special Eng Special Eng 406/557 406/543 404/522 383/576 366/629 362/640 350/684 305/729 Required Required 62 60 58 55 51 51 49 Special Erg. Special Eng. Special Eng _ 425/581 425/569 423/545 401/603 383/661 379/673 366/719 Required Required Required Table 9:Allowable distance between attachments,reaction loads (up/down'150 mph wind speed,exposure category B Module Length Ground Snow Load in pst(or Hoot Live Load,whichever is greater) 4-Beam(in) 84 84 84 82 79 78 75 67 63 59 354/422 354/422 354/422 348/416 333/423 330/424 319/433 292/469 270/503 254/542 75 74 72 69 67 66 64 58 54 52 417/522 417/522 417/506 416/488 _ 412/498 409/505 395/535 351/562 326/604 306/652 62 61 59 57 55 54 52 48 46 39 507/651 507/635 507/612 506/590 5051621 505/628 504/656 440/693 408/740 382/812 61 60 58 56 54 53 51 48 44 38 514/661 514/645 514/620 513/599 513/630 513/637 512/666 448/704 415/751 389/826 ..: 61 59 57 55 53 53 51 47 44 37 518/666 518/649 518/625 _ 517/603 516/635 516/642 516/671 452/709 418/757 392/832 59 58 56 54 52 52 50 46 41 Special Eng. 534/684 534/669 534/644 533/621 532/653 532/661 530/691 465/729 431/781 Required 57 56 54 52 50 50 48 45 Special Eng. Special Eng, 554/712 554/698 554/672 553/647 552/682 552/689 552/720 485/758 Required Required 55 54 52 50 48 48 46 Special Eng. Special Eng. Special Eng. 579/743 579/731 579/703 579/677 579/713 579/721 579/754 Required Required Required Table 10:Allowable distance between attachments reaction loads u /dow185 mph wind speed,exposure category C Module Length Ground Snow Loa•to pst(or oot ive oad,whichever is grea er) --Beam(in) C 12 12 2 C 2 6 6 40, 6 C CC 103 100 97 92 87 86 82 - 72 67 63 173/278 169/278 161/295 154/329 147/361 14 5/367 140/393 127/436 119/490 112/542 44 92 89 84 79 74 73 70 62 58 55 216/343 211/336 197/365 187/407 178/446 177/454 171/486 151/525 141/591 132/652 £5 75 73 69 64 60 60 57 52 46 39 276/423 270/410 255/468 242/522 230/572 228/582 220/622 191/657 177/738 165/812 57 74 71 68 63 59 59 56 51 44 38 280/429 274/416 259/475 245/530 234/581 232/591 223/631 194/669 180/751 168/826 68 73 71 67 63 59 58 56 51 44 37 282/432 276/419 261/478 247/533 235/585 233/595 225/635 196/674 181/757 170/832 72 72 69 66 61 57 57 54 49 41 Special Eng. 291/444 285/434 269/494 254/550 242/603 240/614 231/655 202/697 187/761 Required 7 8 69 67 64 59 55 55 52 45 Special Erg. Special Eng. 301/462 295/451 278/514 264/573 252/629 249/640 241/684 210/729 Required Required 8 g 66 65 61 57 53 53 50 Special Eng. ' Special Erg. Special Eng. 315/482 309/471 291/540 276/603 264/661 261/673 252/719 Required Required Required Table 11:Allowable distance between attachments reaction loads u./dowf 90 m•h winds.eed ex.osure cate.or C F o•u a eng roun• now oa•in ps or'oo ive oa.,w lc evens grea er - — — -----"- 1 Beam(in) C 2, 1tr 2. 2:, _c E fit: 2 100 99 96 91 86 85 81 72 66 62 196/293 191/293 179/297 171/329 164/361 162/367 156/393 142/436 133/490 126/542 90 87 83 78 73 72 69 62 58 54 244/363 238/357 223/365 211/407 202/446 200/454 193/486 171/525 159/591 149/652 73 71 68 64 60 59 56 52 46 39 311/449 305/432 288/468 273/522 260/572 258/582 249/622 215/657 200/738 187/812 72 70 67 63 59 58 55 51 44 38 316/455 310/439 293/475 277/530 264/581 262/591 252/631 219/669 203/751 190/826 72 69 66 62 58 58 55 51 44 37 318/458 312/442 295/478 279/533 266/585 264/595 254/635 221/674 205/757 192/832 70 68 65 60 57 56 54 49 41 Special Eng. 328/471 321/456 303/494 287/550 274/603 271/614 261/655 228/697 211/781 Required 68 66 62 - 58 55 54 52 45 Special Eng. Special Eng 340/490 333/476 314/514 298/573 284/629 282/640 272/684 237/729 Required Required 65 63 60 56 53 52 50 Special Eng. Special Eng. Special Eng. 356/512 349/500 329/540 312/603 298/661 295/673 285/719 Required _ Required Required key: Maximum distance between flange attachments,beam span(inch) Reactionforces up/down(pounds) ESR-3083 I Most Widely Accepted and Trusted Page 7 of 9 Table 12:Allowable distance between attachments reaction loads u./dowi 100 mph wind speed,exposure category C M odule Length (round Snow Loa.in pst(or Hoof Live Load,whichever is greater -i-Beam(in) 1: •.. Z:C. 2 1E .. .... 95 95 94 89 84 83 80 71 66 62 245/326 240/326 225/325 213/339 203/363 201/370 195/395 178/436 164/490 155/542 86 83 80 76 71 71 68 61 57 54 300/404 298/401 279/386 264/410 252/449 250/457 242/488 214/525 199/591 187/652 . 70 68 65 62 58 58 55 51 46 39 364/502 364/486 360/476 341/522 325/572 322/582 310/622 269/657 249/738 233/812 69 67 64 61 57 57 54 50 44 38 370/509 370/493 365/483 346/530 330/581 327/591 315/631 274/669 254/751 237/826 69 67 64 60 57 56 54 50 44 37 372/513 372/496 368/486 349/533 332/585 329/595 317/635 276/674 256/757 239/832 67 65 62 59 56 55 53 49 41 Special Eng, 384/527 384/511 379/501 359/550 342/603 339/614 326/655 284/697 263/781 Required 65 63 60 57 54 53 51 45 Special Eng. Special Eng. 398/549 398/535 393/519 372/573 355/629 352/640 340/684 296/729 Required Required 62 61 58 55 52 51 49 Special Eng. Special Eng. Special Eng 417/572 417/560 411/540 390/603 372/661 368/673 356/719 Required Required Required Table 13:Allowable distance between attachments,reaction loads (up/dowi 110 mph wind speed,exposure category C Module Length around Snow Lo ad in psf(or Hoot Live Load,whichever is greater) -'-Beam(in) G 90 90 90 87 82 81 78 69 65 61 291/361 291/361 274/361 260/367 248/377 246/383 238/408 217/445 201/490 189/542 4 81 80 77 74 70 69 66 59 56 53 343/446 343/446 341/428 323/430 308/467 305/474 295/505 2611534 243/591 228/652 67 67 65 63 60 57 56 54 50 46 39 417/557 417/540 417/517 416/542 396/581 393/589 379/622 328/658 304/738 285/812 E7 66 64 62 59 56 56 53 49 44 38 424/565 424/548 424/525 422/551 402/590 399/597 384/631 334/669 309/751 290/826 EE 66 64 61 59 56 55 53 49 44 37 427/569 427/552 427/528 425/555 405/594 402/602 387/635 337/674 312/757 292/832 72 64 62 60 57 54 54 51 48 41 Special Eng. 440/585 440/569 440/544 438/572 417/612 413/620 398/655 347/697 321/781 Required 78 62 60 58 55 52 52 50 45 Special Eng. Special Eng. 456/609 456/595 456/568 454/597 433/639 429/647 _ 414/684 362/729 Required Required 8 5 59 58 56 53 50 50 48 Special Eng. Special Erg. Special Eng. 477/635 477/623 477/595 476/626 454/669 449/678 434/719 Required Required Required Table 14:Allowable distance between attachments,reaction loads (up/dowi 120 mph wind speed,exposure category C Module Length (;round Snow Load in pst(or Hoot Live Load,whichever is greater) 1-8eam(in) C. _ 1:; ,"s 26 6 2C 4:' C.r, 8C ? 86 86 86 84 80 79 76 68 64 60 329/397 329/397 329/397 312/395 298/403 295/405 285/423 260/459 241/494 227/542 44 78 76 74 71 68 67 65 58 55 52 387/491 387/491 387/474 386/463 369/485 366/492 354/523 313/550 291/593 273/652 65 64 63 60 58 56 55 53 49 46 39 471/613 471/597 471/573 470/567 469/605 469/612 , 454/641 393/678 364/738 341/812 67 63 62 59 57 55 54 52 48 44 38 478/622 478/605 478/581 477/576 476/613 476/621 461/650 400/689 371/751 347/826 EC 63 61 59 57 54 54 52 48 44 37 481/626 481/610 481/585 480/580 479/618 479/625 464/655 403/694 374/757 350/832 72 61 60 57 55 53 52 50 47 41 Special Eng. 496/644 496/628 496/603 495/598 494/636 494/644 477/674 416/714 385/781 Required 78 59 58 56 54 51 51 49 45 Special Eng. Special Eng. 514/670 514/656 514/629 513/624 513/664 513/672 496/704 433/742 Required Required E 5 57 56 54 52 49 49 47 Special Erg. Special Eng. Special Erg 538/699 538/687 538/659 538/653 538/695 538/703 520/736 Required Required Required Table 15:Allow_able distance between attachments reaction loads u./dowi 150 mph wind speed,exposure category C o•ule ength Ground Snow oa.in psf(or Hoo Live Lo—a.,whichever is grea er --BeamOn) ii 5 i`j 7,5P 22 32 4',,C 1-6 ,,., 22 76 76 76 75 73 73 71 64 60 57 441/513 441/513 441/513 440/511 440/498 440/495 437/498 392/506 381/538 359/570 44 68 67 66 64 62 62 60 55 52 50 519/635 519/634 519/617 518/600 518/583 518/580 517/584 470/606 460/645 433/679 55 56 55 54 52 51 51 49 46 44 39 630/786 630/771 630/747 629/725 629/705 629/701 628/714 588/746 575/790 540/832 67 56 54 53 51 50 50 49 46 43 38 639/798 639/782 639/758 639/736 638/715 638/711 637/725 598/758 585/803 549/845 6E 55 54 52 51 50 49 48 45 43 37 644/804 644/788 644/763 643/741 643/720 643/716 642/730 603/764 589/809 553/851 • 7 2 54 53 51 50 48 48 47 44 41 Special Eng. 664/826 664/811 664/786 663/762 662/741 662/737 660/751 622/785 607/831 Required 78 52 51 49 48 47 46 45 42 Special Erg Special Eng. 689/860 689/846 689/819 688/795 687/772 687/768 687/783 649/815 Required Required E 6 50 49 48 46 45 45 l 44 Special Eng. Special Eng. Special Eng. 720/897 720/886 720/857 720/831 __ 720/807 720/803 _ 720/818 Required Required Required key: M aximum distance between flange attachments,beam span(inch) Reaction(orces up/down(pounds) ESR-3083 I Most Widely Accepted and Trusted Page 8 of 9 Table 16:Limits for module lenath along beam, run of beams parallel to roof slope.and distance between retainers Module Length Ground Snow Load in psf(or Roof Live Load,whichever is greater) -Beam(in) .. .. 1E, ... 1i: 2.6 ... 85/240 85/240 85/240 85/240 85/240 85/240 85/240 85/240 85/240 85/240 240/240 240/240 240/189 240/155 240/131 240/127 240/112 240/91 220/76 197/66 75/43 88/42 110/40 126/38 140/36 143/36 154/34 170/64 187/67 203/70 85/240 85/240 85/240 85/240 85/240 85/240 85/240 85/240 84/240 73/240 240/214 240/174 240/138 240/113 240/95 240/92 240/81 181/66 160/55 143/48 91/53 107/52 129/48 147/46 164/43 167/43 180/42 197/77 219/81 239/84 85/240 85/240 85/240 85/240 85/240 85/240 84/240 68/240 57/240 49/216 240/145 240/118 240/93 240/76 240/64 240/62 240/55 122/45 108/37 97/32 110/68 129/66 156/62 178/58 198/56 202/55 217/53 243/96 243/100 243/105 ' 85/240 85/240 85/240 85/240 85/240 85/240 82/240 66/240 55/240 48/210 ' 240/140 240/114 240/90 240/74 240/62 240/61 240/54 119/43 135/36 94/31 111/69 131/67 158/63 180/59 200/57 204/56 220/54 243/98 243/102 243/107 85/240 85/240 85/240 85/240 85/240 85/240 80/240 65/240 55/240 47/207 240/138 240/113 240/80 240/73 240/62 24 0/60 240/53 117/43 103%36 93/31 112/69 132/68 159/63 181/60 202/57 206/56 222/54 243/98 243/103 243/107 85/240 85/240 85/240 85/240 85/240 85/240 76/240 61/240 52/227 229/131 229/107 229/84 229/69 229/58 229/56 229/50 110/40 98/34 Special Eng. Required 116/72 137/70 164/65 187/62 208/59 212/58 229/56 243/102 243/106 85/240 85/240 85/240 85/240 82/240 79/240 70/240 57/240 212/121 212/98 212/78 212/64 212/54 212/52 212/46 102/37 Special Eng. Special Eng. Required Required 121/74 143/73 172/68 196/64 218/61 222/61 239/59 243/106 85/240 85/240 85/240 85/240 75/240 73/240 64/240 194/111 194/90 194/71 194/58 194/49 194/48 194/42 Spec al Eng. Special Eng. Special Eng. Required Required Required 127/78 150/76 181/71 206/67 228/64 233/64 243/62 key: Module length along beam(in)/M aximum continuous run of beam(s)(in) Reaction Reation M aximum distance between retainers:beam parallel to ridge in/beam perpendicular ridge(in) on sit Cl Leg p gO P P 9O Opposite Closest Reaction on attachment leg opposite flange(Ib)/Reaction on attachment leg closest to flange(lb) Flange Flange Note:The maximum reaction force applied parallel to beam at attachments with retainers is 160 lbs. Finn e The reaction force applied parallel to beams at attachments without retainers is O lbs. •-- Table 17:Adlustme_nt Factors to spans for tables 4 through 16 (note thatlacioss are lnsteoendent of M odule Size)* Basic Wind Ground Snow Load in psf(or Roof Live Load,whichever is greater) Speed(mph) C E. ,. 16 20 26 20 40 6C <,.. -4.7% -4.6% -4,1% -13% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% -2.9°4/-6.6% -2.8%1-7.2% -2.3%f-8% -2.1°//-8.5% -1.9%/-8.8% -19%'-8.9% -1.7°/d-15% -18%/-16.1% -0.6%/-16.8% 0%d-17.3% 0.8%/0.9% 18°/119% 0.3%0% 0.1°/d0% 1.6%)0°/ 1.9°410% 3.5%'O% 7.6°/10% 8.8°/d0°/ 9.6°//0% -3.4% -2.8% -2.2% -16% -14% -13% -12% -1.0% -0.8% -0.7% -6.1% -6.0% -5.6% -3.0% -0.7% -0.2% 0.0% 0.0% 0.0% 0.0% -2.8%/-6.8 -2.7°/d-7.4 -2.3°//-7.9 -2°//-8.5 -191/1-8.9 -18%1-8.9 -17°//-14.7 -1.8%/-16,1 -0.6%/-16,8 0%/-17.3 2.2°//2.4% 3.2%13.4% 0.5%f 0.2% 0.5°//0.4% 2.3°//0.7% 2.7%/0.7% 4.2%/0.6% 7.6%10% 8.8%/0% 9.6%o/0% -3.5% -3.1% -2.5% -18% -16% -1.6% -14% -11% -10% -0.8% -8.6% -8.5% -8.4% -6.1% -3.7% -3.3% -16% 0.0% 0.0% 0.0% -2.9%/-7 -2.5%/-7.6 -2.2%/-8 -2%/-8.7 -18%1-9 -18%/-9 -1.7%1-13.4 -18%/-16.1 -0.6°//-16.8 0%/-17,3 5.8%/5.9% 6.3%/6.5% 2.6°//2.3% 2.5%/2.4°/ 4.1%/2.5% 4.5°//2.4% 5.8°/12.1% 9%/1.3% 9.3°/d0.4% 9.6°//0% -4.6% -3.6% -3.1% -2.1% -1.9% -1.8% -1.7% -1.4% -12% -1.0% -110% -10.6% -10.2% -8.9% -6.5% -6.1% -4.3% -1.4% 0.0% 0.0% -2.7%/-6.9 -2.4%-7.9 -2.1°//-8.3 -19%/-8.8 -1.8%/-9 -1.8°//-9.1 -17°/1-13.2 -17%/-16.1 -0.6°//-16.8 0%/-17.3 9.8°//10.5% 9.6%/9.8°/1 4.8%/4.5% 4.7%d4.6% 6.1%o/4.3% 6.4%/4.2% 7.5%/3.8% 10.4%/2.6% 10.5%116% 10.7°/d 1% -4.9% -4.0% -3,6% -2.8% -2.2% -2.1% -1.9% -1.6% -1.4% -1.2% -14.8% -13.1'/° -11.8% -10.8% -9.0% -8.6% -6.9% -3.9% -15% 0.0% -2.2°//-7.1 -2.3°/1-8.1 -2°//-8.4 -19%/-8,7 -17%/-9.1 -17°//-9.2 -16%/-13,1 -17%1-16.1 -0.6%1-16.8 0%d-17.3 8.2%9,4% 10.9°//8.9% 7.4%/6.3% 7°/16.2% 8.2°/15.7% 8.4°/15.6% 9.4%/5% 11.9%/3.6% 11.8%d2.8% 119°/d2.1% -5.0% -5.0% -4.0% -3.2% -2.5% -2.4% -2.2% -1.9% -16% -1.4% -38.3% -37.3% -35,5% -33.5% -316% -312% -29.5% -24.9% -14.3% -5.8% -14%/-16.7 -1.9%/-15.5 -1.7°//-12.9 -17°//-13.3 -1.6°//-9.3 -1.6%/-9.3 -1.5°/1-13 -16%-16.1 -0.6°/d-16.8 0%/-17.3 4.6%/6.9% 6.7%0/6.3% 9.7%16.2% 12.5°/15.8% 14.4%15.5% 14.7%/5.4% 15.5°/15.3% 16.9°//5.4% 16.4°//4.5% 16°//4.4% -10.4% -9.1% -6.4% -4.7% -3.9% -3.7% -3.4% -2.6% -2.3% -2.0% key: Zone 2 * Example:67"x42"module,90 mph basic wind Seismic Ss=15/Importance factor 1.25 Category C,5 psf snow,Roof pitch 6/12(279. Roof angle 1°to 77 Roof angle 8°to 27° Max beam span=70"(from table 11)x(1+0.034)=72" 60 foot Building Height ESR-3083 I Most Widely Accepted and Trusted Page 9 of 9 M MID CLAM AS IEEIES AM USED TO SECNRE - AZUS ES1T r,---1 m USE aa,AG S4PP&'.IE L . 5'16.15 STAINLESS STEEL EOM FOR EACH MTO "„ ? CLAMP ASSE'4E Y.BOLT LENGTH ES ASOOROING ..4- NW. TO TAKE 1.TIGHTEN EA04 BOLT TO IEF"i S _ OF TORQUE. rL. �1^.. `1 BONDING FEATURE,MST -''' ..fr .. . =TACT TOP OF MOO=WIG 1.44 .•'' TWO END CLAfSP ASSEMBLIES ARE LEND FOR Y e•Y� ��I EACH CONTINJOUS filed V SEAMS USE A ..-: UMTRAC SLF4'LIEI:5;16-LE EAMES STEEL � ea.r FOR EA IS OMB Au£TE1.Y. E T "' .. .e,a'' - �/' o 1 b l£f"wTf4I5 kSORDSR{'r TO TALE L / AB n,5*(r fti THE ea?re 1SLT-LES OF TORQUE. �' a. N -RIME FLAME ATTAMMEEN An • ATTACHE.TO THE SEAM AT Ih"K.V6d NO LARGER THAN PRESCRIBED IN ,,*� TABLES 4 THROUGH 1S.SINES F IM �! i#..�' S rk+ ATTAIN'S/1TE ME ATTMNED':O'.HE OE a'_.. L EEAM ST VEERING THE FIXED SIDE kir ' ONTO THE SEAM MCI THEN CL'O'1TGu ON THE FLEGRE SIDE.A CiW Maly,SE y!7 7 A RS'AIN�L MAY BE USED TO SPED .PUSH THE 01P D4.0 THE A �/' TWO SEAMS TOGETHER.TWO saw FINKS ATTAI 4ME`T WITH NE . ATTANNE ETS MUST BE ATTACHED TO LEGS OF THE QJP PARALLEL TO THE KAY A FOSTTIVE STOF MUST ES PETALLED - THE SLAP!ON ETTHER SPJE OF THE ark IT C11CI E INTO PLAa- OTd TIE LOWEST ETLO#EACH EEL OF ; SPLICE ATTA•SUPPLIED SAO!RETAII'�R WITH SEAM"U STAJ_ED PERPENDICU AR HEX U3 .AC E *3 3INT T 1` TO THE R WE TO RESIST GRAVEN (� HEX WA_T:R HEAD*3 POINT STAPLES LOADS USE TWO I,RSIRAC S11CP71® ,`.� STEEL SW DR�Il.UNG RAMS..11 1,4•X!N I`HEX WAS&;R HEAD A3 POINT �,'`'� STAISaESS STEEL SELF oarazCr 5585 55. �, RETA XERS MUST fiE P'A.t�OVER ATTACM 3+RS A' THE INTERVAL PRES.IBED IN TALE E.ATTA 1 EACH I +T£TRZC VIEW RETAINER WITH FOUR U NIRRC SUPPLIED 1/4.20 N 1" HEX WASHER HEAD•i POINT STA4dlESS STEEL SELF ZS'MIN DISAN'CE NOM ..,`• DRILLING . .'0.LLE TO ESC,7 OF EEEAM. PERPENDICULAR TO .. �qq• '^S.t?MILTU E P SITI STOPS MUST EJSSTALLEI RIDCwlNE.1.5`MN Rrj"""' _�- D'STANSE FOR BEAM I�1 .RS EAC14ITO TIES RO Ft1 BERMS ARE DL REST ED DARALI c.TO RIOG SE „4'k, _ }}�I 0.AV TE10*THE ROOF RRC IIPU TO RES15T 1 `1 '' t 1 rn �.Rtm LarDi.usE eIHQtAZ SsaRII®sTAIIEl ss r -.aF= -�-_ ,�. ,I L" ET,EM.1114.25 N Ij2' T HEAD CAP SCREWS*150 r �,,. _ SERRATED RAMIE NUTS.MODULE POSNIVE STOPS • • .. a� T4Ae'ESI^.ETALIED AT THE 114 POINT 1)ENTEI3 HOES OP THE NOME AND MUST BE IN _.___..._...__._..r. ----�M COFITACT WITH ME SEAM.THE MODULE PO<ITIYE jrj s Oti£RFe'.AIG OF BEAM PAST axis 111111 � EN STOP MUST EE DISTAl�SUCH THAT THE HEAD BEAM OVERHlt-lLMlT3 ALSO OF THE STOP BEARS AGAINST THE UPSL O=THE ATTACHMENT IS 4075 OF THE +� SLEET FLANGE ALLOWABLE SPAN FOR THE APPLY AT SPiIDFD OVE OMASS SIDE ViF1Y APPROPRIATE ROOF ZONE THE MATW T"DISTANCE BE"W4E4 ATTAOE£TTS 15 GIVEN EN .OUS}I15 FIGURE 1 S`olarMount (E)volution' Technical Datasheets IP U N I R C SolarMount (E)volutionTM Roof Mount Technical Datasheet Pub 120207-ltd V3.0 February 2012 SolarMount (E)volution Module Connection Hardware SolarMount(E)volution Series Mid Clamp 1 SolarMount(E)volution Series End Clamp 2 SolarMount(E)volution Beam Connection Hardware SolarMount (E)volution Flange Connection Foot and Clip 2 SolarMount (E)volution Beam Splice 3 SolarMount(E)volution Beam SolarMount(E)volution Beam 3 *oFaritiount (E)vollut[on V6.oduk ConnectIon E arthhsar SolarMount (E)volition Series Mid Clamp Part No. 0021O61Ffi. 0021060 ' • Mid Clamp Material: '�! Bottom:One of the following mill finished extruded aluminum alloys: , \ 6005A-T61, 6351-T5, 6061-16 i Ultimate Tensile: 38ksi ) Top:ASTM Stainless Steel 300 Series '� ,"1_�4„ Ultimate Tensile: 70ksi \u .? `,-,._-'" , • Mid Clamp Weight: 0.209 lbs (95g) '--1-1 °-. • Allowable and design loads are valid when components are ,--. \ assembled with SolarMount(E)volution Beams according to 0° \ authorized UNIRAC documents S Assemble with one /16-18 stainless steel ASTM 300 Series bolt \ Tighten to 10 ft-lbs of torque — `'•,, • Resistance factors and safety factors are determined according to '4,4 part 1 section 9 of the 2005 Aluminum Design Manual,AC 428, and test results from an IAS accredited laboratory. Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, lbs(N) lbs (N) FS lbs(N) 0 Y Parallel to A Beam,X± 677(3011) 244(1085) 2.777 369(1641) 0.545 X Tension,Y+ 2792(12442) 1061 (4720) 2.635 1605(7141) 0.574 Dimensions specified in inches unless noted Transverse to Beam,Zt 1655(7360) 636(289) 2.600 963(4283) 0.582 . I a Delivering Value thro nnovation Sofa -Mount (EA)volutionTM Technical Datasheets so i1 i Soar tMou t (E)vc[ taor ModLfle Connection Hardware ='(:);:2. 14:0'e. 'i:; ( v'+ pditton End Camp I'art No. 002011M »'s?-Z -3. • End Clamp Material: �.1, Bottom:One of the following mill finished extruded aluminum alloys: '"`"'1 Itio 6005A-T61, 6351-T5,6061-16 ' :- 1 Ultimate Tensile:38ksi 's.� 1 Top:ASTM Stainless Steel 300 Series � Ultimate Tensile:70ksi `' End Clamp Weight: 0.323 lbs (147g) = -{'`: '�'- . • Allowable and design loads are valid when components are per_ assembled with SolarMount(E)volution Beams according to 00 { i authorized UNIRAC documents • Assemble with one 5/16-18 ASTM stainless steel 300 Series bolt + • Tighten to 10 ft-lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual,AC 428, and test results from an IAS accredited laboratory. • Modules must be installed at least 1.5"from either end of a beam Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs (N) FS lbs(N) 0 Y Parallel to j Beam,X± 721 (3207) 204 (907) 3.539 308 (1369) 0.427 s X Tension,Y+ 2590(11521) 958 (4261) 2.702 1450(6452) 0.560 Dimensions specified in inches unless noted Transverse to Beam,Z± 838(3728) 315 (1401) 2.659 477(2121) 0.569 So6ar i&ou t (E)vo[undcii Beam Connection Hardware olart 4iount (E)volution Flange Connection Foot and Clip Peri No. 04011 iT SolarMount(E)volution Flange Connection Foot and Clip: One of the �_— :- following mill finished extruded aluminum alloys:6005A-T61, -•'" "___ 6351-T5, 6061-T6 _ _ Ultimate Tensile: 38 ksi - - -�° �� Flange Connection Foot and Clip: 0.117 lbs(53 ( Allowable and design loads are valid when components are assembled with• 1 T, ; f J SolarMount(E)volution Beams according to authorized UNIRAC documents w1 Flange Connection Feet are compatible with SolarMount(E)volution Beams :. � ? Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual,AC 428, and test results `, �A from an IAS accredited laboratory. • Design and allowable loads are for the beam to foot connection • Be sure to check load limits for roof attachments and standoffs Y Applied Load Average Allowable Safety Design Load Resistance IN- Ultimate Direction Ultimate Load Factor, lbs(N) Factor, Ibs(N) Ibs(N) FS 0 �, 1 _"'� Gn1z a rio SW' :45L Tension,Y+ 1894(8425) 744(3309) 2.545 1125(5004) 0.594 `*Z:— 4�____I 3 i Compression,Y- 2987(13287) 1183(5262) 2.525 1789(7959) 0.599 - 2.w:- c 31 Transverse,X-,downhill 693(3080) 243(1081) 2.848 368(1636) 0.531 Transverse,X+,uphill 450(2002) 134(596) 3.365 202(899) 0.449 Dimensions specified in inches Sliding,Z± (see SolarMount(E)volution Beam Splice) unless noted I © Delivering Value thr• Innovation i 5olarMVou nt (E)v&&ut on'``' Technical Datasheets L.L.w 1 y /,y _: SolarMount (E)voluOor , Beam Cone ec on Hardwir3 ?.te7;liil`t _`i,11, ( .)\"a Lftk);" Beam Sphh :s_ No. CO3CP2.1.k • Beam Splice Material:Aluminum 5052-H32 r Ultimate Tensile: 31 ksi,Yield:23 ksi F ...AL • Beam Splice Weight: 0.105 lbs (48g) • Allowable and design loads are valid when components are I 0 r� assembled according to authorized UNIRAC documents • Beam Splices are compatible with SolarMount(E)volution Beams ��---,� ° when used with Flange Connector Foot r,..= � � "� • Assemble with four(4)stainless steel self-tapping screws • Res istance factors and safety factors are determined according to � part 1 section 9 of the 2005 Aluminum Design Manual,AC 428, and test results from an IAS accredited laboratory. T Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, lbs(N) lbs (N) FS lbs(N) 0 � Y Sliding,± 1146(5098) 429(1908) 2.672 649(2885) 0.566 A o-X Dimensions specified in inches unless noted e'L'o'ta 1thoun (E)vo uUo u 'k't iear G MATERIAL: One of the following extruded aluminum alloys: Y 6005A-T61,6351-T5 or 6061-T6, Mill Finish 4— 1.007 --.- 1 -. A ►X Properties Units 0.062—o- Beam Height in 2.200 I II 2,2 Approximate Weight(per linear ft) plf 0.644 IG Total Cross Sectional Area in2 0.537 Section Modulus(X-Axis) in3 0.3359 –, F ~ _ Section Modulus(Y-Axis) in3 0.1309 SolarMount(E)volution Beam Height=2.200" Moment of Inertia(X-Axis) in4 0.3695 Moment of Inertia(Y-Axis) in4 0.0659 Radius of Gyration (X-Axis) in 0.8295 Dimensions specified in inches unless noted Radius of Gyration(Y-Axis) in 0.3504 ® Delivering Value thro Innovation �! f ` jl, l • . • i+.._..... . 1 • .+ - • • - • l � 1. I I J _ I ! z �J/ l ; r?5 l l/f`3 �l ), 0001 CS6P is a robust solar module with 60 solar cells. ♦ i+ • ♦ + These modules can be used for on-grid solar + i+ + • --J applications.Our meticulous design and production } + r • + techniques ensure a high-yield,long-term • performance for every module produced.Our rigorous quality control and in-house testing facilities guarantee Canadian Solar's modules meet the highest quality standards possible. 235 quality control points in module production EL screening to eliminate product defects Current binning to improve system performance High module efficiency up to 16.16% < Accredited Salt mist/Ammonia resistance Positive power tolerance:0—+5W cra f Robust frame to up to 5400 Pa load 25 years worldwide coverage Self-cleaning surface - 100%warranty term coverage Providing third party bankruptcy rights Non-cancellable Outstanding performance at low irradiance Immediate coverage High energy yield at Low NOCT - Insured by 3 world top insurance companies Backed By Our New 10125 Linear Power Warranty IEC 61215,IEC 61730, IEC61701 ED2, UL1703, Plus our added 25 year insurance coverage IEC62716,CEC Listed,CE and MCS ,00i 99Z IS09001:2008:Quality Management System Added y afue ISO/TS16949:2009:The automotive quality 90% From Vi/arrarst}! management system ao• _ ISO14001:2004:Standards for Environmental oil management system s 1 0 �s so 25 QC080000 HSPM:The Certification for • 10 year product warranty on materials and workmanship Hazardous Substances Regulations •25 year linear power output warranty OHSAS 18001:2007: International standards for occupational health and safety CVE 21'`cS)X i. Opy PV CYCLE .c3; tit) www.canadiansolar.com Electrical Data STC CS6P-240M CS6P-245M CS6P-250M CS6P-255M CS6P-260M Te irn pa('ic.titre Ch're cterisiiCs Nominal Maximum Power (Pmax) 240W 245W 250W 255W 260W Optimum Operating Voltage(Vmp) 30.2V 30,3V 30.4V 30.5V 30.7V Pmax -0.45%/°C Optimum Operating Current(Imp) 7.95A 8.09A 8.22A 8.35A 8.48A Temperature Coefficient Voc -0.35%/°C X Open Circuit Voltage(Voc) 37.3V 37.4V 37.5V 37.7V \ 37.8V lac 0.060%/°C >C Short Circuit Current(lac) 8.46A 8.61A 8.74A 8.74A 8.99A Normal Operating Cell Temperature 45±2'C Module Efficiency 14.92% 15.23% 15.54% 15.85% 16.16% Operating Temperature -40°C-+85°C Performance -'' Maximum System Voltage 1000v(IEC)/600V(UL) Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification Class A irradiance of 1000w/m2to 200w/m' 1 Power Tolerance 0-+5W (AM 1.5,25'C) Under Standard Test Conditions(STC)of irradiance of 1000W/m',spectrum AM 1.5 and cell temperature of 25'C NOCT CS6P-240M CS6P-245M CS6P-250M CS6P-255M CS6P-260M Engineering Drawings Nominal Maximum Power (Pmax) 173W 177W 180W 184W 188W Optimum Operating Voltage(Vmp) 27.5V 27.6V 27.7V 27.8V 28.0V - _. ___ ll.I �l Optimum Operating Current(Imp) 6.29A 6.40A 6.51A 6.62A 6.70A ill. i Open Circuit Voltage(Voc) 34.2V 34.3V 34.4V 34.6V 34.7V 1117i .1 I I11 [(1 11 Short Circuit Current(lsc) 6.85A 6.97A 7.08A 7.18A 7.28A Under Normal Operating Cell Temperature,Irradiance of 800 W/m',spectrum AM 1.5,ambient temperature 20C, 'I I I 1 I I I_11 I I I I Iii wind speed 1 m/s I.1111111111I `r1 I; Mechanical Data 1' ( Cell Type Mono-crystalline 156 x 156mm,2 or 3 Busbars �J 1I 1 I�II I I ill 1 Cell Arrangement 60(6 x 10) I Ill I 11 l 1 Ill I I11 Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) I I 11 1 11 1 1111 I Weight 19kg(41.9 Ibs) 11 1 111 1 11 :1 111) 11 Front Cover 3.2mm Tempered glass I lII! III I 1`, Frame Material Anodized aluminium alloy 1 1� J-BOX IP65 or IP67,3 diodes - -_ Cable 4mm'(IEC)/12AWG(UL),1000mm Connectors MC4 or MC4 Comparable I Standard Packaging(Modules per Pallet) 24pcs _ ,_�"? Module Pieces per container(40 ft.Container) 672pcs(40'HQ) I-V Curves (CS6P-250M) HI i i -- l -- -I 1 jr A 1 ' I ,,,,,, , ......_, ......,Th ,i n . _ � L \; I \ . „, 'Specifications included in this datasheet are subject to change without prior notice. About Canadian Solar • Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of ingots,wafers,cells,solar modules and November 2006.Canadian Solar has cell manufacturing capacity solar systems, Canadian Solar delivers solar power of 1.5GW and module manufacturing capacity of 2.3GW. products of uncompromising quality to worldwide customers. Canadian Solar's world class team of • professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters 1 545 Speedvale Avenue West Guelph)Ontario Ni K 1E6 1 Canada Tel +1 519 837 1881 Fax:+1 519 837 2550 inquire.ca @Canediansolar,corn • www.canadiansolar.com EN-Rev 3.52 Copyright c 2013 Canadian Solar Inc. ASSEMBLED IN THE USA J C US Certifications Efficient Safe Simple • For countries that require UL • 97%peak efficiency • Galvanic isolation • Patented automatic grid certification(UL 1741/IEEE 1547) •OptiCoorm active temperature voltage detection* • Optional integrated AFCI management system • Integrated DC disconnect switch functionality meets the requirements of NEC 2011 690.11 SUNNY BOY 5000-US / 6000-US / 7000-US / 8000-US Versatile performer with UL certification The Sunny Boy 5000-US, 6000-US, 7000-US and 8000-US inverters are UL certified and feature excellent efficiency. Graduated power classes provide flexibility in system design. Automatic grid voltage detection* and an integrated DC disconnect switch simplify installation,ensuring safety as well as saving time.These models feature galvanic isolation and can be used with all types of modules—crystalline as well as thin-film. *US Patent US7352549B1 Sunny Boy 5000-US Sunny Boy 6000-US Sunny Boy 7000-US Sunny Boy 8000-US Technical data 208VAC 240VAC 277VAC 208VAC 240VAC 277VAC 208VAC 240VAC 277VAC 240VAC 277VAC Input(DC) Max.recommended PV power(@ module STC) 6250 W 7500 W 8750 W 10000 W Max.DC power(@ cos rp=1) 5300 W 6350 W 7400 W 8600 W Max.DC voltage 600 V 600 V 600 V 600 V DC nominal voltage 310 V 310 V 310 V 345 V MPP voltage range 250 V-480 V 250 V-480 V 250 V-480 V 300 V-480 V Min.DC voltage/start voltage 250V/300V 250V/300V 250V/300V 300V/365V Max.input current/per string(at DC disconnect) 21 A/20 A 25 A/20 A 30A/20A 30A/20 A 36 A c combined terminal 36 A @ combined terminal 36 A @ combined terminal 36 A @ combined terminal Number of MPP trackers/fused strings per MPP tracker 1/4(DC disconnect) Output(AC) 3 AC nominal power 5000 W 6000 W 7000 W 7680 W 8000 W a Max.AC apparent power 5000 VA 6000 VA 7000 VA 7680 VA 8000 VA = Nominal AC voltage/adjustable 208V/• 240V/• 277V/• 208V/• 240V/• 277V/• 208V/• 240V/• 277V/• 240V/• 277V/• AC voltage range 183-229V 211-264V 244-305V 183-229V 211-264V 244-305V 183-229V 211-264V 244-305V 211-264V 244-305V AC grid frequency;range 60 Hz;59.3-60.5 Hz 60 Hz;59.3-60.5 Hz 60 Hz;59.3-60.5 Hz 60 Hz;59.3-60.5 Hz - Max.outputcurrent 24A 21A 18A 29A 25A 22A 34A 29A 25A 32 A 29A a Power factor(cos tp) 1 1 1 1 Phase conductors/connection phases 1/2 1/2 1/1 1/2 1/2 1/1 1/2 1/2 1/1 1/2 1/1 - Harmonics <4% <4% <4% <4% Efficiency g Max.efficiency 96.7% 96.8% 96.8% 96.9% 96.8% 97.0% 97.1% 96.9% 97.0% 96.3% 96.5% .T CEC efficiency 95.5% 95.5% 95.5% 95.5% 95.5% 96.0% 95.5% 96.0% 96.0% 96.0% 96,0% Protection devices DC reverse-polarity protection • • • • Integrated AFCI* 0 0 0 0 AC short circuit protection • • • • k Galvanically isolated/all-pole sensitive monitoring unit •/- •/- •/ •/ -3 Protection class/overvoltage category I/111 I/11I I/III I/11I - General data Dimensions(W/H/D)in mm(in) _ 470/615/240 (18.5/24/9) DC Disconnect dimensions(W/H/D)in mm(in) 187/297/190 (7/12/7.5) Packing dimensions(W/H/D)in mm(in) 390/580/800 (16/23/31.5) t. a. DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (15/9/11) 4 Weight/DC Disconnect weight 64 kg (141 Ib)/3.5 kg (8 Ib) 66 kg (145 Ib)/3.5 kg (8 lb) Packing weight/DC Disconnect packing weight 67 kg (147 Ib)/4 kg (9 Ib) 69 kg (152 Ib)/4 kg (9 Ib) - ii Operating temperature range(full power)** -25°C...+45°C (-13 °F...+113°F) Noise emission(typical) 44 dB(A) 45 dB(A) 46 dB(A) 49 dB(A) Internal consumption at night 0.1 W 0.1 W 0.1 W 0.1 W _ Topology LF transformer LF transformer LF transformer IF transformer E Cooling concept OptiCool OptiCool OptiCool OptiCool Electronics protection rating/connection area NEMA 3R/NEMA 3R NEMA 3R/NEMA 3R NEMA 3R/NEMA 3R NEMA 3R/NEMA 3R t Features Display:text line/graphic •/- •/- •/- •/- Interfaces:RS485/Bluetoothm 0/0 0/0 0/0 0/0 Warranty:10/15/20 years 41/0/0 •/o/o •/o/o •/o/o Certificates and permits(More'available on request) UL1741 (Second Ed.),UL1998,UL1699B,IEEE 1547,FCC Part 15(Class A 6 BY CSA C22.2 No.107.1-2001 s *For AFCI functionality specify SBXXXXUS-12 when ordering. $ **For extended operating temperature range to-40°C(-40°F),specify SB)XXXUS-1 1 or SBXXXXUS-12 when ordering. •Standard features 0 Optional features -Not available Data at nominal conditions NOTE:US inverters ship with gray lids. < Type designation SB 5000US SB 6000US SB 7000US SB 8000US i Efficiency curve SUNNY BOY 8000-US Accessories T. 98- ,- .\ l 85485 interface Bluetooth Piggy-Back N 96• •.- - -. - 485USPB-NR • BTPBINV-NR T c t with EMemal Antenna 94- & ■ / \ / BTPB-EXTANT-NR a 92• " -' _n\ 9i.' a.5-- --- Combi-Switch Combiner Box ch 1 'u 7 DC disconnect and PV 95.5---- u r A Simplify wiring for added 90 w 1 array combiner box •_ convenience and safety a - Eta 1Vr,=300 V1 g 94.5 ------ g \ I COMBO-SWITCH \r 1 SBCB63RorSBCB-6-4 ^o 88- -•• Eta(VH-345 V) •5r 8 H 300 \ Eto IV„=480 V) t V,,,,EV] 480 e 86- ,f SMA Power Balancer Set I I I I ig PBbSBUS-10-NR o 00 0.2 0.4 0.6 0.8 1.0 i ••• Output power/Rated power \ m z Toll Free +1 888 4 SMA USA www.SMA-America.com SMA Amer k®7, LLC SMA Ilks4 Y ..+i _ ti --- k't • • Efficient Simple Flexible Durable • Maximum efficiency>96% • Easy commissioning with the • For Sunny Island systems from 4.5 • Extreme overload capability • CEC efficiency of 94.5% "Quick Configuration Guide" to 100 kW • OptiCoolT"`active temperature • Charge level calculation • Complete off-grid management • Single,split-phase and three-phase management system • Intelligent battery management • Excellent for grid-tied battery operation,connectable in parallel • 5-year standard warranty, for battery life back up and modularly expandable extendable to 20 years •AC and DC coupling SUNNY DSLAND 4548-US / 6048-US The efficient off-grid manager The SMA Sunny Island 4548-US and 6048-US inverters are based on proven off-grid technology and feature industry leading power output.A maximum efficiency of 96 percent ensures peak production,which results in reduced diesel usage in rural communities.More flexible sizing allows for simplified system planning.And,with multicluster technology,up to 12 Sunny Islands can be integrated into off-grid power systems up 110 kW in size. f Sunny Island Sunny Island Technical data 4548-US 6048-US AC output(loads) Rated grid voltage/AC voltage range 120V/105 V- 132V 120V/105 V-132V Rated frequency/frequency range(adjustable) 60 Hz/55 Hz...65 Hz 60 Hz/55 Hz...65 Hz ' AC power(at 25°C/at 40°C)for 3 hours 5000 W/4000 W 6000 W/5000 W Rated power(@ U,�,,,f,,,°,/25°C/@ cos•=1) 4500 W 5750 W AC power at 25°C for 30 min/1 min/3 s 5300 W/8400 W/11000 W 7000 W/8400 W/11000 W Rated current/max.output current(peak) 37.5 A/180 A for approx.60 ms 48 A/180 A for approx.60 ms Total harmonic factor output voltage/power factor with rated power 3%/-1 ...+1 3%/-1 ...+1 AC input(PV array or grid) E. Rated input voltage/AC input voltage range 120 V/80 V- 150 V 120 V/80 V- 150 V Rated input frequency/allowable input frequency range 60 Hz/54 Hz...66 Hz 60 Hz/54 Hz...66 Hz - Max.AC input current/adjustable 56 A/0 A...56 A 56 A/0 A...56 A Max.AC input power 6.7 kW 6.7 kW II Battery DC input Rated input voltage/DC voltage range 48 V/41 V-63 V 48 V/41 V-63 V Max.battery charging current/DC rated charging current 100 A/85 A 130 A/110 A Battery type/battery capacity range Lead,NiCd/100 Ah...10000 Ah Lead,NiCd/100 Ah...10000 Ah ii Charge control IUoU charge procedure with automatic full IUoU charge procedure with automatic full charge and equalization charge charge and equalization charge 2 Efficiency/self-consumption 2 Max.efficiency/CEC efficiency 96%/94.5% 96%/94% 25 Self-consumption without load/standby 25 W/4 W 25 W/4 W Protective devices RI DC reverse polarity protection/DC fuse 0/0 •/0 3 AC short-circuit/AC overload 0/0 •/o F, Overtemperature/battery deep discharge 0/0 0/o -g General data Dimensions(W/H/D) 467/612/235 mm 467/612/235 mm (18.4/24.1/9.3 inch) (18.4/24.1/9.3 inch) E. Weight 63 kg/139 lb 63 kg/139 lb Operating temperature range -25°C...+60°C/-13°F...+122°F -25°C...+60°C/-13°F...+122°F Features/Function i Operation and display/multi-function relay Internal/2 Internal/2 Degree of protection(according to IEC 60529) indoors(NEMA 1) indoors(NEMA 1) Three-phase systems/parallel connection •/s e/• _ Integrated bypass/multicluster operation —/• —/a O State of charge calculation/full charge/equalization charge */40/0 o/0/0 _ Integrated soft start/generator support 0/0 0/o Battery temperature sensor/data cable 4D/0 o/o : Warranty(5/10/15/20) •/0/0/0 0/0/0/0 s y Certificates and approvals www.SMA-Solar.com www.SMA-Solar.com Accessories Battery cable/battery fuse 0/0 0/0 Interface(RS 485/Multicluster PB) 0/0 0/0 < Extended generator start"GenMan" 0 0 1 Load-shedding protection/battery current measurement 0/0 0/0 -6 a f •Standard Feature 0 Optional feature —Not available Type designation 514548-US-10 516048-US-10 , 1 '40tit i 1 ' I ! , +ff f . .mo, 3 1 l � v r i 6 I I .P / 1 / l / l / l rk-1117 il ._,..1, IP r-'15 '77 L,LOA' - I ' lir itzi Lg.', , o r L___ _. le z I Three-phase system Single-phase system Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC 2/27/13 Trojan Battery Company CLOSE WINacw View T -ninsl Tycsa Lim 1 6 H BMA C 6\/ DEEP-CYCLE BATTERY L16H-AC *WU "Pal rp::, • • i L1451111,14C Xer: , • ■-• 125(57) — -i; It; 1_ 11 5/8 7 16 3/4 (295) (178) (424) Crankina iY:ir,ute5 Pe enrx, 5 iir 20 Hr- kfoq-aus Term;nei 25 @36 ©75 CCA, C,I F;Fte P.H f‘rrips 9 OF @32 F 935 245 357 435 6 AP&Stud Copvrqh Tropn 01tcry Company 2007.A0 rights ;c:seo'cc. 1r; www.trojanbattery.corn/products/116h6v.aspx 1/1 Chatham County Board of Assessors: ' -12 Property Record Card 4-0002-20-0" - Page 1 of 2 2012 Chatham County Board of Assessors 4-0002-20-029 Property Record Card 703 RAILWOOD LN TYBEE ISLAND (APPRAISER mwthomas LOT 2 OFFICER'S ROW PHASE II TYBEE SMB 22S 9 BRITT PETER M CAMA ASMT 'LAST INSP 05/23/2007 703 RAILWOOD LN 624,000 624,000 LAND 1 APPR ZONE 000008 TYBEE ISLAND GA 31328 639,000 639,000 BLDG 1 49,200 49,200 OBXF 4 ' 1,312,200 1,312,200 Cost-MS _ SALES BOOK/ INS VI QU RSN PRICE CODES PAGE I{Ilrli i} . PROPERTY 0006 RESIDENTIAL 13 Oct 315F 0397 QC I U UQt 111'I''a I,�llu .li: y }i�� USE 2006 I I UTA 0004 Tybee Island GRANTOR:BRITT JODI B i GRANTEE:BRITT PETER M a.!n i' l' NBHD 020244.00 T244 TYB iti " i[ Ll'i, .,,-1 i OFFICERS RW 126 Feb 266N 0514 WD V Q 625,000 EXEMPTIONS L1 L9 S1 L8 2004 GRANTOR:LAUREL JANE ENTERPRISES N�01E[���� GRANTEE:BRITT JODI B - ___ HISTORY LAND IMPR TOTAL 30 Jun 213N 96 WD I Q Q6 950,000 I Mk- 2011 301,000 667,500 968,500 MAV 2000 .‘.+4;-!... e 2010 301,000 667,500 968,500 MAV GRANTOR:SINHA&SINHA,LLC _ 2009 301,000 667,500 968,500 Over GRANTEELAUREL JANE ENTERPRISES 2008 624,000 1,128,000 1,752,000 Cama PERMITS TYPE DATE AMOUNT 5/23/2007 2007 624,000 1,128,000 1,752,000 Cama 050110 CO 11 Jan 2006 Issued 2006 624,000 1,128,000 1,752,000 Cama 050110 CO 05 Jan 2006 Issued [Click for larger picture] 2005 624,000 624,000 Cama 050110 SF 15 Mar 2005 Issued 706,811 2004 819,500 819,500 Cama 1030204 CO 26 May 2004 Comp itt r - - 2003 515,500 515,500 Cama I Y P Chatham County A ' 2002 320,000 320,000 Cama , . Tax Commissioner -__ _ ---- COMMENTS: "44 .14. Prop_r..1a, `tat-nrm 13 Apr 2007 TY07 10S ENT 4-13-07 BJM 18 Mar 2005 TY05 274S444 LOT*INCOR PETER HAS NO INT IN PROP NJV 3-18-05 X28 Mar 2003 FOR SALE 03/28/03$595,000 05 Aug 2002 FOR SALE 08/02/02$595,000 126 Sep 2001 2002 NEW PIN;SPLIT OUT OF 1 4-2-20-1 SMB 22S 9 9/25/01 EXTRA FEATURES - ID# BLDG# SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE :136452 84393 WOOD DECK GD 0 0 719.00 G 10.43 7,499 2005 2005 2R 5,999 6,000 136453 84393 Screen Only EX 0 0 697.00 E 7.85 5,471 2005 2005 2R 4,377 4,400 SCREEN AROUND POOL 136454 84393 Roof Scr Por/Slab EX 0 0 606.00 E 38.16 23,125 2005 2005 6R 22,200 22,200 136455 84393 SWIM/PL IN GRD CON 28 14 392.00 E 52.80 20,698 2005 2005 2R 16,558 16,600 LAND--- ---- -- - ------ ----- -- ----- - - - ----- ---- ----- -- ----- -I ID# USE DESC FRONT DEPTH UNITS/TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 108481 SINGLE FAMILY RES 73 181 13,213.00-SF 24.22 R1 624000 http://boa.chathamcounty.org/DesktopModules/ChathamCounty/BoardofAssessors/PropertyRecordCard.asp... 2/28/2013 Chatham County Board of Assessors: 2' ? Property Record Card 4-0002-20-02r Page 2 of 2 2012 Chatham County Board of Assessors 4-0002-20-029 Property Record Card 703 RAILWOOD LN TYBEE ISLAND BUILDING SECTION CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV/% TOTAL DEP% RCNLD U.FACTOR MKT VAL 84393-1-2012 Residential 665,602 2005 2005 MS 4.00 0.00 0.00 0.00 4.00 638,978 639,000 ss• SECTION TYPE 1 -Main iii ,It AREA 4979 TYPE 1 -Single-family Residence FRAME 1 -Stud Frame iSTYLE 3-Three Story QUALITY 6.00 CONDITION 3.00 #UNITS 0 9• 1 #OF BEDS/BATHS 4/4.10 COMPONENTS Units % QUAL R1 108 Frame,Siding,Wood 100.00 R2 214 Metal,Preformed 100.00 R3 352 Heat Pump 100.00 R4 402 Automatic Floor Cover Allowance R6 601 Plumbing Fixtures(#) 27.00 ..; R6 602 Plumbing Rough-ins(#) 1.00 _ R6 621 Slab on Grade(%or SF) 100.00 [Click for larger picture] R6 648 Direct-Vented, Gas(#) 1.00 R7 711 Built-in Garage(SF) 475.00 R11 904 Slab Porch(SF)with Roof 470.00 R11 904 Slab Porch(SF)with Roof 470.00 R11 904 Slab Porch(SF)with Roof 470.00 R11 904 Slab Porch(SF)with Roof 54.00 R11 904 Slab Porch(SF)with Roof 249.00 http://boa.chathamcounty.org/DesktopModules/ChathamCounty/BoardofAssessors/PropertyRecordCard.asp... 2/28/201