The URL can be used to link to this page

7.a application submittalsFile No. k / 7— L91 I APPLICATION FOR PLANNING AND ZONING REQUEST City of Scandia, Minnesota 14727 209th Street North, Scandia, MN 55073 Phone 651/433-2274 Fax 651/433-5112 Web http://www.ei.scandia.nln.us Please read before completing: The City wil I not begin processing an application that is incomplete. Detailed submission requirements may be found in the Scandia Development Code, available at the City office and website (www.ci.scandia.mn.us) and in the checklist forms for the particular type of application. Application fees are due at the time of application and are not refundable. 1. Property Location: (street address, if applicable) /SC /U 2. Washington County Parcel ID: 3. Complete Legal Description: (attach if necessary) S� l4nL.z��Q 4. Owner(s): S Gr r.�STa�.w� S C'^GQstf� ,M Street Address: i S'[ / tJ P I '.r 12 c,'J N City/ State: S c I n,r)t j/ W A/ 5. Applicant/Contact Persson: Street Address (Mailing): City/ State: S c c.•^c.�; , P,n " Phone: (h) (.S-/ (b) L 1 �- E -Mail: s w.1 C) � �,il, c. Zip: SS'v -i; Phone: (h) 6S/ 4/33- 1-71 y (b) G/ )L- Srel1- 13'3,3 E-Mail:i 1' S �..�Jsr.� ,.,, -1 Zip: 5757v? 3 6. Requested Action(s): (check all that apply) Variance _ Administrative Permit Variance Extension (type) Conditional Use Permit (CUP) Site Plan Review (type) CUP Extension - CUP/ Open Space Subdivision. Site Plan Modification CUP/ Planned Unit Development Site Plan Extension Interim Use Permit (IUP) Sign (Permanent) Amendment (Development Code ) Amendment (Comp. Plan ) Subdivision, Minor Subdivision, Preliminary Plat/Major Subdivision, Final Plat Environmental Review Wetland Review 7. Brief Description of Request: (attach separate sheet if necessary; include Variance Rationale if necessary) r�r- IICAriara_ -kit'6talI c, 14+9%-561ar czr �f--1`,�Colb (�1Iu5e i�1I'��lrn,�o- �Cl[�+r410- pri�'narrw 6 u4urlg or) 44rilr,-D �}1L[ 747 �1`9C,�ad 1! L4C1 r.iT1 r 4 L1lJiVy� [JT 1�_ _r. joQarT�f�1�j n7n�11 TY7 L71r~3Q� 1�i�1+i�ffif-41 L �`# �iI SL i i�)'i�}i l�f ilk l iJYYl Tf n via 411 Ct . 1 t�4'� A y A i j i4A Y i Sa�i I -` . r tlJ _� 0 _ 1 r YYX f C i ewCA-r%cel Y N'd . 8. Project Name: I hereby apply for consideration of the above described request and declare that the information and materials submitted with this application are complete and accurate. I understand that no application shall be considered complete unless accompanied by fees as required by city ordinance. Applications for projects requiring more than one type of review shall include the cumulative total of all application fees specified for each type of review. I understand that applicants are required to reimburse the city for all out-of-pocket costs incurred for processing, reviewing and hearing the application. These costs shall include, but are not limited to: parcel searches; publication and mailing of notices; review by the city's engineering, planning and other consultants; legal costs, and recording fees. An escrow deposit to cover these costs will be collected by the city at the time of application. The minimum escrow deposit shall be cumulative total of all minimum escrow deposits for each type of review required for the project, unless reduced as provided for by ordinance. The city may increase the amount of the required escrow deposit at any time if the city's costs are reasonably expected to exceed the minimum amount. Any balance remaining after review is complete will be refunded to the applicant. No interest is paid on escrow deposits. PLEASE NOTE: If the fee owner is not the applicant, the applicant must provide written authorization by the fee owner in order for this application to be considered complete. Property Fee Owner Signature(s) Applicant Signature(s) Application Fees Escrow Deposit: X150 25 For City Use Only Date: Date: 1� j / 17 PAID JUN 21 2017 CA4-15 OF SCA P!DIA cc1 00-1 c,N ALL THAT PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 32 NORTH, RANGE 20 WEST, WASHINGTON COUNTY, MINNESOTA THAT LIES NORTHEASTERLY AND EASTERLY OF THE CENTERLINE OF PILAR ROAD NORTH. SAID CENTERLINE IS DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 89 DEGREES 47 MINUTES 07 SECONDS EAST, BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM, NAD 83, 1986 ADJUSTMENT, ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, A DISTANCE OF 686.82 FEET TO ITS INTERSECTION WITH SAID CENTERLINE OF PILAR ROAD NORTH AND TO THE POINT OF BEGINNING OF SAID CENTERLINE TO BE DESCRIBED; THENCE NORTHWESTERLY A DISTANCE OF 466.03 FEET ALONG A CURVE NON TANGENTIAL WITH THE LAST DESCRIBED LINE, SAID CURVE IS CONCAVE TO THE NORTHEAST, HAS A RADIUS OF 5618.52 FEET, A CENTRAL ANGLE OF 04 DEGREES 45 MINUTES 09 SECONDS, AND THE CHORD OF SAID CURVE BEARS NORTH 27 DEGREES 46 MINUTES 09 SECONDS WEST; THENCE NORTH 25 DEGREES 23 MINUTES 35 SECONDS WEST, TANGENT TO SAID CURVE, A DISTANCE OF 163.06 FEET; THENCE NORTHWESTERLY AND NORTHERLY A DISTANCE OF 401.26 FEET ALONG A TANGENTIAL CURVE, SAID CURVE IS CONCAVE TO THE NORTHEAST, HAS A RADIUS OF 709.25 FEET AND A CENTRAL ANGLE OF 32 DEGREES 24 MINUTES 55 SECONDS; THENCE NORTH 07 DEGREES 01 MINUTES 20 SECONDS EAST, TANGENT TO SAID CURVE, A DISTANCE OF 236.43 FEET; THENCE NORTHERLY A DISTANCE OF 138.67 FEET ALONG A TANGENTIAL CURVE, SAID CURVE IS CONCAVE TO THE WEST, HAS A RADIUS OF 355.00 FEET AND A CENTRAL ANGLE OF 22 DEGREES 22 MINUTES 54 SECONDS, AND THE CHORD OF SAID CURVE BEARS NORTH 04 DEGREES 10 MINUTES 09 SECONDS WEST TO ITS INTERSECTION WITH A POINT ON THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER THAT IS 398.79 FEET EASTERLY FROM THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AS MEASURED ALONG SAID NORTH LINE AND SAID CENTERLINE THERE TERMINATING. THIS PARCEL CONTAINS 26.054 ACRES, MORE OR LESS, AND IS SUBJECT TO THE RIGHT OF WAY OF PILAR ROAD NORTH. SECTION 12 TOWNSHIP 032 RANGE 020 C �l 1 DISCONNI I SOCKETS THAN VA I ANOTHER hL UTILITY POLE MOUNTED TRANSFORMER UNDERGROUND LINE (SOLAR EQIPMENT WILL NOT IMPEDE EXISTING SERVICE CLEARANCES) I _ T - 0 00 IL I I I I I I I I SITE PLAN -F T + + + + + -f I + 2 SETBACKS 1/16' = 1'0" 3 ARRAY 1 Ln 0 �Lr) L0 Q) z0z �wO cy) ` d J 00 > � w Lo N 0 CD m r ° SYSTEM INFORMATION SYSTEM SIZE DC: 14.07KW SYSTEM SIZE AC: 12KW DC/AC RATIO: 1.17 TILT: 30° AZIMUTH: 1800 MODULE: (42) QCELL 335W INVERTER: (2) SOLAREDGE6A-US 6kW , 240V OPTIMIZER: (42) P370 RACKING: SCHLETTER PVMAX SITE ADDRESS: SANDSTROM 15610 PILAR RD N SCANDIA, MN 55073 REVISIONS: # DESCRIPTION INITIAL DATE 1 LAYOUT DESIGN TMP 5-10-2017 2 XCEL DRAWING TMP 5-31-2017 SCALE: AS STATED DRAWING TITLE: SITEPLAN SHEET: SP NOTE: I y OINDICATES LABEL REQUIRED, SEE DWG E2 W �7 /Ln (Y) ROOFTOP OUTSIDE ELECTRICAL ROOM (OUTDOORS) OUTSIDE / Ln Ln EQUIPMENT EXISTING EQUIPMENT Q) 3:O z O zNEW O ~ LL 00 a -J Ouj Lo CD �+ N 0 C6 � 10AWG PV WIRE Utility Bidirectional AC COMBINER Utility AC Xcel Meter C: SOLAREDGE INVERTER 1 ph, 3W, Disconnect Production Meter (Bypass Lever) 120/240V, 1 ph, 3W, 120/240V, 1 ph, 3W, 120/240V, 200A, 240V 3R 3R 200A, 3R 1 phase, 3wire UTILITY TRANSFORMER SYSTEM INFORMATION SYSTEM SIZE DC: 14.07KW [,, STRING OF 22 _ 35�\^P J SYSTEM SIZE AC: 12KW ti M M s o DC/AC RATIO: 1.17 TILT: 300 (DO, AZIMUTH: 180 o DISCONNECT SHALL BE TILITY U 22 MODULE: (42) QCELL 335W [1)STRING OF 20 VISIBLE, LOCKABLE, REDAILY INVERTER: (2) 35A,1 P ACCESSIBLE � SOLAREDGE6A-US 23 6kW, 240V OPTIMIZER: (42) P370 RACKING: SCHLETTER PVMAX House Panel 1ph, 3W, 120/240V, 200A SITE ADDRESS: SANDSTROM 15610 PILAR RD N @8 0 SCANDIA, MN 55073 REVISIONS: 0 DESCRIPTION INITIAL DATE u 0 1 LAYOUT DESIGN TMP 5-10-2017 2 XCEL DRAWING TMP 5-31-2017 zooA,,P PV MODULES: HANWHA SOLAREDGE POWER OPTIMIZER P370 SOLAREDGE SE6000A-US 6kW INVERTER SCALE: Q.CELL DC INPUT POWER: 370W 98% CEC EFFICIENCY Q.PLUS L -G4.2 335W MAX INPUT VOLTAGE: 60V 6kW CONTINUOUS OUTPUT POWER Voc 46.94V MPPT RANGE: 8-60V MAX OUTPUT CURRENT: 25A DRAWINGTITLE: Isc: 9.54A MAX DC INPUT CURRENT: 13.75A MAX INPUT CURRENT: 18A ONELINE Vmpp: 37.33V MAX OUTPUT CURRENT: 15 GROUND FAULT PROTECTION PROVIDED PER NEC 690.35 SHEET: Im pP: 8.97A 6000W STRING MAX INTEGRATED ARC FAULT PROTECTION UL 1741 CERTIFIED GRID CONENCTION STANDARDS IEEE 1547 El E i� Ln 4" 4" - METER ELECTRICAL SHOCK HAZARD 2�� ABELI DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE �� 411 - — 611 SOLAR AC COMBINER PANELv OUTPUT CURRENT: 50A OPERATING VOLTAGE: 240V � i v r i� c6 O m o Ln Lo Ln z z o co coWARNINGPRODUCTION o r1- Lu Lo N In co ENERGIZED IN OPEN POSITION T if UTILITY AC DISCONNECTt , LABEL MAXIMUM OPERATING CURRENT: SOA 1" NEUTRAL WIRE IS SIZED PER EGC FOR ICTIMI MOPERATINGVOLTAGE: Z4OV + 411 LABEL 17 CURRENT SENSING ONLY. DO NOT CONNECT ADDITIONAL LOADS TO SYSTEM INFORMATION SYSTEM SIZE DC: 14.07KW I. " _ WARNING r WARNING ELECTRICAL SHOCK HAZARD INVERTER OUTPUT CONNECTION. DO NOT .� II 2" RELOCATE OVERCURRENT PROTECTION DC CONDUCTORS ARE DEVICE UNGROUNDED AND MAY ACCUMULATION PANEL WITHOUT PROPER ENGINEERING SUPERVISION AND PV SYSTEM OWNER'S FORMAL APPROVAL. LABEL23 SYSTEM SIZE AC: 12KW DC/AC RATIO: 1.17 TILT: AZIMUTH: 1800 MODULE: (42) QCELL 335W INVERTER: (2) LABEL24 BE ENERGIZED SOLAREDGE6A-US LABEL ISM 240V OPTIMIZER: (42) P370 RACKING: SCHLETTER 61„ 2 PVMAX CAUTION: SOLAR ELECTRIC IT11 SITE ADDRESS: SYSTEM CONNECTED SANDSTROM 15610 PILAR RD N LABEL 22 SCANDIA, MN 55073 REVISIONS: # DESCRIPTION INITIAL DATE 1 LAYOUT DESIGN TMP 5-10-2017 2 XCEL DRAWING TMP 5-31-2017 LABELS SHALL BE WEATHERPROOF, DURABLE, SCALE PERMANATELY MOUNTED, AND COMPLY WITH NEC 690 DRAWING TITLE: LABELS SHEET: E2 PV Powers*lte Project Information Project Name: Project Address: City,State,Zip: Module Size: System Type: Schletter Sales Associate: Engineerinq Re sandstrom 2670 Patton Rd Scandia, MN55073 72 Cell Ground Mount , PvMax Blaz Ruzic Building Code: Wind Speed: Snow Load: Tilt: Module Thickness Installation Details ASCE?-10 115 mph 50 psf 30 degrees 35 mm Design By: Email: Date: Rack Setup: Vertical Count: Horizontal Count Rack Count: Module Count: Total Wattage: Innovative Power Systems timp@ips-solar.com Thursday ,May 11, 2017 2VX11 2V 11 1 990 mm Max Span: 8.3 ft Ballast Width 24 in Rebar Qty: 2 FCT: 0.09 kip FCC: 4.35 kip FCS: 0.03 kip RCT: 4.8 kip RCC: 4.35 kip RCS: 0.03 kip Billinq Material Part Number Description Quantity 124303-04200 S1.5 Rail 4200 12 146002-330 PvMax Support Triangle 30 degrees 5 129303-000 S1 Splice Kit 8 135007-135 Rapid5k End Clamp 8 135002-005 Grounding Rapid5k Mid Clamp Assembly 40 C�Smm"M ©PVMax I Schletter Inc. 1 (520) 289-8700 1 nnail@schletter.us Module Rail Arrangement & Cuts Location of Rail Rails Per Row Required Rail Length Center 1 3790 Intermediate 0 0 End 2 3700 Cut (4) 3794.76mm rail(s) from (4) 4200mm stock rails. Cut (8) 3703mm rail(s) from (8) 4200mm stock rails. ©PVMax I Schletter Inc. 1 (520) 289-8700 1 nnail@schletter.us Solar Mounting Systems CH'LETTER sloc. Letter of Acceptance From: Wolfgang Fritz, Vice President of Engineering; Schletter, Inc. Date: 10118/2016 Re: Engineering Review for the Schletter, Inc. Standardized Racking Systems - State of Minnesota To whom it may concern, We have thoroughly reviewed the design calculations for the standardized racking solutions. The structures are designed to withstand effects of wind, snow, and earthquake loads. Applicable loads are provided on the attached structural drawings and calculations. These predesigned structures are compliant with the following codes. 1. 2003 International Building Code, By International Code Council, Inc., 2003. 2, 2006 International Building Code, By International Code Council, Inc_, 2006- 1 2009 International Building Code, By International Code Council, Inc., 2009. 4. 2012 International Building Code, By International Code Council, Inc., 2012. 5. 2015 International Building Code, By International Code Council, Inc., 2014. 6. 2012 North Carolina State Building Code, By International Code Council, Inc., 2011. 7. 2013 California Building Code, by the State of California Building Standards Commission, 2013. 8. 2014 Florida State Building Code, by the State of Florida Building Commission, 2014. 9. 2012 Michigan Building Code, by the State of Michigan Department of Licensing and Regulatory Affairs, 2012, % 22015 Minnesota State Building Code, by International Code Council, Inc., 2015. 11. 2015 New Jersey Building Code, by the International Code Council, Inc., 2015. 12. 2010 New York State Building Code, by the New York State Department of State, 2010. 13. 2011 Ohio Building Code, by the State of Ohio Board of Building Standards, 2011. 14. 2012 Vermont Fire & Building Safety Code, by the State of Vermont Department of Public Safety, 2012. 15. 2011 Wisconsin Commercial Building Code, by the State of Wisconsin Department of Safety and Professional Services, 2011, 16. ASCE 7-05, by the American Society of Civil Engineers, 2005. 17. ASCE 7-10, by the American Society of Civil Engineers, 2010. 18. Aluminum Design Manual: Specifications and Guideline for Aluminum Structures, by the Aluminum Association, Washington, D.C., 2005. The review is valid for the State of Minnesota and is valid for one year from the date of this letter. %"%%JNGIsIt f e. .......... 3 PROFES SIONAL ENONNIEER tP, 48495 .�'CO OF M 1 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. Wolfgang Fritz, Ph.D., P.E. Vice President of Engineering Schletter Inc. Q Schletter Inc. • 1001 Commerce Center Drive • Shelby. North Carolina 26150 • Tel 170.31 59 4200 - Fax'. (704) 595.4 10 AF -006 I9 E-mail. mail@schtetter.us • % xew.schletter.us 09110173 Schletter, Inc. HCV Standard PVMax Racking System 300 Tilt w/o Seismic Design 1. INTRODUCTION rl--4�CHLiE7 TER 1.1 Project Description The following sections will cover the determination of forces and structural design calculations for the Schletter, Inc. PVMax ground mount system. 1.2 Construction Photovoltaic modules are attached to aluminum purlins using clamp fasteners. Purlins are clamped to inclined aluminum girders, which are then connected to aluminum struts. Each support structure is equally spaced. PV modules are required to meet the following specifications: Maximum Minimum Height = 2000 mm Height = 1900 mm Width = 1050 mm Width = 970 mm Dead Load = 3.00 psf Dead Load = 1.75 psf Modules Per Row = 2 Module Tilt = 30° Maximum Height Above Grade = 3 ft 1.3 Technical Codes • ASCE 7-10 - Chapter 26-31, Wind Loads • ASCE 7-10 - Chapter 7, Snow Loads • ASCE 7-10 - Chapter 2, Combination of Loads • International Building Code, IBC, 2012, 2015 • Aluminum Design Manual, Eighth Edition, 2005 2. LOAD ACTIONS 2.1 Permanent Loads g MAX = 9MIN 2.2 Snow Loads Ground Snow Load, P9 = Sloped Roof Snow Load, PS = IS = CS = Ce = C, = 2.3 Wind Loads Design Wind Speed, V = Height < Peak Velocity Pressure, qz = Pressure Coefficients Cf+ TOP = Cf+ BOTTOM = Cf- TOP, OUTER PURLIN = Cf- TOP, INNER PURLIN = Cf- BOTTOM = 2.4 Seismic Loads - N/A Deed Load + Snow Load 3.00 psf Self -weight of the PV modules. 1.75 psf 30.00 psf 16.49 psf (ASCE 7-10, Eq. 7.4-1) 1.00 0.73 0.90 1.20 Typical loading conditions of the module dead loads, snow loads, and wind loads are shown on the left. 115 mph Exposure Category = C 15 ft Importance Category = II 20.76 psf Including the gust factor, G=0.85. (ASCE 7-10, Eq. 27.3-1) 1.150 Pressure 1.850 ( ) Provided pressure coefficients are the result of wind tunnel -2.600 testing done by Ruscheweyh Consult. Coefficients are 0.00 located in test report # 1127/0611-1e. Negative forces are 2.000 (Suction) applied away from the surface. -1.100 0 = 1.25 SS = 0.00 R = 1.25 ASCE 7, Section 12.8.1.3: A maximum S, of 1.5 SDS = 0.00 CS = 0 may be used to calculate the base shear, C, of S, = 0.00 p = 1.3 structures under five stories and with a period, T, SDI = 0.00 0 = 1.25 of 0.5 or less. Therefore, a S ds of 1.0 was used to calculate CS. Ta = 0.00 Cd = 1.25 Rev. 07.29.2016 PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.xlsx I Page 1 2.5 Combination of Loads 7scHLETTER ASCE 7 requires that all structures be checked by specified combinations of loads. Applicable load combinations are provided below. Strength Design, LRFD Component stresses are checked using the following LRFD load combinations: 1.21D+1.6S+0.5W 1.21D + 1.0W + 0.5S 0.91D + 1.OW m 1.54D + 1.3E + 0.2S R (ASCE 7, Eq 2.3.2-1 through 2.3.2-7) & (ASCE 7, Section 12.4.3.2) 0.56D + 1.3E R 1.54D + 1.25E + 0.2S 0 0.56D + 1.25E ° Allowable Stress Design, ASD Member deflection checks and foundation designs are done according to the following ASD load combinations: 1.01D + 1.OS 1.01D + 0.6W 1.01D + 0.75L + 0.45W + 0.75S 0.61D + 0.6W m (ASCE 7, Eq 2.4.1-1 through 2.4.1-8) & (ASCE 7, Section 12.4.3.2) 1.238D + 0.875E ° 1.1785D + 0.65625E + 0.75S 0 0.362D + 0.875E ° M Uses the minimum allowable module dead load. R Include redundancy factor of 1.3. ° Includes overstrength factor of 1.25. Used to check seismic drift. 3. STRUCTURAL ANALYSIS 3.1 RISA Results Appendix B.1 contains outputs from the structural analysis software package, RISA. These outputs are used to accurately determine resultant member and reaction forces from the loads seen throughout Section 2. 3.2 RISA Components A member and node list has been provided below to correlate the RISA components with the design calculations in Section 4. Items of significance have been listed. Purlins Location Diagonal Struts Location Front Reactions Location M13 Top M3 Outer N7 Outer M14 Mid -Top M7 Inner N15 Inner M15 Mid -Bottom M11 Outer N23 Outer M16 Bottom Girders Location Rear Struts Location Rear Reactions Location M1 Outer M2 Outer N8 Outer M5 Inner M6 Inner N16 Inner M9 Outer M10 Outer N24 Outer Front Struts Location M4 Outer M8 Inner M12 Outer Rev. 07.29.2016 PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.xlsx I Page 2 4. MEMBER DESIGN CALCULATIONS F-4�CHLE7TER 4.1 Purlin Design Aluminum purlins are used to transfer loads to the support structure. Purlins are designed as continous beams with cantilevers. These are considered beams with internal hinges that can be joined with splices at 25% of the support respective span. See Appendix A.1 for detailed member calculations. Section units are in (mm). Purlin Type = S1.5 Aluminum Type = 6105-T5 F,y = 35 ksi Lb = 120 in (I)F,y STRONG -AXIS = 25.07 ksi (DFty WEAK -AXIS = 23.08 ksi Sy = 1.33 in' SX = 0.60 in' E = 10100 ksi ly = 2.16 in4 IX = 1.07 in4 A = 1.25 int 9 = 1.50 lbs/ft My = 1.809 k -ft Mz = 0.402 k -ft My allowable = 2.779 k -ft Mz allowable = 1.154 k -ft Utilization = 100% DETAIL VIEW 4.2 Girder Design Loads from purlins are transferred using an inclined girder, which is connected to a set of aluminum struts. Loads on the girder result from the support reactions of the purlins. See Appendix A.2 for detailed member calculations. Section units are in (mm). Girder Type = BFO Aluminum Type = 6105-T5 F,y = 35 ksi Lb = 104.56 in OFty AXIAL = 31.09 ksi OFty STRONG -AXIS = 29.00 ksi OFty WEAK -AXIS = 33.25 ksi Sy = 1.42 in SX = 1.41 in E = 10100 ksi ly = 2.39 in4 IX = 2.22 in4 A = 1.88 int 9 = 2.26 lbs/ft My = -3.308 k -ft Mz = 0.000 k -ft Pn = -0.888 k Myallowable = 3.422 k -ft Mz allowable = 3.907 k -ft Pn allowable = 58.535 k Utilization = 98% Rev. 07.29.2016 PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.xlsx I Page 3 fL--, CHLETTER 4.3 Front Strut Design The front aluminum strut connects a portion of the girder to the foundation. Vertical girder forces are then transferred down through the strut into the foundation. The strut is attached with single M12 bolts at each end. See Appendix A.3 for detailed member calculations. Section units are in (mm). Strut Type = 55x55 Aluminum Type = 6105-T5 Fty = 35 ksi Lb = 24.80 in (OFtyAXIAL = 28.03 ksi OFty BENDING = 28.22 ksi Sy = 0.60 in Sx = 0.60 in E = 10100 ksi ly = 0.67 in IX = 0.67 in A = 0.98 in g = 1.18 lbs/ft My = 0.000 k -ft Mz = 0.000 k -ft Pn = 2.883 k Myallowable = 1.408 k -ft Mz allowable = 1.408 k -ft Pn allowable = 27.532 k Utilization = 10% 55.00 DETAIL VIEW 4.4 Diagonal Strut Design A diagonal aluminum strut braces the support structure. It connects at a front portion of the girder and transfers horizontal forces to the rear foundation connection. The strut is attached with single M12 bolts at each end. See Appendix A.4 for detailed member calculations. Section units are in (mm). Strut Type = 55x55 Aluminum Type = 6105-T5 Fty = 35 ksi Lb = 98.03 in OFty AXIAL = 6.11 ksi OFty BENDING = 28.22 ksi Sy = 0.60 in' SX = 0.60 in' E = 10100 ksi ly = 0.67 in IX = 0.67 in A = 0.98 in g = 1.18 lbs/ft My = 0.011 k -ft Mz = 0.000 k -ft Pn = 2.389 k Myallowable = 1.408 k -ft Mz allowable = 1.408 k -ft Pn allowable = 6.000 k Utilization = 41% DETAIL VIEW Rev. 07.29.2016 PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.xlsx I Page 4 4.5 Rear Strut Design scHLETTER An aluminum strut connects the rear portion of the girder to the rear foundation connection. Both vertical and horizontal forces are transferred from the girder. The strut is attached with single M12 bolts at each end. See Appendix A.5 for detailed member calculations. Section units are in (mm). Strut Type = 55x55 Aluminum Type = 6105-T5 Fty = 35 ksi Lb = 78.35 in (DFty AxIAL = 8.88 ksi 0Fiy BENDING = 28.22 ksi Sy = 0.60 in Sx = 0.60 in E = 10100 ksi ly = 0.67 in Ix = 0.67 in A = 0.98 int g = 1.18 lbs/ft My = -0.010 k -ft MZ = 0.000 k -ft Pn = 3.232 k My allowable = 1.408 k -ft Mz allowable = 1.408 k -ft Pn allowable = 8.726 k Utilization = 38% 5. FOUNDATION DESIGN CALCULATIONS 55.00 DETAIL VIEW 5.1 Helical Pile Foundations The following LRFD loads include a safety factor of 1.3, and are to be used in conjunction with a Schletter, Inc. Geotechnical Investigation Report. The forces below should fall within the guidelines provided in the Geotechnical Investigation Report. If a Geotechnical Investigation Report is not present, please proceed to Section 5.2 for a concrete foundation design. Maximum Tensile Load = Compressive Load = Lateral Load = Moment (Weak Axis) = Front Rear 116.24 5876.99 k 3748.48 4848.90 k 24.34 3669.35 k 0.05 0.01 k Rev. 07.29.2016 PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.xlsx I Page 5 fL--, CHLETTER 5.2 Design of Ballast Foundations Ballast foundations are used to secure the racking structure in place. The foundations are checked for potential overturning and sliding. Bearing pressures applied by the racking and ballast foundations are checked against the allowable bearing pressures provided by the IBC table 1806.2 (2012, 2015). 1351 lbs 21 Ibs B �I� 846 lb. J Ar Wt M, 143.00 in 106.46 in L 7.87 in Concrete Properties Footing Reinforcement Weight of Concrete = 145 pcf Use fiber reinforcing with (2) #5 rebar. Compressive Strength = 2500 psi 1.OD+0.751+0.45W+0.755 Yield Strength = 60000 psi 0.6D+0.6W Overturning Check Width 35 in Mo = 159225.8 in -lbs 38 in Resisting Force Required = 2226.93 lbs A minimum 143in long x 35in wide x S.F. = 1.67 18in tall ballast foundation is required Weight Required = 3711.56 lbs to resist overturning. Minimum Width = 35 in in 38 in Weight Provided = 7559.64 lbs 13981bs Sliding 1398 lb. 1211 1b. Force = 846.28 lbs 12111bs Friction = 0.4 Use a 143in long x 35in wide x 18in tall Weight Required = 2115.69 lbs ballast foundation to resist sliding. Resisting Weight = 7559.64 lbs Friction is OK. Additional Weight Required = 0 lbs 1394 lbs Cohesion 19871bs 198716. Sliding Force = 846.28 lbs 2391 lbs Cohesion = 130 psf Use a 143in long x 35in wide x 18tH tall Area = 34.76 ft2 ballast foundation. Cohesion is OK. Resisting = 3779.82 lbs 2071bs Additional Weight Required = 0 lbs 2071bs Shear Key 15461bs 1546 1b. Additional Force = 0 lbs 1295 lbs Lateral Bearing Pressure = 200 psf/ft -16931bs Required Depth = 0.00 ft Shear key is not required. f� = 2500 psi 105681bs Length = 8 in 10757 lbs Bearing Pressure 111891bs 114051bs 117621bs 11978 lbs Ballast Width 124101bs 1791 lb. 35 in 36 in 37 in 38 in Pft9 = (145 pcf)(11.92 ft)(1.5 ft)(2.92 ft) = 7560 lbs 7776 lbs 7992 lbs 8208 lbs 18.00 in I SLC 1.0D+1.0S 1.OD+0.6W 1.OD+0.751+0.45W+0.755 0.6D+0.6W Width 35 in 36 in 37 in 38 in 35 in 1 36 in 1 37 in 1 38 in 35 in 1 36 in 1 37 in 1 38 in 35 in 1 36 in 37 in 38 in Fq 1398 1b. 13981bs 1398 lb. 1398 lb. 1211 1b. 1211 1b. 12111bs 12111bs 1811 lbs 1811 lb. 1811 1b. 18111bs -42 lbs -421bs -421bs -42 lb. FS 139416. 13941bs 1394 lbs 1394 lbs 19871bs 198716. 198716. 19871bs 2391 lbs 2391 lbs 239116. 23911bs -27021bs -2702 lb. -2702 lbs -27021bs Fy 2071bs 207 lb. 207 lb. 2071bs 1546 lbs 15461bs 1546 1b. 15461bs 1295 lbs 1295 lbs 12951bs 12951bs -16931bs -1693 lbs -1693 lbs -16931bs P-1 10352 lbs 105681bs 107841bs 11000 lbs 10757 lbs 10973 lbs 111891bs 114051bs 117621bs 11978 lbs 12194 lbs 124101bs 1791 lb. 1921 lbs 20511bs 21801bs M 3663 lbs -ft 3663 lbs -ft 3663 lbs -ft 36631bs-ft 2954 lbs -ft 2954 lbs -ft 2954 lbs -ft 2954 lbs -ft 4578 lbs -ft 4578 lbs -ft 4578 lbs -ft 4578 lbs -ft 5108 lbs -ft 5108 lbs -ft 5108 lbs -ft 51081bs-fl e 0.35 ft 0.35 ft 0.34 ft 0.33 ft 0.27 ft 0.27 ft 0.26 ft 0.26 ft 0.39 ft 0.38 ft 0.38 ft 0.37 f1 2.85 ft 2.66 ft 2.49 ft 2.34 f1 U6 1.99 ft 1.99 ft 1.99 ft 1.99 ft 1.99 it 1.99 ft 1.99 ft 1.99 ft 1.99ft 1.99 ft 1.99 ft 1.99 f1 1.99 ft 1.99 ft 1.99 ft 1.99 ft f- 244.8 psf 244.0 psf 243.3 psf 242.6 psi 266.7 psf 265.3 psf 264.1 psf 262.8 psf 272.1 psf 270.6 psi 269.1 psf 267.8 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf - 350.9 psf 347.2 psf 343.7 psf 340.4 psi 352.3 psf 348.6 psf 345.0 psf 341.7 psf 404.7 psf 399.5 psi 394.6 psf 389.9 psf 131.8 psf 129.4 psf 127.9 psf 126.9 psf Maximum Bearing Pressure = 405 psf Use a 143in long x 35in (nide x 18in tall ballast foundation for an acceptable Allowable Bearing Pressure = 1500 psf bearing pressure. Rev. 07.29.2016 PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.xlsx I Page 6 Overturning Check Mo = 1208.3 ft -lbs Resisting Force Required = 828.53 lbs S.F. = 1.67 Weight Required = 1380.88 lbs Minimum Width = 35 in in Weight Provided = 7559.64 lbs Bearing Pressure Weak Side Design A minimum 143in long x 35in wide x 18in tall ballast foundation is required to resist overturning. ASD LC 1.238D+0.875E 1 1.17851)+0.65625E+0.755 0.362D+0.875E Width 35 in 1 35 in 35 in Support Outer Inner Outer Outer Inner Outer Outer Inner Outer Fy 2881bs 7201b5 2881bs 851 Ibs 23441bs 8511bs 841bs 211 Ibs 841bs FV 31bs 0lbs 31bs 10 lbs 0lbs 101bs 11bs 0Ibs 1 lbs Ptotal 96471bs 7560 lbs 9647165 97601bs 75601bs 9760 lbs 28211bs 75601bs 2821 lbs M 101bs-ft 0Ibs-ft 10 lbs -ft 331bs-ft 0lbs-ft 331bs-ft 31bs-ft 0lbs-ft 3lbs-ft e 0.00 it 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft U6 0.49 ft 0.49 ft 0.49 ft 0.49 ft 0.49 ft 0.49 ft 0.49 ft 0.49 ft 0.49 ft f.ln 276.9 psf 217.5 psf 276.9 psf 278.9 psf 217.5 psf 278.9 psf 81.0 psf 217.5 psf 81.0 psf ma 2782 psf 217.5 psf 278.2 psf 1 282.8 psf 217.5 psf 282.8 psf 1 81A psf 1 217.5 psf 81.4 psf fL--, CHLETTER 851 Ib. 10lb5 181b,ft 18.00 in Mo 35.00 in �I Maximum Bearing Pressure = 283 psf Allowable Bearing Pressure = 1500 psf Use a 143in long x 35in wide x 18in tall ballast foundation for an acceptable bearing pressure. Foundation Requirements: 143in long x 29in wide x 18in tall ballast foundation and fiber reinforcing with (2) #5 rebar. 5.3 Foundation Anchors Threaded rods are anchored to the the ballast foundations using the Simpson AT -XP epoxy solution. LRFD load results are compared to the allowable strengths of the epoxy solution. Please see the supplementary calculations provided by the Simpson Anchor Designer software. Rev. 07.29.2016 PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.xlsx I Page 7 6. DESIGN OF JOINTS AND CONNECTIONS F—SCHLETTER 6.1 Anchorage of Modules to Purlins and Connection of Purlins to Girders Modules are secured to the purlins with Schletter, Inc. Rapid2+ mounting clamps. Purlins are secured to the girders with the use of 80mm mounting clamps. The reliability of calculations is uncertain due to limited standards, therefore the strength of the clamp fasteners has been evaluated by load testing. Fastening of Modules to Purlins Maximum Uplifting Force = 0.592 k Allowable Uplift = 1.214 k Utilization = 49% Fastening of Purlins to Girders Maximum Uplifting Force = 2.102 k Allowable Uplift = 4.357 k Utilization = 48% 6.2 Strut Connections The aluminum struts connect the aluminum girder ends to custom brackets with mounting holes. Single M12 bolts are used to attach each end of the strut to the girder and post. ASTM A 1931A 193M-86 equivalent stainless steel bolts are used. Front Strut Rear Strut Maximum Axial Load = 2.883 k Maximum Axial Load = 3.948 k M12 Bolt Capacity = 12.808 k M12 Bolt Capacity = 12.808 k Strut Bearing Capacity = 7.421 k Strut Bearing Capacity = 7.421 k Utilization = 39% Utilization = 53% Diagonal Strut Maximum Axial Load = 2.486 k M12 Bolt Shear Capacity = 12.808 k Bolt and bearing capacities are accounting for double shear. Strut Bearing Capacity = 7.421 k (ASCE 8-02, Eq. 5.3.4-1) Utilization = 34% 7. SEISMIC DESIGN 7.1 Seismic Drift - N/A The racking structure has been analyzed under seismic loading. provided by (ASCE 7, Table 12.12-1). Mean Height, hsx = Allowable Story Drift for All Other = { Structures, A Max Drift, AMAX = N/A Struts under compression are shown to demonstrate the load transfer from the girder. Single M12 bolts are located at each end of the strut and are subjected to double shear. The allowable story drift of the structure must fall within the limits The racking structure's 60.93 in reaction to seismic loads 0.020h,x is shown to the right. The deflections have been 1.219 in magnified to provide a 0.066 in clear portrayal of potential story drift. Rev. 07.29.2016 PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.xlsx I Page 8 APPENDIX A A.1 Design of Aluminum Purlins - Aluminum Design Manual, 2005 Edition Purlin = S1.5 Strong Axis: Weak Axis: 3.4.14 3.4.14 37.0588 Lb = 120 in Lb = 120 J = 0.432 J = 0.432 331.976 211.117 B Z mDbr 0 ZS1=1 (\Sl (B, - B6 Fcy/ 1.6Dc / 0.65 1.6Dc S1 = 0.51461 S1 = 0.51461 Cc = 41.015 2 S2 = (1 6�2 S2 = k1Bbr S2 = 1701.56 S2 = 1701.56 cpFL=cpb[Bc-1.6Dc*�((LbSc)/(Cb*�(IyJ)/2))] cpFL= cpb[Bc-1.6Dc*�((LbSc)/(Cb*�(IyJ)/2))] cpFL= 27.4 ksi cpFL= 28.6 3.4.16 3.4.16 cpFL= 1.3cpyFcy b/t = 32.195 b/t = 37.0588 9y 25.1 ksi 9y Bp - Fcy Bb Bp - Fcy Bb Sl = _ S1 1.073 in4 1.6Dp 41.015 mm 1.6Dp S1 = 12.2 S1 = 12.2 k1Bp 2.788 k -ft k1Bp S2 52 1.6Dp 1.6Dp S2 = 46.7 S2 = 46.7 cpFL= cpb[Bp-1.6Dp*b/t] cpFL= cpb[Bp-1.6Dp*b/t] cpFL= 25.1 ksi cpFL= 23.1 ksi 3.4.16.1 Not Used 3.4.16.1 Rb/t = N/A for Weak Direction B 2 (Bt-1.176YFcy $1 = b 1.6Dt S1 = 1.1 S2 = Ct S2 = 141.0 cpFL= 1.17cpyFcy cpFL= 38.9 ksi 7scHLETTER 3.4.18 3.4.18 h/t = 37.0588 h/t = 32.195 9y 6y Bbr - 1.3Fcy Ob Bbr - 1.3Fcy Bb S1 = S1 _ mDbr mDbr S1 = 36.9 S1 = 36.9 M = 0.65 m = 0.65 Co = 40.985 Co = 45.5 Cc = 41.015 Cc = 45.5 k1Bbr k1Bbr S2 _ 52 _ mDbr mDbr S2 = 77.2 S2 = 77.3 cpFL= cpb[Bbr-mDbr*h/t] cpFL= 1.3cpyFcy cpFL= 43.2 ksi cpFL= 43.2 ksi cpFLSt= 25.1 ksi cpFLWk= 23.1 ksi Ix = 897074 mm4 ly = 446476 mm4 2.155 in4 1.073 in4 y = 41.015 mm x = 45.5 mm Sx = 1.335 in' Sy = 0.599 in' Wm xSt = 2.788 k -ft MmaxW k = 1.152 k -ft Rev. 07.29.2016 PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.xlsx Page 9 Compression 3.4.9 B b/t = 32.195 S1 = 12.21 (See 3.4.16 above for formula) S2 = 32.70 (See 3.4.16 above for formula) cpFL= cpc[Bp-1.6Dp*b/t] cpFL= 25.1 ksi b/t = 37.0588 S1 = 12.21 S2 = 32.70 cpFL= (cpck2*�(BpE))/(1.6b/t) cDFL= 21.9 ksi 3.4.10 Rb/t = 0.0 B 2 CBt - 8 Fcy) S1 = Dt JJ S1 = 6.87 S2 = 131.3 NFL= (PyFcy TFL= 33.25 ksi cpFL= 21.94 ksi A= 1215.13 mm2 1.88 int Pmax = 41.32 kips A.2 Design of Aluminum Girders - Aluminum Design Manual, 2005 Edition Girder = BFO Strong Axis: 3.4.14 Lb = 104.56 in J = 1.08 179.85 e Z Bc - 9Y Fcy Sl = ( b 1.6Dc S1 = 0.51461 S2 = Cc 2 ) 1.6 S2 = 1701.56 cDFb= cpb[Bc-1.6Dc*�((LbSC)/(Cb*�(IyJ)/2))] cpFL= 29.0 ksi 3.4.16 b/t = 16.2 Weak Axis: 3.4.14 Lb = 104.56 J = 1.08 190.335 0 Z Sl = (Bc - 9y Fcy b 1.6Dc S1 = 0.51461 C 2 S2 = (ii) S2 = 1701.56 cpFL=cpb[Bc-1.6Dc*�((LbSc)/(Cb*�(IyJ)/2))] cpFL= 28.9 3.4.16 B Bp - -Fcy Fcy S1 = B Bp 1.6Dp S1 = 12.2 k1Bp S2 = 12.2 1.6Dp S2 = 46.7 cpFL= cpb[Bp-1.6Dp*b/t] cpFL= 31.6 ksi Weak Axis: 3.4.14 Lb = 104.56 J = 1.08 190.335 0 Z Sl = (Bc - 9y Fcy b 1.6Dc S1 = 0.51461 C 2 S2 = (ii) S2 = 1701.56 cpFL=cpb[Bc-1.6Dc*�((LbSc)/(Cb*�(IyJ)/2))] cpFL= 28.9 3.4.16 b/t = 7.4 B Bp - eb Fcy Sl = 1.6Dp S1 = 12.2 k1Bp S2 = 1.6Dp S2 = 46.7 WFC= (PyFcy cpFL= 33.3 ksi 7scHLETTER Rev. 07.29.2016 PVMax 72 Cell 2V 30" 115mph 30psf 10ft 7-10 NS.xlsx I Page 10 SCHLETTER 3.4.16.1 Used 3.4.16.1 Rb/t = 18.1 N/A for Weak Direction B 2 (Bt-1.17eYFcy S1 = b 1.6Dt S1 = 1.1 S2 = Ct S2 = 141.0 cpFL= cpb[Bt-Dt*�(Rb/t)] cpFL= 31.1 ksi 3.4.18 3.4.18 16.2 h/t = 7.4 h/t = 16.2 cpFL= � cpFL= Oy Bbr - 1.3Fcy Bb Bbr - 1.3Fcy 0, S1 = cpFL= 51 _ cpFL= 31.09 ksi mDbr mDbr S1 = 35.2 S1 = 36.9 M = 0.68 m = 0.65 Co = 41.067 Co = 40 Cc = 43.717 Cc = 40 k1Bbr k1Bbr S2 _ 52 _ mDbr mDbr S2 = 73.8 S2 = 77.3 cpFL= 1.3cpyFcy cpFL= 1.3cpyFcy cpFL= 43.2 ksi cpFL= 43.2 ksi cpFLSt= 29.0 ksi TFLWk= 33.3 ksi Ix = 984962 myna ly = 923544 mm4 2.366 in 2.219 in y= 43.717 mm x= 40 mm Sx = 1.375 in:' Sy = 1.409 in3 MmexSt = 3.323 k -ft MmaxWk = 3.904 k -ft Compression 3.4.9 b/t = 16.2 S1 = 12.21 (See 3.4.16 above for formula) S2 = 32.70 (See 3.4.16 above for formula) cpFL= cpc[Bp-1.6Dp*b/t] cpFL= 31.6 ksi b/t = 7.4 S1 = 12.21 S2 = 32.70 WFt= NyFcy cpFL= 33.3 ksi 3.4.10 Rb/t = 18.1 B l2 CBt - 6h FcY/ S1 = Dt S1 = 6.87 S2 = 131.3 cpFL= cpc[Bt-Dt*�(Rb/t)] cpFL= 31.09 ksi cDFL= 31.09 ksi A= 1215.13 mm2 1.88 int Pmax = 58.55 kips Rev. 07.29.2016 PVMax 72 Cell 2V 30" 115mph 30psf 10ft 7-10 NS.xlsx I Page 11 A.3 Design of Aluminum Struts (Front) - Aluminum Design Manual, 2005 Edition Strut = 55x55 Strong Axis: 3.4.14 Rb/t = Lb = 24.8 in J = 0.942 S1 = 38.7028 (Bt-1.179YFcy b e z 1.6Dt Bc - 9 Fcy S1 S2 = Ct S2 = 1.6Dc S1 = 0.51461 38.9 ksi \ 2 S2 = /\I 1- 6 S2 = 1701.56 cpFL= cpb[Bc-1.6Dc*�((LbSc)/(Cb*�(IyJ)/2))] cpFL= 31.4 ksi 3.4.16 b/t = 24.5 0 Bp - 96 Fcy S1 = 1.6Dp S1 = 12.2 _ k1Bp S2 1.6Dp S2 = 46.7 cpFL= cpb[Bp-1.6Dp*b/t] cpFL= 28.2 ksi 3.4.16.1 Not Used Rb/t = 0.0 24.8 B Z Bbr - 6y 1.3Fcy S1 = S1 = (Bt-1.179YFcy b mDbr 1.6Dt S1 = 1.1 S2 = Ct S2 = 141.0 cpFL= 1.17cpyFcy cpFL= 38.9 ksi 3.4.18 28.2 ksi h/t = 24.5 24.8 B Bbr - 6y 1.3Fcy S1 = b 0.621 in mDbr S1 = 36.9 M = 0.65 Co = 27.5 Cc = 27.5 k1Bbr S2 _ /\I 1T 6 S2 = mDbr S2 = 77.3 cpFL= 1.3cpyFcy cpFL= 43.2 ksi cpFLSt= 28.2 ksi Ix = 279836 mm4 24.8 0.672 in y = 27.5 mm Sx = 0.621 in Wm Xst = 1.460 k -ft Weak Axis: 3.4.14 h/t = Lb = 24.8 J = 0.942 S1 = 38.7028 0.621 in 0 Z (Bc - 6Y Fcy b S1 = 0.65 Co = 1.6Dc S1 = 0.51461 \ 2 S2 = /\I 1T 6 S2 = 1701.56 cpFL= cpb[Bc-1.6Dc*�((LbSc)/(Cb*�(IyJ)/2))] cpFL= 31.4 3.4.16 b/t = 24.5 0 Bp - 96 Fcy S1 = 1.6Dp S1 = 12.2 _ k1Bp S2 1.6Dp S2 = 46.7 cpFL= cpb[Bp-1.6Dp*b/t] cpFL= 28.2 ksi 3.4.16.1 N/A for Weak Direction 3.4.18 28.2 ksi h/t = 24.5 B Bbr - 6Y 1.3Fcy S1 = b 0.621 in mDbr S1 = 36.9 m = 0.65 Co = 27.5 Cc = 27.5 k1Bbr S2 _ mDbr S2 = 77.3 cpFL= 1.3cpyFcy cpFL= 43.2 ksi cpFLWk= 28.2 ksi ly = 279836 mm4 0.672 in X = 27.5 mm Sy = 0.621 in M,axW k = 1.460 k -ft 7scHLETTER Rev. 07.29.2016 PVMax 72 Cell 2V 30" 115mph 30psf 10ft 7-10 NS.xlsx I Page 12 Compression 3.4.7 24.5 = 0.57371 r = 0.81 in cpFL= cpc[Bp-1.6Dp*b/t] Bc - Fcy Sl* = 1.6Dc* S1 = 0.33515 S2`= CcFcy/E S2 = 71 S2 = 1.23671 cpcc = 0.87952 cpFL= cpcc(Bc-Dc*J\) cpFL= 28.0279 ksi 3.4.9 b/t = 24.5 S1 = 12.21 (See 3.4.16 above for formula) S2 = 32.70 (See 3.4.16 above for formula) cpFL= cpc[Bp-1.6Dp*b/t] cpFL= 28.2 ksi b/t = 24.5 S1 = 12.21 S2 = 32.70 cpFL= cpc[Bp-1.6Dp*b/t] CBt - 8 Fcy cpFL= 28.2 ksi 3.4.10 3.4.14 Rb/t = 0.0 98.03 in B 2 0.942 CBt - 8 Fcy S1 = B Z Lz Dt S1 = 6.87 S2 = 131.3 (pFL= (PyFcy cpFL= 33.25 ksi cpFL= 28.03 ksi A= 663.99 mm2 1.03 int Pmax = 28.85 kips AA Design of Aluminum Struts (Diagonal) - Aluminum Design Manual, 2005 Edition Strut = 55x55 Strong Axis: 3.4.14 Lb = Lb = 98.03 in J = 0.942 152.985 152.985 B Z Lz (Bc - 6 Fcyl Sl = b 1.6Dc 1.6Dc S1 = 0.51461 /2 Cc Cc \2 S2 = (1.6) \ 1.6\ ` 1.6 / S2 = 1701.56 cpFL= cpb[Bc-1.6Dc*�((LbSc)/(Cb*�(IyJ)/2))] cpFL= 29.4 ksi 3.4.14 Lb = 98.03 J = 0.942 152.985 B Z - 6Y Fcy (Bc S1 = 6 1.6Dc S1 = 0.51461 /2 Cc S2 = \ 1.6\ S2 = 1701.56 cpFL= cpb[Bc-1.6Dc*�((LbSc)/(Cb*V(IyJ)/2))] cpFL= 29.4 7scHLETTER Rev. 07.29.2016 PVMax 72 Cell 2V 30" 115mph 30psf 10ft 7-10 NS.xlsx I Page 13 7scHLETTER 3.4.16 3.4.16 3.4.18 b/t = 24.5 b/t = 24.5 By 24.5 Sl' = Bp - Fcy eb Bp - 6b Fcy Bb Sl = _ S1 S1 = 1.6Dp S1 _ 1.6Dp S1 = 12.2 S1 = 12.2 klBp m= k1Bp S2 _ 52 _ Co = 1.6Dp Co = 1.6Dp S2 = 46.7 S2 = 46.7 cpFL= cpb[Bp-1.6Dp*b/t] cpFL= cpb[Bp-1.6Dp*b/t] cpFL= 28.2 ksi cpFL= 28.2 ksi 3.4.16.1 Not Used 3.4.16.1 Rb/t = 0.0 N/A for Weak Direction B Z (Bt-1.179YFcy Sl = b 1.6Dt S1 = 1.1 S2 = Ct S2 = 141.0 cpFL= 1.17cpyFcy cpFL= 38.9 ksi 3.4.18 3.4.18 2.26776 h/t = 24.5 h/t = 24.5 Sl' = 0Y S 1 = BY Bbr - 1.3Fcy Bb Bbr - 1.3Fcy Ob S1 = mDbr S1 _ mDbr S1 = 36.9 S1 = 36.9 m= 0.65 m= 0.65 Co = 27.5 Co = 27.5 Cc = 27.5 Cc = 27.5 k1Bbr k1Bbr S2 _ 52 _ mDbr mDbr S2 = 77.3 S2 = 77.3 cpFL= 1.3cpyFcy cpFL= 1.3cpyFcy cpFL= 43.2 ksi cpFL= 43.2 ksi cpFLSt= 28.2 ksi cpFLWk= 28.2 ksi Ix = 279836 m m4 ly = 279836 m m' 0.672 in 0.672 in y= 27.5 mm x= 27.5 mm Sx = 0.621 in3 Sy = 0.621 in' Mmaxst = 1.460 k -ft MmaxW k = 1.460 k -ft Compression 3.4.7 = 2.26776 r = 0.81 in Bc - Fcy Sl' = 1.6Dc* S 1 = 0.33515 S2' = Cc Fcy/E R S2 = 1.23671 cpcc = 0.89749 WFC= ((pccFcy)/(1\2) TFL= 6.10803 ksi Rev. 07.29.2016 PVMax 72 Cell 2V 30" 115mph 30psf 10ft 7-10 NS.xlsx I Page 14 3.4.9 b/t = 24.5 S1 = 12.21 (See 3.4.16 above for formula) S2 = 32.70 (See 3.4.16 above for formula) TFL= cpc[Bp-1.6Dp*b/t] cpFL= 28.2 ksi b/t = 24.5 S1 = 12.21 S2 = 32.70 cpFL= cpc[Bp-1.6Dp*b/t] cpFL= 28.2 ksi 3.4.10 3.4.14 Rb/t = 0.0 78.35 in B 1112 0.942 CBt - h FCY/ S1 = B Z Dt S1 = 6.87 S2 = 131.3 WFC= <pyFcy cpFL= 33.25 ksi cpFL= 6.11 ksi A= 663.99 mm2 1.03 int Pmax = 6.29 kips A.5 Design of Aluminum Struts (Rear) - Aluminum Design Manual, 2005 Edition Strut = 55x55 Strong Axis: 3.4.14 Lb = 78.35 in J = 0.942 122.273 B Z BC- 0 Fcy S1 = b 1.6Dc S1 = 0.51461 S1 = C \Z I1 S2 = I1 1.6 S2 = 1701.56 cpFL= cpb[Bc-1.6Dc*�((LbSc)/(Cb*-�(IyJ)/2))] cpFL= 29.8 ksi 3.4.16 b/t = 24.5 0 Bp - 9b Fcy S1 = 1.6Dp S1 = 12.2 _ klBp S2 1.6Dp S2 = 46.7 cpFL= cpb[Bp-1.6Dp*b/t] cpFL= 28.2 ksi Weak Axis: 3.4.14 Lb = 78.35 J = 0.942 122.273 0 Z - 6 Fcy (11c 51 = b 1.6Dc S1 = 0.51461 S2 = (� ) 1.6 /1 S2 = 1701.56 cpFL= cpb[Bc-1.6Dc*�((LbSc)/(Cb*�(IyJ)/2))] cpFL= 29.8 3.4.16 b/t = 24.5 0 Bp - 9b Fcy S1 = 1.6Dp S1 = 12.2 _ klBp S2 1.6Dp S2 = 46.7 cpFL= cpb[Bp-1.6Dp*b/t] cpFL= 28.2 ksi 7scHLETTER Rev. 07.29.2016 PVMax 72 Cell 2V 30" 115mph 30psf 10ft 7-10 NS.xlsx I Page 15 Compression 3.4.7 scHLETTER 3.4.16.1 Not Used 3.4.16.1 Rb/t = 0.0 N/A for Weak Direction B 2 Bc - Fcy Bt -1.17 BY Fcy = 1.6Dc* $1 = b 0.33515 1.6Dt Cc S1 = 1.1 Fcy/E S2 = Ct n S2 = 141.0 1.23671 cpFL= 1.17cpyFcy 0.83375 cpFL= 38.9 ksi ((pccFcy)/(A2) 3.4.18 3.4.18 h/t = 24.5 h/t = 24.5 0Y BY Bbr - 1.3Fcy Bb Bbr - 1.3Fcy Bb S1 = 51 _ mDbr mDbr S1 = 36.9 S1 = 36.9 M = 0.65 m = 0.65 Co = 27.5 Co = 27.5 Cc = 27.5 Cc = 27.5 k1Bbr k1Bbr S2 _ 52 _ mDbr mDbr S2 = 77.3 S2 = 77.3 cpFL= 1.3cpyFcy cpFL= 1.3cpyFcy cpFL= 43.2 ksi cpFL= 43.2 ksi cpFLSt= 28.2 ksi cpFLWk= 28.2 ksi Ix = 279836 mm4 ly = 279836 mm° 0.672 in 0.672 in y= 27.5 mm x= 27.5 mm Sx = 0.621 in3 Sy = 0.621 in3 Wm Xst = 1.460 k -ft MmaxWk = 1.460 k -ft Compression 3.4.7 24.5 A = 1.8125 r= 0.81 in S2 = Bc - Fcy S1* = 1.6Dc* S1 * = 0.33515 Cc S2* = Fcy/E n S2 = 1.23671 cpcc = 0.83375 NFL= ((pccFcy)/(A2) cpFL= 8.88278 ksi 3.4.9 24.5 b/t = 24.5 S1 = 12.21 (See 3.4.16 above for formula) S2 = 32.70 (See 3.4.16 above for formula) cpFL= cpc[Bp-1.6Dp*b/t] cpFL= 28.2 ksi b/t = 24.5 S1 = 12.21 S2 = 32.70 cpFL= cpc[Bp-1.6Dp*b/t] cpFL= 28.2 ksi Rev. 07.29.2016 PVMax 72 Cell 2V 30" 115mph 30psf 10ft 7-10 NS.xlsx I Page 16 7scHLETTER 3.4.10 Rb/t = 0.0 B 2 CBt — 8 Fcyl S1 = Dt //II S1 = 6.87 S2 = 131.3 NFL= (PYFcY cpFL= 33.25 ksi cpFL= 8.88 ksi A= 663.99 mm2 1.03 int Pmax = 9.14 kips APPENDIX B B.1 The following pages will contain the results from RISA. Please refer back to Section 2 for load information and Section 4-5 for member and foundation design. Rev. 07.29.2016 PVMax 72 Cell 2V 30" 115mph 30psf 10ft 7-10 NS.xlsx I Page 17 Company 7SCHLET�ER Designer Job Number Model Name Schletter, Inc. HCV Standard PVMax Racking System Nov 4. 2015 Checked By: Basic Load Cases RI f n-An+inn X f--- ih, v r2 -4w 7 f --Ah, Inin+ Dnin+ nio+rih,,+ erco/nAc e..rf-1 1 Dead Load Max DL M13 -1 4 -9.843 2 Dead Load Min DL 0 -1 4 Y 3 Snow Load SL -9.843 0 4 3 4 Wind Load - Pressure WL Y -9.843 4 0 5 Wind Load - Suction WL 4 M16 4 -9.843 6 Seismic - Lateral EL 0 0 Member Distributed Loads (BLC 1 : Dead Load, Max) PAcmhcr I ohcl nircnfinn Cfort Monnifi irnrik/ff Fl Fnr+ Mnnnifi irnrik/ff Fl Qfort I nonfinnm o/1 Fnrl 1 n-finnrff 0%1 1 M13 Y -9.843 -9.843 0 0 2 M14 Y -9.843 -9.843 0 0 3 M1 5 Y -9.843 -9.843 0 0 4 M16 Y -9.843 -9.843 0 0 Member Distributed Loads (BLC 2: Dead Load, Min) PAcmhcr I ohcl ni-firm Q+ort Monnifi irinrlh/f+ Fl Fnri KAnnnifnrinrihm Fl Qfnrt I nnofinnrff 0%1 Fnr+ I-finnrfr 0/-1 1 M13 Y -5.454 -5.454 0 0 2 M14 Y -5.454 -5.454 0 0 3 M15 Y -5.454 -5.454 0 0 4 M16 Y -5.454 -5.454 0 0 Member Distributed Loads (BLC 3: Snow Load) KAcmhcr I nhni nircnfinn Ctnrt KAnnnif, irinnh/ff Fl Fnri Unnnifi irinnh/ff Fl Zfnrt I nnnfinnrff 0/-1 P-4 I nnnfinnrff 041 1 M13 Y -46.866 -46.866 0 0 2 M14 Y -46.866 -46.866 0 0 3 M15 Y -46.866 -46.866 0 0 4 M16 Y -46.866 -46.866 0 0 Member Distributed Loads (BLC 4: Wind Load - Pressure) KAcmhcr I nhcl nircnfinn Ctnrt Hnnnifi Annh/ft F1 Fnri Hnnnifnricrlh/ff m Cfnrf I nnnfinnrff 0/1 Fnri 1 nnnfinnrff 0/1 1 M13 y -78.344 -78.344 0 0 2 M14 Y -78.344 -78.344 0 0 3 M15 y -126.031 -126.031 0 0 4 M16 Y -126.031 -126.031 0 0 Member Distributed Loads (BLC 5: Wind Load - Suction) RAcmhcr I nhcl nircnfinn Ctnrf Hnnniti iriorlh/f+ Fl Fnri Mnnnitnricrlh/ft Fl Ctnrf 1 nnnfinnrff 0/1 Fnri 1 nnnfinnrff 0/1 1 M13 Y 177.125 177.125 0 0 2 M14 Y 136.25 136.25 0 0 3 M15 Y 74.938 74.938 0 0 4 M16 V 74.938 74.938 0 0 Load Combinations rl-rin+inn C D Q R Po R Po R Fo R Fo R Fo R Fo R Fo R Fo R Fo R Fo RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.r3dpage 18 Company 7SCHLET�ER Designer Job Number Model Name Schletter, Inc. HCV Standard PVMax Racking System Nov 4. 2015 Checked By: Load Combinations (Continued) rl-,iri l- C P C R F� R F� R F. R F. R Envelope Joint Reactions Inint X rlhl I C: Y rlhl I f: 7 rlhl I f: KAY rk-ftl I (: MY rk_ftl I C: AA7 rk-ffl I C 1 N8 max 1 723.523 2 1162.435 2 1 907 ASID 1.01D + 1.OS000©0�� 004 1 0 1 0 mASID 11.01D + 1 • 2 min -904.921 3-1398.546 3 .05 15 0 15 0 1 0 1 3 N7 max .046 9 1128.189 1 -.898 15 -.002 15 0 1 0 1 4 3 min -.205 2 4.738 3 -18.723 1 -.036 1 Envelope Joint Reactions Inint X rlhl I C: Y rlhl I f: 7 rlhl I f: KAY rk-ftl I (: MY rk_ftl I C: AA7 rk-ffl I C 1 N8 max 1 723.523 2 1162.435 2 1 907 1 1 004 1 0 1 0 1 1 2 2 min -904.921 3-1398.546 3 3 .05 15 0 15 0 1 0 1 3 N7 max .046 9 1128.189 1 -.898 15 -.002 15 0 1 0 1 4 3 min -.205 2 4.738 3 -18.723 1 -.036 1 0 1 0 1 5 N15 max .01 9 2883.445 1 0 3 0 4 0 1 0 1 6 2 min -2.219 2 -89.419 3 0 1 0 1 0 1 0 1 7 N16 max 2643.083 2 3729.925 2 0 3 0 12 0 1 0 1 8 3 min -2822.578 3-4520.76 12 3 0 14 0 14 0 1 0 1 9 N23 max .046 9 1128.189 1 18.723 1 .036 1 0 1 0 1 10 2 min -.205 2 4.738 3 .898 15 .002 15 0 1 0 1 11 N24 max 723.523 2 1162.435 2 -.05 15 0 15 0 1 0 1 12 3 min -904.921 3-1398.546 18 3 -.907 1 -.004 1 0 1 0 1 13 Totals: max 4087.5 2 10794.667 1 0 2 1 20 min 5.05 15 -1072.895 3 -231.51 14 2 min -4632.51 3 -7397.795 3 0 9 -7.746 12 .015 2 .174 1 .776 1 Envelope Member Section Forces U.-Finr Ccr Avi.lnhl 1 r` it Ch-rrlhl I r` � Chnnrrlhl I r` Tnr--rlr_frl 1 r` 1-1 hAnrrin 1 r` - RA- I r` 1 M13 1 max 108.07 1 427.854 1 1 -9.83 15 0 3 .304 1 0 1 2 min 5.05 15 -644.122 3 -211.501 1 -.015 2 .014 15 0 3 3 2 max 108.07 1 299.072 1 -7.547 15 0 3 .096 1 .61 3 4 min 5.05 15 -453.342 3 -162.278 1 -.015 2 .005 15 -.404 1 5 3 max 108.07 1 170.29 1 -5.265 15 0 3 0 3 1.007 3 6 min 5.05 15 -262.562 3 -113.054 1 -.015 2 -.057 1 -.665 1 7 4 max 108.07 1 41.508 1 -2.983 15 0 3 -.006 12 1.193 3 8 min 5.05 15 -71.783 3 -63.831 1 -.015 2 -.155 1 -.782 1 9 5 max 108.07 1 118.997 3 -.701 15 0 3 -.009 12 1.167 3 10 min 5.05 15 -87.274 1 -14.607 1 -.015 2 -.199 1 -.757 1 11 6 max 108.07 1 309.777 3 34.616 1 0 3 -.009 15 .929 3 12 min 5.05 15 -216.056 1 .788 12 -.015 2 -.188 1 -.588 1 13 7 max 108.07 1 500.556 3 83.839 1 0 3 -.006 15 .479 3 14 min 5.05 15 -344.838 1 3.107 12 -.015 2 -.122 1 -.277 1 15 8 max 108.07 1 691.336 3 133.063 1 0 3 .002 2 .178 1 16 min 5.05 15 -473.62 1 5.427 12 -.015 2 -.004 3 -.184 3 17 9 max 108.07 1 882.115 3 182.286 1 0 3 .174 1 .776 1 18 min 5.05 15 -602.402 1 7.746 12 -.015 2 .005 12 -1.058 3 19 10 max 108.07 1 731.183 1 -10.065 12 0 12 .404 1 1.517 1 20 min 5.05 15 -1072.895 3 -231.51 1 -.015 2 .015 12 -2.144 3 21 11 max 108.07 1 602.402 1 -7.746 12 .015 2 .174 1 .776 1 22 min 5.05 15 -882.115 3 -182.286 1 0 3 .005 12 -1.058 3 23 12 max 108.07 1 473.62 1 -5.427 12 .015 2 .002 2 .178 1 24 min 5.05 15 -691.336 3 -133.063 1 0 3 -.004 3 -.184 3 25 13 max 108.07 1 344.838 1 -3.107 12 .015 2 -.006 15 .479 3 26 min 5.05 15 -500.556 3 -83.839 1 0 3 -.122 1 -.277 1 RISA -3D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30' 115mph 30psf 1Oft 7-10 NS.r3dpage 19 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Forces (Continued) Member Sec Axialflbl LC v Shearrlbl LC z Shearrlbl LC Torauerk-ftl LC v -v Mome... LC z -z Mome... LC 27 14 Imaxl 108.07 1 216.056 1 -.788 12 .015 2 -.009 15 .929 3 28 min 5.05 15 -309.777 3 -34.616 1 0 3 -.188 1 -.588 1 29 15 max 108.07 1 87.274 1 14.607 1 .015 2 -.009 12 1.167 3 30 min 5.05 15 -118.997 3 .701 15 0 3 -.199 1 -.757 1 31 16 max 108.07 1 71.783 3 63.831 1 .015 2 -.006 12 1.193 3 32 min 5.05 15 -41.508 1 2.983 15 0 3 -.155 1 -.782 1 33 17 max 108.07 1 262.562 3 113.054 1 .015 2 0 3 1.007 3 34 min 5.05 15 -170.29 1 5.265 15 0 3 -.057 1 -.665 1 35 18 max 108.07 1 453.342 3 162.278 1 .015 2 .096 1 .61 3 36 min 5.05 15 -299.072 1 7.547 15 0 3 .005 15 -.404 1 37 19 max 108.07 1 644.122 3 211.501 1 .015 2 .304 1 0 1 38 min 5.05 15 -427.854 1 9.83 15 0 3 .014 15 0 3 39 M14 1 max 58.59 1 465.758 1 -10.181 15 .011 3 .354 1 0 1 40 min 2.746 15 -513.31 3 -219.068 1 -.013 2 .017 15 0 3 41 2 max 58.59 1 336.976 1 -7.899 15 .011 3 .138 1 .49 3 42 min 2.746 15 -367.947 3 -169.844 1 -.013 2 .006 15 -.446 1 43 3 max 58.59 1 208.194 1 -5.616 15 .011 3 .002 3 .818 3 44 min 2.746 15 -222.584 3 -120.621 1 -.013 2 -.024 1 -.749 1 45 4 max 58.59 1 79.412 1 -3.334 15 .011 3 -.005 12 .984 3 46 min 2.746 15 -77.221 3 -71.397 1 -.013 2 -.13 1 -.909 1 47 5 max 58.59 1 68.142 3 -1.052 15 .011 3 -.008 12 .989 3 48 min 2.746 15 -49.37 1 -22.174 1 -.013 2 -.182 1 -.925 1 49 6 max 58.59 1 213.505 3 27.05 1 .011 3 -.008 15 .833 3 50 min 2.746 15 -178.152 1 .436 12 -.013 2 -.179 1 -.799 1 51 7 max 58.59 1 358.868 3 76.273 1 .011 3 -.006 15 .515 3 52 min 2.746 15 -306.934 1 2.756 12 -.013 2 -.122 1 -.529 1 53 8 max 58.59 1 504.231 3 125.496 1 .011 3 0 10 .035 3 54 min 2.746 15 -435.715 1 5.075 12 -.013 2 -.01 1 -.13 2 55 9 max 58.59 1 649.594 3 174.72 1 .011 3 .157 1 .439 1 56 min 2.746 15 -564.497 1 7.395 12 -.013 2 .004 12 -.606 3 57 10 max 58.59 1 693.279 1 -9.714 12 .011 3 .378 1 1.138 1 58 min 2.746 15 -794.957 3 -223.943 1 -.013 2 .014 12 -1.408 3 59 11 max 58.59 1 564.497 1 -7.395 12 .013 2 .157 1 .439 1 60 min 2.746 15 -649.594 3 -174.72 1 -.011 3 .004 12 -.606 3 61 12 max 58.59 1 435.715 1 -5.075 12 .013 2 0 10 .035 3 62 min 2.746 15 -504.231 3 -125.496 1 -.011 3 -.01 1 -.13 2 63 13 max 58.59 1 306.934 1 -2.756 12 .013 2 -.006 15 .515 3 64 min 2.746 15 -358.868 3 -76.273 1 -.011 3 -.122 1 -.529 1 65 14 max 58.59 1 178.152 1 -.436 12 .013 2 -.008 15 .833 3 66 min 2.746 15 -213.505 3 -27.05 1 -.011 3 -.179 1 -.799 1 67 15 max 58.59 1 49.37 1 22.174 1 .013 2 -.008 12 .989 3 68 min 2.746 15 -68.142 3 1.052 15 -.011 3 -.182 1 -.925 1 69 16 max 58.59 1 77.221 3 71.397 1 .013 2 -.005 12 .984 3 70 min 2.746 15 -79.412 1 3.334 15 -.011 3 -.13 1 -.909 1 71 17 max 58.59 1 222.584 3 120.621 1 .013 2 .002 3 .818 3 72 min 2.746 15 -208.194 1 5.616 15 -.011 3 -.024 1 -.749 1 73 18 max 58.59 1 367.947 3 169.844 1 .013 2 .138 1 .49 3 74 min 2.746 15 -336.976 1 7.899 15 -.011 3 .006 15 -.446 1 75 19 max 58.59 1 513.31 3 219.068 1 .013 2 .354 1 0 1 76 min 2.746 15 -465.758 1 10.181 15 -.011 3 .017 15 0 3 77 M15 1 max -2.947 15 625.02 2 -10.176 15 .014 2 .353 1 0 2 78 min -62.846 1 -283.776 3 -218.993 1 -.009 3 .016 15 0 3 79 2 max -2.947 15 449.335 2 -7.894 15 .014 2 .137 1 .272 3 80 min -62.846 1 -206.538 3 -169.77 1 -.009 3 .006 15 -.597 2 81 3 max -2.947 15 273.649 2 -5.611 15 .014 2 .002 3 .459 3 82 min -62.846 1 -129.299 3 -120.547 1 -.009 3 -.024 1 -.999 2 83 1 1 4 imaxi -2.947 1 15 1 97.964 1 2 1 -3.329 1 15 1 .014 1 2 1 -.005 1 12 1 .56 3 RISA -3D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.r3cf?age 20 E Company Schletter, Inc. Nov 4, 2015 7S GHLE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Forces (Continued) Member Sec Axialflbl LC v Shearrlbl LC z Shearrlbl LC Torauerk-ftl LC v -v Mome... LC z -z Mome... LC 84 min -62.846 1 -52.061 3 -71.323 1 -.009 3 -.131 1 -1.205 2 85 5 max -2.947 15 25.178 3 -1.047 15 .014 2 -.008 12 .575 3 86 min -62.846 1 -77.721 2 -22.1 1 -.009 3 -.182 1 -1.216 2 87 6 max -2.947 15 102.416 3 27.124 1 .014 2 -.008 15 .504 3 88 min -62.846 1 -253.407 2 .511 12 -.009 3 -.18 1 -1.032 2 89 7 max -2.947 15 179.655 3 76.347 1 .014 2 -.006 15 .347 3 90 min -62.846 1 -429.092 2 2.83 12 -.009 3 -.122 1 -.653 2 91 8 max -2.947 15 256.893 3 125.571 1 .014 2 0 10 .105 3 92 min -62.846 1 -604.778 2 5.149 12 -.009 3 -.01 1 -.091 1 93 9 max -2.947 15 334.132 3 174.794 1 .014 2 .157 1 .691 2 94 min -62.846 1 -780.463 2 7.469 12 -.009 3 .004 12 -.224 3 95 10 max -2.947 15 956.148 2 -9.788 12 .014 2 .378 1 1.656 2 96 min -62.846 1 -411.37 3 -224.017 1 -.009 3 .014 12 -.638 3 97 11 max -2.947 15 780.463 2 -7.469 12 .009 3 .157 1 .691 2 98 min -62.846 1 -334.132 3 -174.794 1 -.014 2 .004 12 -.224 3 99 12 max -2.947 15 604.778 2 -5.149 12 .009 3 0 10 .105 3 100 min -62.846 1 -256.893 3 -125.571 1 -.014 2 -.01 1 -.091 1 101 13 max -2.947 15 429.092 2 -2.83 12 .009 3 -.006 15 .347 3 102 min -62.846 1 -179.655 3 -76.347 1 -.014 2 -.122 1 -.653 2 103 14 max -2.947 15 253.407 2 -.511 12 .009 3 -.008 15 .504 3 104 min -62.846 1 -102.416 3 -27.124 1 -.014 2 -.18 1 -1.032 2 105 15 max -2.947 15 77.721 2 22.1 1 .009 3 -.008 12 .575 3 106 min -62.846 1 -25.178 3 1.047 15 -.014 2 -.182 1 -1.216 2 107 16 max -2.947 15 52.061 3 71.323 1 .009 3 -.005 12 .56 3 108 min -62.846 1 -97.964 2 3.329 15 -.014 2 -.131 1 -1.205 2 109 17 max -2.947 15 129.299 3 120.547 1 .009 3 .002 3 .459 3 110 min -62.846 1 -273.649 2 5.611 15 -.014 2 -.024 1 -.999 2 111 18 max -2.947 15 206.538 3 169.77 1 .009 3 .137 1 .272 3 112 min -62.846 1 -449.335 2 7.894 15 -.014 2 .006 15 -.597 2 113 19 max -2.947 15 283.776 3 218.993 1 .009 3 .353 1 0 2 114 min -62.846 1 -625.02 2 10.176 15 -.014 2 .016 15 0 3 115 M16 1 max -5.698 15 587.27 2 -9.847 15 .012 1 .307 1 0 2 116 min -121.63 1 -254.408 3 -211.992 1 -.012 3 .014 15 0 3 117 2 max -5.698 15 411.584 2 -7.565 15 .012 1 .098 1 .24 3 118 min -121.63 1 -177.17 3 -162.769 1 -.012 3 .005 15 -.555 2 119 3 max -5.698 15 235.899 2 -5.283 15 .012 1 -.001 12 .394 3 120 min -121.63 1 -99.931 3 -113.545 1 -.012 3 -.055 1 -.915 2 121 4 max -5.698 15 60.213 2 -3.001 15 .012 1 -.006 12 .462 3 122 min -121.63 1 -22.693 3 -64.322 1 -.012 3 -.154 1 -1.079 2 123 5 max -5.698 15 54.546 3 -.719 15 .012 1 -.009 12 .444 3 124 min -121.63 1 -115.472 2 -15.099 1 -.012 3 -.198 1 -1.048 2 125 6 max -5.698 15 131.784 3 34.125 1 .012 1 -.009 15 .341 3 126 min -121.63 1 -291.157 2 1.009 12 -.012 3 -.188 1 -.823 2 127 7 max -5.698 15 209.023 3 83.348 1 .012 1 -.006 15 .151 3 128 min -121.63 1 -466.843 2 3.328 12 -.012 3 -.122 1 -.401 2 129 8 max -5.698 15 286.261 3 132.572 1 .012 1 .001 10 .215 2 130 min -121.63 1 -642.528 2 5.647 12 -.012 3 -.003 3 -.124 3 131 9 max -5.698 15 363.5 3 181.795 1 .012 1 .172 1 1.026 2 132 min -121.63 1 -818.214 2 7.967 12 -.012 3 .006 12 -.485 3 133 10 max -5.698 15 993.899 2 -10.286 12 .012 1 .402 1 2.033 2 134 min -121.63 1 -440.738 3 -231.019 1 -.012 3 .016 12 -.932 3 135 11 max -5.698 15 818.214 2 -7.967 12 .012 3 .172 1 1.026 2 136 min -121.63 1 -363.5 3 -181.795 1 -.012 1 .006 12 -.485 3 137 12 max -5.698 15 642.528 2 -5.647 12 .012 3 .001 10 .215 2 138 min -121.63 1 -286.261 3 -132.572 1 -.012 1 -.003 3 -.124 3 139 13 max -5.698 15 466.843 2 -3.328 12 .012 3 -.006 15 .151 3 140 1 1 1 min 1 -121.63 1 1 1 -209.023 1 3 1 -83.348 1 1 1 -.012 1 1 1 -.122 1 1 1 -.401 2 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 1Oft 7-10 NS.r3clipage 21 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Forces (Continued) Member Sec Axialflbl LC v Shearrlbl LC z Shearrlbl LC Torauerk-ftl LC v -v Mome... LC z -z Mome... LC 141 14 Imaxl -5.698 15 291.157 2 -1.009 12 .012 3 -.009 15 .341 3 142 min -121.63 1 -131.784 3 -34.125 1 -.012 1 -.188 1 -.823 2 143 15 max -5.698 15 115.472 2 15.099 1 .012 3 -.009 12 .444 3 144 min -121.63 1 -54.546 3 .719 15 -.012 1 -.198 1 -1.048 2 145 16 max -5.698 15 22.693 3 64.322 1 .012 3 -.006 12 .462 3 146 min -121.63 1 -60.213 2 3.001 15 -.012 1 -.154 1 -1.079 2 147 17 max -5.698 15 99.931 3 113.545 1 .012 3 -.001 12 .394 3 148 min -121.63 1 -235.899 2 5.283 15 -.012 1 -.055 1 -.915 2 149 18 max -5.698 15 177.17 3 162.769 1 .012 3 .098 1 .24 3 150 min -121.63 1 -411.584 2 7.565 15 -.012 1 .005 15 -.555 2 151 19 max -5.698 15 254.408 3 211.992 1 .012 3 .307 1 0 2 152 min -121.63 1 -587.27 2 9.847 15 -.012 1 .014 15 0 3 153 M2 1 max 1017.512 1 2.022 4 .605 1 0 5 0 3 0 1 154 min -1221.565 3 .476 15 .028 15 0 1 0 1 0 1 155 2 max 1018.042 1 1.951 4 .605 1 0 5 0 1 0 15 156 min -1221.168 3 .459 15 .028 15 0 1 0 15 0 4 157 3 max 1018.571 1 1.88 4 .605 1 0 5 0 1 0 15 158 min -1220.771 3 .442 15 .028 15 0 1 0 15 -.001 4 159 4 max 1019.1 1 1.809 4 .605 1 0 5 0 1 0 15 160 min -1220.374 3 .426 15 .028 15 0 1 0 15 -.002 4 161 5 max 1019.63 1 1.738 4 .605 1 0 5 0 1 0 15 162 min -1219.977 3 .409 15 .028 15 0 1 0 15 -.003 4 163 6 max 1020.159 1 1.667 4 .605 1 0 5 .001 1 0 15 164 min -1219.581 3 .392 15 .028 15 0 1 0 15 -.003 4 165 7 max 1020.688 1 1.596 4 .605 1 0 5 .001 1 0 15 166 min -1219.184 3 .375 15 .028 15 0 1 0 15 -.004 4 167 8 max 1021.217 1 1.525 4 .605 1 0 5 .002 1 -.001 15 168 min -1218.787 3 .359 15 .028 15 0 1 0 15 -.004 4 169 9 max 1021.747 1 1.454 4 .605 1 0 5 .002 1 -.001 15 170 min -1218.39 3 .342 15 .028 15 0 1 1 0 15 -.005 4 171 10 max 1022.276 1 1.383 4 .605 1 0 5 .002 1 -.001 15 172 min -1217.993 3 .325 15 .028 15 0 1 0 15 -.005 4 173 11 max 1022.805 1 1.312 4 .605 1 0 5 .002 1 -.001 15 174 min -1217.596 3 .309 15 .028 15 0 1 0 15 -.006 4 175 12 max 1023.335 1 1.241 4 .605 1 0 5 .002 1 -.002 15 176 min -1217.199 3 .292 15 .028 15 0 1 0 15 -.006 4 177 13 max 1023.864 1 1.17 4 .605 1 0 5 .003 1 -.002 15 178 min -1216.802 3 .275 15 .028 15 0 1 0 15 -.007 4 179 14 max 1024.393 1 1.099 4 .605 1 0 5 .003 1 -.002 15 180 min -1216.405 3 .259 15 .028 15 0 1 0 15 -.007 4 181 15 max 1024.922 1 1.028 4 .605 1 0 5 .003 1 -.002 15 182 min -1216.008 3 .242 15 .028 15 0 1 0 15 -.008 4 183 16 max 1025.452 1 .957 4 .605 1 0 5 .003 1 -.002 15 184 min -1215.611 3 .222 12 .028 15 0 1 0 15 -.008 4 185 17 max 1025.981 1 .886 4 .605 1 0 5 .003 1 -.002 15 186 min -1215.214 3 .194 12 .028 15 0 1 0 15 -.008 4 187 18 max 1026.51 1 .817 2 .605 1 0 5 .004 1 -.002 15 188 min -1214.817 3 .166 12 .028 15 0 1 0 15 -.009 4 189 19 max 1027.04 1 .762 2 .605 1 0 5 .004 1 -.002 15 190 min -1214.42 3 .139 12 .028 15 0 1 1 0 15 -.009 4 191 M3 1 max 639.39 2 8.874 4 .472 1 0 15 0 1 .009 4 192 min -801.565 3 2.086 15 .022 15 0 1 0 15 .002 15 193 2 max 639.219 2 8.005 4 .472 1 0 15 0 1 .005 2 194 min -801.693 3 1.882 15 .022 15 0 1 0 15 .001 12 195 3 max 639.049 2 7.136 4 .472 1 0 15 0 1 .002 2 196 min -801.821 3 1.678 15 .022 15 0 1 0 15 0 3 197 1 1 4 imaxi 638.878 1 2 1 6.267 1 4 1 .472 1 1 1 0 1 15 1 .001 1 1 1 0 1 2 RISA -3D Version 13.0.0[TA ... \...\...\...\...\...\...\... \PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.r3cf?age 22 E Company Schletter, Inc. Nov 4, 2015 7S GHLE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Forces (Continued) Member Sec Axialflbl LC v Shearrlbl LC z Shearrlbl LC Torauerk-ftl LC v -v Mome... LC z -z Mome... LC 1981 1 min 1 -801.948 3 1.473 15 .022 15 0 1 0 15 -.002 3 199 5 max 638.708 2 5.398 4 .472 1 0 15 .001 1 -.001 15 200 min -802.076 3 1.269 15 .022 15 0 1 0 15 -.005 4 201 6 max 638.538 2 4.53 4 .472 1 0 15 .002 1 -.002 15 202 min -802.204 3 1.065 15 .022 15 0 1 0 15 -.007 4 203 7 max 638.367 2 3.661 4 .472 1 0 15 .002 1 -.002 15 204 min -802.332 3 .861 15 .022 15 0 1 0 15 -.009 4 205 8 max 638.197 2 2.792 4 .472 1 0 15 .002 1 -.002 15 206 min -802.459 3 .656 15 .022 15 0 1 0 15 -.01 4 207 9 max 638.027 2 1.923 4 .472 1 0 15 .002 1 -.003 15 208 min -802.587 3 .452 15 .022 15 0 1 0 15 -.011 4 209 10 max 637.856 2 1.054 4 .472 1 0 15 .002 1 -.003 15 210 min -802.715 3 .248 15 .022 15 0 1 0 15 -.012 4 211 11 max 637.686 2 .283 2 .472 1 0 15 .003 1 -.003 15 212 min -802.843 3 -.084 3 .022 15 0 1 0 15 -.012 4 213 12 max 637.516 2 -.16 15 .472 1 0 15 .003 1 -.003 15 214 min -802.97 3 -.684 4 .022 15 0 1 0 15 -.012 4 215 13 max 637.345 2 -.365 15 .472 1 0 15 .003 1 -.003 15 216 min -803.098 3 -1.553 4 .022 15 0 1 0 15 -.012 4 217 14 max 637.175 2 -.569 15 .472 1 0 15 .003 1 -.003 15 218 min -803.226 3 -2.422 4 .022 15 0 1 0 15 -,011 4 219 15 max 637.005 2 -.773 15 .472 1 0 15 .004 1 -.002 15 220 min -803.354 3 -3.29 4 .022 15 0 1 0 15 -.009 4 221 16 max 636.834 2 -.977 15 .472 1 0 15 .004 1 -.002 15 222 min -803.482 3 -4.159 4 .022 15 0 1 0 15 -.008 4 223 17 max 636.664 2 -1.182 15 .472 1 0 15 .004 1 -.001 15 224 min -803.609 3 -5.028 4 .022 15 0 1 0 15 -.006 4 225 18 max 636.494 2 -1.386 15 .472 1 0 15 .004 1 0 15 226 min -803.737 3 -5.897 4 .022 1 0 1 0 15 -.003 4 227 19 max 636.323 2 -1.59 15 .472 1 0 15 .004 1 0 1 228 min -803.865 3 -6.766 4 .022 15 0 1 0 15 0 1 229 M4 1 max 1125.123 1 0 1 -.899 15 0 1 .004 1 0 1 230 min 2.438 3 0 1 -19.319 1 0 1 0 15 0 1 231 2 max 1125.293 1 0 1 -.899 15 0 1 .001 1 0 1 232 min 2.566 3 0 1 -19.319 1 0 1 0 15 0 1 233 3 max 1125.464 1 0 1 -.899 15 0 1 0 15 0 1 234 min 2.694 3 0 1 -19.319 1 0 1 0 1 0 1 235 4 max 1125.634 1 0 1 -.899 15 0 1 0 15 0 1 236 min 2.822 3 0 1 -19.319 1 0 1 -.003 1 0 1 237 5 max 1125.804 1 0 1 -.899 15 0 1 0 15 0 1 238 min 2.949 3 0 1 -19.319 1 0 1 -.005 1 0 1 239 6 max 1125.975 1 0 1 -.899 15 0 1 0 15 0 1 240 min 3.077 3 0 1 -19.319 1 0 1 -.008 1 0 1 241 7 max 1126.145 1 0 1 -.899 15 0 1 0 15 0 1 242 min 3.205 3 0 1 -19.319 1 0 1 -.01 1 0 1 243 8 max 1126.315 1 0 1 -.899 15 0 1 0 15 0 1 244 min 3.333 3 0 1 -19.319 1 0 1 -.012 1 0 1 245 9 max 1126.486 1 0 1 -.899 15 0 1 0 15 0 1 246 min 3.46 3 0 1 -19.319 1 0 1 -.014 1 0 1 247 10 max 1126.656 1 0 1 -.899 15 0 1 0 15 0 1 248 min 3.588 3 0 1 -19.319 1 0 1 -.016 1 0 1 249 11 max 1126.826 1 0 1 -.899 15 0 1 0 15 0 1 250 min 3.716 3 0 1 -19.319 1 0 1 -.019 1 0 1 251 12 max 1126.997 1 0 1 -.899 15 0 1 0 15 0 1 252 min 3.844 3 0 1 -19.319 1 0 1 -.021 1 0 1 253 13 max 1127.167 1 0 1 -.899 15 0 1 -.001 15 0 1 254 1 1 1 min 1 3.971 1 3 1 0 1 1 1 -19.319 1 1 1 0 1 1 1 -.023 1 1 1 0 1 1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 1Oft 7-10 NS.r3cFpage 23 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Forces (Continued) Member Sec Axialflbl LC v Shearrlbl LC z Shearrlbl LC Torauerk-ftl LC v -v Mome... LC z -z Mome... LC 2551 14 1 max 11127.337 1 0 1 -.899 15 0 1 -.001 15 0 1 256 min 4.099 3 0 1 -19.319 1 0 1 -.025 1 0 1 257 15 max 1127.508 1 0 1 -.899 15 0 1 -.001 15 0 1 258 min 4.227 3 0 1 -19.319 1 0 1 -.028 1 0 1 259 16 max 1127.678 1 0 1 -.899 15 0 1 -.001 15 0 1 260 min 4.355 3 0 1 -19.319 1 0 1 -.03 1 0 1 261 17 max 1127.848 1 0 1 -.899 15 0 1 -.001 15 0 1 262 min 4.482 3 0 1 -19.319 1 0 1 -.032 1 0 1 263 18 max 1128.019 1 0 1 -.899 15 0 1 -.002 15 0 1 264 min 4.61 3 0 1 -19.319 1 0 1 -.034 1 0 1 265 19 max 1128.189 1 0 1 -.899 15 0 1 -.002 15 0 1 266 min 4.738 3 0 1 -19.319 1 0 1 -.036 1 0 1 267 M6 1 max 3222.393 1 2.223 2 0 1 0 1 0 1 0 1 268 min -3948.092 3 .311 12 0 1 0 1 0 1 0 1 269 2 max 3222.922 1 2.168 2 0 1 0 1 0 1 0 12 270 min -3947.696 3 .283 12 0 1 0 1 0 1 0 2 271 3 max 3223.452 1 2.112 2 0 1 0 1 0 1 0 12 272 min -3947.299 3 .256 12 0 1 0 1 0 1 -.002 2 273 4 max 3223.981 1 2.057 2 0 1 0 1 0 1 0 12 274 min -3946.902 3 .228 12 0 1 0 1 0 1 -.002 2 275 5 max 3224.51 1 2.001 2 0 1 0 1 0 1 0 12 276 min -3946.505 3 .2 12 0 1 0 1 0 1 -.003 2 277 6 max 3225.039 1 1.946 2 0 1 0 1 0 1 0 12 278 min -3946.108 3 .173 12 0 1 0 1 0 1 -.004 2 279 7 max 3225.569 1 1.891 2 0 1 1 0 1 0 1 0 12 280 min -3945.711 3 .137 3 0 1 0 1 0 1 -.004 2 281 8 max 3226.098 1 1.835 2 0 1 0 1 0 1 0 12 282 min -3945.314 3 .096 3 0 1 0 1 0 1 -.005 2 283 9 max 3226.627 1 1.78 2 0 1 0 1 0 1 0 12 284 min -3944.917 3 .054 3 0 1 0 1 0 1 -.006 2 285 10 max 3227.157 1 1.725 2 0 1 0 1 0 1 0 12 286 min -3944.52 3 .013 3 0 1 0 1 0 1 -.006 2 287 11 max 3227.686 1 1.669 2 0 1 0 1 0 1 0 12 288 min -3944.123 3 -.029 3 0 1 0 1 1 0 1 -.007 2 289 12 max 3228.215 1 1.614 2 0 1 0 1 0 1 0 3 290 min -3943.726 3 -.07 3 0 1 0 1 0 1 -.008 2 291 13 max 3228.745 1 1.559 2 0 1 0 1 0 1 0 3 292 min -3943.329 3 -.112 3 0 1 0 1 0 1 -.008 2 293 14 max 3229.274 1 1.503 2 0 1 0 1 0 1 0 3 294 min -3942.932 3 -.153 3 0 1 0 1 0 1 -.009 2 295 15 max 3229.803 1 1.448 2 0 1 0 1 0 1 0 3 296 min -3942.535 3 -.195 3 0 1 0 1 1 0 1 -.009 2 297 16 max 3230.332 1 1.393 2 0 1 0 1 0 1 0 3 298 min -3942.138 3 -.236 3 0 1 0 1 0 1 -.01 2 299 17 max 3230.862 1 1.337 2 0 1 0 1 0 1 0 3 300 min -3941.741 3 -.278 3 0 1 0 1 0 1 -.01 2 301 18 max 3231.391 1 1.282 2 0 1 0 1 0 1 0 3 302 min -3941.344 3 -.319 3 0 1 0 1 0 1 -.011 2 303 19 max 3231.92 1 1.227 2 0 1 0 1 0 1 0 3 304 min -3940.947 3 -.361 3 0 1 0 1 1 0 1 -.011 2 305 M7 1 max 2388.904 2 8.909 4 0 1 0 1 0 1 .011 2 306 min -2483.887 3 2.091 15 0 1 0 1 0 1 0 3 307 2 max 2388.734 2 8.04 4 0 1 0 1 0 1 .008 2 308 min -2484.015 3 1.887 15 0 1 0 1 0 1 -.002 3 309 3 max 2388.564 2 7.171 4 0 1 0 1 0 1 .005 2 310 min -2484.142 3 1.683 15 0 1 0 1 0 1 -.004 3 311 4 max,2388.3931 2 1 6.302 4 0 1 0 1 0 1 1 .002 2 RISA -3D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.r3cf?age 24 E Company Schletter, Inc. Nov 4, 2015 7S GHLE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Forces (Continued) Member Sec Axialflbl LC v Shearrlbl LC z Shearrlbl LC Torauerk-ftl LC v -v Mome... LC z -z Mome... LC 3121 1 min 1 -2484.27 3 1.479 15 0 1 0 1 0 1 -.005 3 313 5 max 2388.223 2 5.433 4 0 1 0 1 0 1 0 2 314 min -2484.398 3 1.274 15 0 1 0 1 0 1 -.007 3 315 6 max 2388.053 2 4.564 4 0 1 0 1 0 1 -.002 15 316 min -2484.526 3 1.07 15 0 1 0 1 0 1 -,008 3 317 7 max 2387.882 2 3.695 4 0 1 0 1 0 1 -.002 15 318 min -2484.653 3 .866 15 0 1 0 1 0 1 -.009 4 319 8 max 2387.712 2 2.826 4 0 1 0 1 0 1 -.002 15 320 min -2484.781 3 .662 15 0 1 0 1 0 1 -.01 4 321 9 max 2387.542 2 1.992 2 0 1 0 1 0 1 -.003 15 322 min -2484.909 3 .386 12 0 1 0 1 0 1 -.011 4 323 10 max 2387.371 2 1.315 2 0 1 0 1 0 1 -.003 15 324 min -2485.037 3 .01 3 0 1 0 1 0 1 -,012 4 325 11 max 2387.201 2 .638 2 0 1 0 1 0 1 -.003 15 326 min -2485.164 3 -.498 3 0 1 0 1 0 1 -.012 4 327 12 max 2387.031 2 -.039 2 0 1 0 1 0 1 -.003 15 328 min -2485.292 3 -1.006 3 0 1 0 1 0 1 -.012 4 329 13 max 2386.86 2 -.359 15 0 1 0 1 0 1 -.003 15 330 min -2485.42 3 -1.518 4 0 1 0 1 0 1 -.012 4 331 14 max 2386.69 2 -.564 15 0 1 0 1 0 1 -.003 15 332 min -2485.548 3 -2.387 4 0 1 0 1 0 1 -.011 4 333 15 max 2386.52 2 -.768 15 0 1 0 1 0 1 -.002 15 334 min -2485.675 3 -3.256 4 0 1 0 1 0 1 -.009 4 335 16 max 2386.349 2 -.972 15 0 1 0 1 0 1 -.002 15 336 min -2485.803 3 -4.125 4 0 1 0 1 0 1 -.008 4 337 17 max 2386.179 2 -1.176 15 0 1 0 1 0 1 -.001 15 338 min -2485.931 3 -4.994 4 0 1 0 1 0 1 -.006 4 339 18 max 2386.009 2 -1.381 15 0 1 0 1 0 1 0 15 340 min -2486.059 3 -5.863 4 0 1 0 1 0 1 -.003 4 341 19 max 2385.838 2 -1.585 15 0 1 0 1 0 1 0 1 342 min -2486.186 3 -6.732 4 0 1 0 1 0 1 0 1 343 M8 1 max 2880.379 1 0 1 0 1 0 1 0 1 0 1 344 min -91.719 3 0 1 0 1 0 1 0 1 0 1 345 2 max 2880.549 1 0 1 0 1 0 1 0 1 0 1 346 min -91.591 3 0 1 0 1 0 1 0 1 0 1 347 3 max 2880.72 1 0 1 0 1 0 1 0 1 0 1 348 min -91.463 3 0 1 0 1 0 1 0 1 0 1 349 4 max 2880.89 1 0 1 0 1 0 1 0 1 0 1 350 min -91.335 3 0 1 0 1 0 1 0 1 0 1 351 5 max 2881.06 1 0 1 0 1 0 1 0 1 0 1 352 min -91.207 3 0 1 0 1 0 1 0 1 0 1 353 6 max 2881.231 1 0 1 0 1 0 1 0 1 0 1 354 min -91.08 3 0 1 0 1 0 1 0 1 0 1 355 7 max 2881.401 1 0 1 0 1 0 1 0 1 0 1 356 min -90.952 3 0 1 0 1 0 1 0 1 0 1 357 8 max 2881.571 1 0 1 0 1 0 1 0 1 0 1 358 min -90.824 3 0 1 0 1 0 1 0 1 0 1 359 9 max 2881.742 1 0 1 0 1 0 1 0 1 0 1 360 min -90.696 3 0 1 0 1 0 1 0 1 0 1 361 10 max 2881.912 1 0 1 0 1 0 1 0 1 0 1 362 min -90.569 3 0 1 0 1 0 1 0 1 0 1 363 11 max 2882.082 1 0 1 0 1 0 1 0 1 0 1 364 min -90.441 3 0 1 0 1 0 1 0 1 0 1 365 12 max 2882.253 1 0 1 0 1 0 1 0 1 0 1 366 min -90.313 3 0 1 0 1 0 1 0 1 0 1 367 13 max 2882.423 1 0 1 0 1 0 1 0 1 0 1 368 1 1 1 min 1 -90.185 1 3 1 0 1 1 1 0 1 1 1 0 1 1 1 0 1 1 1 0 1 1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 1Oft 7-10 NS.r3cFpage 25 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Forces (Continued) Member Sec Axialflbl LC v Shearrlbl LC z Shearrlbl LC Torauerk-ftl LC v -v Mome... LC z -z Mome... LC 3691 14 1 max 12882.593 1 0 1 0 1 0 1 0 1 0 1 370 min -90.058 3 0 1 0 1 0 1 0 1 0 1 371 15 max 2882.764 1 0 1 0 1 0 1 0 1 0 1 372 min -89.93 3 0 1 0 1 0 1 0 1 0 1 373 16 max 2882.934 1 0 1 0 1 0 1 0 1 0 1 374 min -89.802 3 0 1 0 1 0 1 0 1 0 1 375 17 max 2883.104 1 0 1 0 1 0 1 0 1 0 1 376 min -89.674 3 0 1 0 1 0 1 0 1 0 1 377 18 max 2883.275 1 0 1 0 1 0 1 0 1 0 1 378 min -89.547 3 0 1 0 1 0 1 0 1 0 1 379 19 max 2883.445 1 0 1 0 1 0 1 0 1 0 1 380 min -89.419 3 0 1 0 1 0 1 0 1 0 1 381 M10 1 max 1017.512 1 2.022 4 -.028 15 0 1 0 1 0 1 382 min -1221.565 3 .476 15 -.605 1 0 5 0 3 0 1 383 2 max 1018.042 1 1.951 4 -.028 15 0 1 0 15 0 15 384 min -1221.168 3 .459 15 -.605 1 0 5 0 1 0 4 385 3 max 1018.571 1 1.88 4 -.028 15 0 1 0 15 0 15 386 min -1220.771 3 .442 15 -.605 1 0 5 0 1 -.001 4 387 4 max 1019.1 1 1.809 4 -.028 15 0 1 0 15 0 15 388 min -1220.374 3 .426 15 -.605 1 0 5 0 1 -.002 4 389 5 max 1019.63 1 1.738 4 -.028 15 0 1 0 15 0 15 390 min -1219.977 3 .409 15 -.605 1 0 5 0 1 -.003 4 391 6 max 1020.159 1 1.667 4 -.028 15 0 1 0 15 0 15 392 min -1219.581 3 .392 15 -.605 1 0 5 -.001 1 -.003 4 393 7 max 1020.688 1 1.596 4 -.028 15 0 1 0 15 0 15 394 min -1219.184 3 .375 15 -.605 1 0 5 -.001 1 -.004 4 395 8 max 1021.217 1 1.525 4 -.028 15 0 1 0 15 -.001 15 396 min -1218.787 3 .359 15 -.605 1 0 5 -.002 1 -.004 4 397 9 max 1021.747 1 1.454 4 -.028 15 0 1 0 15 -.001 15 398 min -1218.39 3 .342 15 -.605 1 0 5 -.002 1 -.005 4 399 10 max 1022.276 1 1.383 4 -.028 15 0 1 0 15 -.001 15 400 min -1217.993 3 .325 15 -.605 1 0 5 -.002 1 -.005 4 401 11 max 1022.805 1 1.312 4 -.028 15 0 1 0 15 -.001 15 402 min -1217.596 3 .309 15 -.605 1 0 5 -.002 1 -.006 4 403 12 max 1023.335 1 1.241 4 -.028 15 0 1 0 15 -.002 15 404 min -1217.199 3 .292 15 -.605 1 0 5 -.002 1 -.006 4 405 13 max 1023.864 1 1.17 4 -.028 15 0 1 0 15 -.002 15 406 min -1216.802 3 .275 15 -.605 1 0 5 -.003 1 -.007 4 407 14 max 1024.393 1 1.099 4 -.028 15 0 1 0 15 -.002 15 408 min -1216.405 3 .259 15 -.605 1 0 5 -.003 1 -.007 4 409 15 max 1024.922 1 1.028 4 -.028 15 0 1 0 15 -.002 15 410 min -1216.008 3 .242 15 -.605 1 0 5 -.003 1 -.008 4 411 16 max 1025.452 1 .957 4 -.028 15 0 1 0 15 -.002 15 412 min -1215.611 3 .222 12 -.605 1 0 5 -.003 1 -.008 4 413 17 max 1025.981 1 .886 4 -.028 15 0 1 0 15 -.002 15 414 min -1215.214 3 .194 12 -.605 1 0 5 -.003 1 -.008 4 415 18 max 1026.51 1 .817 2 -.028 15 0 1 0 15 -.002 15 416 min -1214.817 3 .166 12 -.605 1 0 5 -.004 1 -.009 4 417 19 max 1027.04 1 .762 2 -.028 15 0 1 0 15 -.002 15 418 min -1214.42 3 .139 12 -.605 1 0 1 5 -.004 1 -.009 4 419 Mil 1 max 639.39 2 8.874 4 -.022 15 0 1 0 15 .009 4 420 min -801.565 3 2.086 15 -.472 1 0 15 0 1 .002 15 421 2 max 639.219 2 8.005 4 -.022 15 0 1 0 15 .005 2 422 min -801.693 3 1.882 15 -.472 1 0 15 0 1 .001 12 423 3 max 639.049 2 7.136 4 -.022 15 0 1 0 15 .002 2 424 min -801.821 3 1.678 15 -.472 1 0 15 0 1 0 3 425 I 1 4 imaxi 638.878 1 2 1 6.267 1 4 1 -.022 1 15 1 0 1 1 1 0 1 15 1 0 1 2 RISA -3D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.r3cf?age 26 E Company Schletter, Inc. Nov 4, 2015 7S GHLE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Forces (Continued) Member Sec Axialflbl LC v Shearrlbl LC z Shearrlbl LC Torauerk-ftl LC v -v Mome... LC z -z Mome... LC 4261 1 min 1 -801.948 3 1.473 15 -.472 1 0 15 -.001 1 -.002 3 427 5 max 638.708 2 5.398 4 -.022 15 0 1 0 15 -.001 15 428 min -802.076 3 1.269 15 -.472 1 0 15 -.001 1 -.005 4 429 6 max 638.538 2 4.53 4 -.022 15 0 1 0 15 -.002 15 430 min -802.204 3 1.065 15 -.472 1 0 15 -.002 1 -.007 4 431 7 max 638.367 2 3.661 4 -.022 15 0 1 0 15 -.002 15 432 min -802.332 3 .861 15 -.472 1 0 15 -.002 1 -.009 4 433 8 max 638.197 2 2.792 4 -.022 15 0 1 0 15 -.002 15 434 min -802.459 3 .656 15 -.472 1 0 15 -.002 1 -.01 4 435 9 max 638.027 2 1.923 4 -.022 15 0 1 0 15 -.003 15 436 min -802.587 3 .452 15 -.472 1 0 15 -.002 1 -.011 4 437 10 max 637.856 2 1.054 4 -.022 15 0 1 0 15 -.003 15 438 min -802.715 3 .248 15 -.472 1 0 15 -.002 1 -.012 4 439 11 max 637.686 2 .283 2 -.022 15 0 1 0 15 -.003 15 440 min -802.843 3 -.084 3 -.472 1 0 15 -.003 1 -.012 4 441 12 max 637.516 2 -.16 15 -.022 15 0 1 0 15 -.003 15 442 min -802.97 3 -.684 4 -.472 1 0 15 -.003 1 -.012 4 443 13 max 637.345 2 -.365 15 -.022 15 0 1 0 15 -.003 15 444 min -803.098 3 -1.553 4 -.472 1 0 15 -.003 1 -.012 4 445 14 max 637.175 2 -.569 15 -.022 15 0 1 0 15 -.003 15 446 min -803.226 3 -2.422 4 -.472 1 0 15 -.003 1 -.011 4 447 15 max 637.005 2 -.773 15 -.022 15 0 1 0 15 -.002 15 448 min -803.354 3 -3.29 4 -.472 1 0 15 -.004 1 -.009 4 449 16 max 636.834 2 -.977 15 -.022 15 0 1 0 15 -.002 15 450 min -803.482 3 -4.159 4 -.472 1 0 15 -.004 1 -.008 4 451 17 max 636.664 2 -1.182 15 -.022 15 0 1 0 15 -.001 15 452 min -803.609 3 -5.028 4 -.472 1 0 15 -.004 1 -.006 4 453 18 max 636.494 2 -1.386 15 -.022 15 0 1 0 15 0 15 454 min -803.737 3 -5.897 4 -.472 1 0 15 -.004 1 -.003 4 455 19 max 636.323 2 -1.59 15 -.022 15 0 1 0 15 0 1 456 min -803.865 3 -6.766 4 -.472 1 0 15 -.004 1 0 1 457 M12 1 max 1125.123 1 0 1 19.319 1 0 1 0 15 0 1 458 min 2.438 3 0 1 .899 15 0 1 -.004 1 0 1 459 2 max 1125.293 1 0 1 19.319 1 0 1 0 15 0 1 460 min 2.566 3 0 1 .899 15 0 1 -.001 1 0 1 461 3 max 1125.464 1 0 1 19.319 1 0 1 0 1 0 1 462 min 2.694 3 0 1 .899 1 0 1 0 15 0 1 463 4 max 1125.634 1 0 1 19.319 1 0 1 .003 1 0 1 464 min 2.822 3 0 1 .899 15 0 1 0 15 0 1 465 5 max 1125.804 1 0 1 19.319 1 0 1 .005 1 0 1 466 min 2.949 3 0 1 .899 15 0 1 0 15 0 1 467 6 max 1125.975 1 0 1 19.319 1 0 1 .008 1 0 1 468 min 3.077 3 0 1 .899 15 0 1 0 15 0 1 469 7 max 1126.145 1 0 1 19.319 1 0 1 .01 1 0 1 470 min 3.205 3 0 1 .899 15 0 1 0 15 0 1 471 8 max 1126.315 1 0 1 19.319 1 0 1 .012 1 0 1 472 min 3.333 3 0 1 .899 15 0 1 0 15 0 1 473 9 max 1126.486 1 0 1 19.319 1 0 1 .014 1 0 1 474 min 3.46 3 0 1 .899 15 0 1 0 15 0 1 475 10 max 1126.656 1 0 1 19.319 1 0 1 .016 1 0 1 476 min 3.588 3 0 1 .899 15 0 1 0 15 0 1 477 11 max 1126.826 1 0 1 19.319 1 0 1 .019 1 0 1 478 min 3.716 3 0 1 .899 15 0 1 0 15 0 1 479 12 max 1126.997 1 0 1 19.319 1 0 1 .021 1 0 1 480 min 3.844 3 0 1 .899 15 0 1 0 15 0 1 481 13 max 1127.167 1 0 1 19.319 1 0 1 .023 1 0 1 482 1 1 1 min 1 3.971 1 3 1 0 1 1 1 .899 1 15 1 0 1 1 1 .001 1 15 1 0 1 1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 1Oft 7-10 NS.r3cfpage 27 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Forces (Continued) Member Sec Axialflbl LC v Shearrlbl LC z Shearrlbl LC Torauerk-ftl LC v -v Mome... LC z -z Mome... LC 4831 14 1 max 11127.337 1 0 1 19.319 1 0 1 .025 1 0 1 484 min 4.099 3 0 1 .899 15 0 1 .001 15 0 1 485 15 max 1127.508 1 0 1 19.319 1 0 1 .028 1 0 1 486 min 4.227 3 0 1 .899 15 0 1 .001 15 0 1 487 16 max 1127.678 1 0 1 19.319 1 0 1 .03 1 0 1 488 min 4.355 3 0 1 .899 15 0 1 .001 15 0 1 489 17 max 1127.848 1 0 1 19.319 1 0 1 .032 1 0 1 490 min 4.482 3 0 1 .899 15 0 1 .001 15 0 1 491 18 max 1128.019 1 0 1 19.319 1 0 1 .034 1 0 1 492 min 4.61 3 0 1 .899 15 0 1 .002 15 0 1 493 19 max 1128.189 1 0 1 19.319 1 0 1 .036 1 0 1 494 min 4.738 3 0 1 .899 15 0 1 .002 15 0 1 495 M1 1 max 211.509 1 644.063 3 -5.05 15 0 1 .304 1 0 3 496 min 9.83 15 -425.462 1 -107.852 1 0 3 .014 15 -.015 2 497 2 max 212.352 1 642.969 3 -5.05 15 0 1 .237 1 .25 1 498 min 10.084 15 -426.921 1 -107.852 1 0 3 .011 15 -.399 3 499 3 max 515.686 3 496.491 1 -5.022 15 0 3 .17 1 .506 1 500 min -314.597 2 -477.659 3 -107.58 1 0 1 .008 15 -.786 3 501 4 max 516.318 3 495.032 1 -5.022 15 0 3 .103 1 .198 1 502 min -313.755 2 -478.753 3 -107.58 1 0 1 .005 15 -.489 3 503 5 max 516.95 3 493.573 1 -5.022 15 0 3 .036 1 -.005 15 504 min -312.913 2 -479.848 3 -107.58 1 0 1 .002 15 -.192 3 505 6 max 517.582 3 492.114 1 -5.022 15 0 3 -.001 15 .107 3 506 min -312.07 2-480.942 3-107.58 1 0 1 -.031 1 -.439 2 507 7 max 518.213 3 490.655 1 -5.022 15 0 3 -.005 15 .405 3 508 min -311.228 2-482.036 3 -107.58 1 0 1 1 -.097 1 -.744 2 509 8 max 518.845 3 489.196 1 -5.022 15 0 3 -.008 15 .705 3 510 min -310.385 2 -483.13 3-107.58 1 0 1 -.164 1 -1.047 2 511 9 max 536.351 3 45.382 2 -7.768 15 0 9 .101 1 .823 3 512 min -218.769 2 .446 15 -166.241 1 0 3 .005 15 -1.199 2 513 10 max 536.983 3 43.923 2 -7.768 15 0 9 0 15 .803 3 514 min -217.927 2 .006 15 -166.241 1 0 3 -.002 1 -1.227 2 515 11 max 537.614 3 42.464 2 -7.768 15 0 9 -.005 15 .784 3 516 min -217.084 2 -1.733 4-166.241 1 0 1 3 -.105 1 -1.253 2 517 12 max 554.999 3 318.507 3 -4.822 15 0 2 .161 1 .684 3 518 min -125.454 2 -582.534 2 -103.48 1 0 3 .007 15 -1.111 2 519 13 max 555.631 3 317.413 3 -4.822 15 0 2 .096 1 .487 3 520 min -124.612 2 -583.993 2 -103.48 1 0 3 .004 15 -.749 2 521 14 max 556.263 3 316.318 3 -4.822 15 0 2 .032 1 .29 3 522 min -123.769 2 -585.452 2 -103.48 1 0 3 .002 15 -.388 1 523 15 max 556.894 3 315.224 3 -4.822 15 0 2 -.001 15 .094 3 524 min -122.927 2-586.911 2 -103.48 1 0 3 -.032 1 -.051 1 525 16 max 557.526 3 314.13 3 -4.822 15 0 2 -.004 15 .343 2 526 min -122.084 2 -588.37 2 -103.48 1 0 3 -.096 1 -.101 3 527 17 max 558.158 3 313.035 3 -4.822 15 0 2 -.007 15 .708 2 528 min -121.242 2-589.829 2 -103.48 1 0 3 -.16 1 -.296 3 529 18 max -10.101 15 589.648 2 -5.698 15 0 3 -.011 15 .355 2 530 min -212.828 1 -253.436 3-121.836 1 0 2 -.231 1 -.145 3 531 19 max -9.847 15 588.189 2 -5.698 15 0 3 -.014 15 .012 3 532 min -211.985 1 -254.531 3-121.836 1 0 2 -.307 1 -.012 1 533 M5 1 max 463.003 1 2145.622 3 0 1 0 1 0 1 .031 2 534 min 20.132 12 -1449.995 1 0 1 0 1 0 1 0 3 535 2 max 463.846 1 2144.528 3 0 1 0 1 0 1 .928 1 536 min 20.553 12 -1451.455 1 0 1 0 1 0 1 -1.331 3 537 3 max 1637.099 3 1450.993 1 0 1 0 1 0 1 1.798 1 538 min -1084.019 2 -1499.333 3 0 1 0 1 0 1 -2.622 3 539 1 1 4 1 max 11637.7311 3 11449.534 1 1 1 0 1 1 0 1 1 0 1 1 .898 LLJ RISA -3D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.r3cf?age 28 E Company Schletter, Inc. Nov 4, 2015 7S GHLE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Forces (Continued) Member Sec Axialflbl LC v Shearrlbl LC z Shearrlbl LC Torauerk-ftl LC v -v Mome... LC z -z Mome... LC 540 min -1083.177 2 -1500.427 3 0 1 0 1 0 1 -1.691 3 541 5 max 1638.363 3 1448.075 1 0 1 0 1 0 1 .024 9 542 min -1082.334 2 -1501.521 3 0 1 0 1 0 1 -.76 3 543 6 max 1638.994 3 1446.616 1 0 1 0 1 0 1 .173 3 544 min -1081.492 2 -1502.616 3 0 1 0 1 0 1 -.953 2 545 7 max 1639.626 3 1445.157 1 0 1 0 1 0 1 1.105 3 546 min -1080.65 2-1503.71 3 0 1 0 1 0 1 -1.844 2 547 8 max 1640.258 3 1443.698 1 0 1 0 1 0 1 2.039 3 548 min -1079.807 2 -1504.804 3 0 1 0 1 0 1 -2.734 2 549 9 max 1669.765 3 152.057 2 0 1 0 1 0 1 2.348 3 550 min -890.017 2 .445 15 0 1 0 1 0 1 -3.121 2 551 10 max 1670.397 3 150.597 2 0 1 0 1 0 1 2.274 3 552 min -889.175 2 .005 15 0 1 0 1 0 1 -3.215 2 553 11 max 1671.029 3 149.138 2 0 1 0 1 0 1 2.202 3 554 min -888.333 2 -1.459 4 0 1 0 1 0 1 -3.308 2 555 12 max 1700.778 3 979.504 3 0 1 0 1 0 1 1.933 3 556 min -698.57 2 -1740.553 2 0 1 0 1 0 1 -2.958 2 557 13 max 1701.41 3 978.41 3 0 1 0 1 0 1 1.325 3 558 min -697.728 2 -1742.012 2 0 1 0 1 0 1 -1.877 2 559 14 max 1702.042 3 977.316 3 0 1 0 1 0 1 .718 3 560 min -696.886 2 -1743.471 2 0 1 0 1 0 1 -.817 1 561 15 max 1702.674 3 976.221 3 0 1 0 1 0 1 .287 2 562 min -696.043 2-1744.93 2 0 1 0 1 0 1 0 13 563 16 max 1703.305 3 975.127 3 0 1 0 1 0 1 1.371 2 564 min -695.201 2 -1746.389 2 0 1 0 1 0 1 -.493 3 565 17 max 1703.937 3 974.033 3 0 1 0 1 0 1 2.455 2 566 min -694.358 2 -1747.848 2 0 1 0 1 0 1 -1.098 3 567 18 max -20.993 12 1993.746 2 0 1 0 1 0 1 1.258 2 568 min -462.893 1 -881.045 3 0 1 0 1 0 1 -.572 3 569 19 max -20.571 12 1992.287 2 0 1 0 1 0 1 .023 1 570 min -462.051 1 -882.14 3 0 1 0 1 0 1 -.025 3 571 M9 1 max 211.509 1 644.063 3 107.852 1 0 3 -.014 15 0 3 572 min 9.83 15 -425.462 1 5.05 15 0 1 -.304 1 -.015 2 573 2 max 212.352 1 642.969 3 107.852 1 0 3 -.011 15 .25 1 574 min 10.084 15 -426.921 1 5.05 15 0 1 -.237 1 -.399 3 575 3 max 515.686 3 496.491 1 107.58 1 0 1 -.008 15 .506 1 576 min -314.597 2-477.659 3 5.022 1 0 3 -.17 1 -.786 3 577 4 max 516.318 3 495.032 1 107.58 1 0 1 -.005 15 .198 1 578 min -313.755 2 -478.753 3 5.022 15 0 3 -.103 1 -.489 3 579 5 max 516.95 3 493.573 1 107.58 1 0 1 -.002 15 -.005 15 580 min -312.913 2 -479.848 3 5.022 15 0 3 -.036 1 -.192 3 581 6 max 517.582 3 492.114 1 107.58 1 0 1 .031 1 .107 3 582 min -312.07 2 -480.942 3 5.022 15 0 3 .001 15 -.439 2 583 7 max 518.213 3 490.655 1 107.58 1 0 1 .097 1 .405 3 584 min -311.228 2 -482.036 3 5.022 15 0 3 .005 15 -.744 2 585 8 max 518.845 3 489.196 1 107.58 1 0 1 .164 1 .705 3 586 min -310.385 2 -483.13 3 5.022 15 0 3 .008 15 -1.047 2 587 9 max 536.351 3 45.382 2 166.241 1 0 3 -.005 15 .823 3 588 min -218.769 2 .446 15 7.768 15 0 9 -.101 1 -1.199 2 589 10 max 536.983 3 43.923 2 166.241 1 0 3 .002 1 .803 3 590 min -217.927 2 .006 15 7.768 15 0 9 0 15 -1.227 2 591 11 max 537.614 3 42.464 2 166.241 1 0 3 .105 1 .784 3 592 min -217.084 2 -1.733 4 7.768 15 0 9 .005 15 -1.253 2 593 12 max 554.999 3 318.507 3 103.48 1 0 3 -.007 15 .684 3 594 min -125.454 2 -582.534 2 4.822 15 0 2 -.161 1 -1.111 2 595 13 max 555.631 3 317.413 3 103.48 1 0 3 -.004 15 .487 3 596 1 1 1 min 1 -124.612 1 2 1 -583.993 1 2 1 4.822 1 15 1 0 1 2 1 -.096 1 1 1 -.749--L2-1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 1Oft 7-10 NS.r3cFpage 29 Company 7SCHLET�ER Designer Job Number Model Name Schletter, Inc. HCV Standard PVMax Racking System Nov 4. 2015 Checked By: Envelope Member Section Forces (Continued) NA-hor cz., wiolrlhl I (` v Chonrrlhl I (, 7 Ch-rrlhl I (` Tnrni ior4_Rl I (` -%i KAmmn I r` - KA- 1 r` 597 14 max 556.263 3 316.318 3 1 103.48 1 0 3 -.002 15 .29 3 598 min -123.769 2 -585.452 2 4.822 15 0 2 -.032 1 -.388 1 599 15 max 556.894 3 315.224 3 103.48 1 0 3 .032 1 .094 3 600 min -122.927 2 -586.911 2 4.822 15 0 2 .001 15 -.051 1 601 16 max 557.526 3 314.13 3 103.48 1 0 3 .096 1 .343 2 602 min -122.084 2 -588.37 2 4.822 15 0 2 .004 15 -.101 3 603 17 max 558.158 3 313.035 3 103.48 1 0 3 .16 1 .708 2 604 min -121.242 2 -589.829 2 4.822 15 0 2 .007 15 -.296 3 605 18 max -10.101 15 589.648 2 121.836 1 0 2 .231 1 .355 2 606 min -212.828 1 -253.436 3 5.698 15 0 3 .011 15 -.145 3 607 19 max -9.847 15 588.189 2 121.836 1 0 2 .307 1 .012 3 608 min -211.985 1 -254.531 3 5.698 15 0 3 .014 15 -.012 1 Envelope Member Section Deflections KAamhar Sac Y finl I C v rinl I (1 7 rinl I r Y Rntnta rr I C fn) I /v Patin 1 r.. /nl 1 h Pafin I C 1 M13 1 max .001 1 .179 2 .01 3 1.231e-2 2 NC 1 NC 1 2 min 0 15 -.036 3 -.005 2-2.55e-3 3 NC 1 NC 1 3 2 max 0 1 .269 3 .051 1 1.381e-2 2 NC 5 NC 2 4 min 0 15 -.01 9 .002 10 -2.552e-3 3 786.813 3 14783.007 1 5 3 max 0 1 .516 3 .121 1 1.53e-2 2 NC 5 NC 3 6 min 0 15 -.143 1 .006 15 -2.554e-3 3 434.739 3 1997.736 1 7 4 max 0 1 .666 3 .181 1 1.679e-2 2 NC 5 NC 3 8 min 0 15 -.216 1 .009 15 -2.557e-3 3 341.823 3 1335.082 1 9 5 max 0 1 .701 3 .211 1 1.829e-2 2 NC 5 NC 5 10 min 0 15 -.213 1 .01 15 -2.559e-3 3 325.636 3 1144.394 1 11 6 max 0 1 .623 3 .202 1 1.978e-2 2 NC 5 NC 5 12 min 0 15 -.138 1 .01 15 -2.561e-3 3 364.007 3 1191.545 1 13 7 max 0 1 .456 3 .158 1 2.127e-2 2 NC 5 NC 5 14 min 0 15 -.016 9 .008 15 -2.563e-3 3 487.428 3 1528.119 1 15 8 max 0 1 .244 3 .091 1 2.276e-2 2 NC 1 NC 5 16 min 0 15 .005 15 0 10 -2.566e-3 3 856.281 3 2679.09 1 17 9 max 0 1 .315 2 .032 3 2.426e-2 2 NC 4 INC 1 18 min 0 15 .009 15 -.009 10 -2.568e-3 3 1759.262 2 INC 1 19 10 max 0 1 .375 2 .031 3 2.575e-2 2 NC 3 NC 1 20 min 0 1 -.035 3 -.021 2-2.57e-3 3 1225.058 2 INC 1 21 11 max 0 15 .315 2 .032 3 2.426e-2 2 NC 4 INC 1 22 min 0 1 .009 15 -.009 10 -2.568e-3 3 1759.262 2 NC 1 23 12 max 0 15 .244 3 .091 1 2.276e-2 2 NC 1 NC 5 24 min 0 1 .005 15 0 10 -2.566e-3 3 856.281 3 2679.09 1 25 13 max 0 15 .456 3 .158 1 2.127e-2 2 NC 5 INC 5 26 min 0 1 -.016 9 .008 15 -2.563e-3 3 487.428 3 1528.119 1 27 14 max 0 15 .623 3 .202 1 1.978e-2 2 NC 5 NC 5 28 min 0 1 -.138 1 .01 15 -2.561e-3 3 364.007 3 11191.545 1 29 15 max 0 15 .701 3 .211 1 1.829e-2 2 NC 5 NC 5 30 min 0 1 -.213 1 .01 15 -2.559e-3 3 325.636 3 1144.394 1 31 16 max 0 15 .666 3 .181 1 1.679e-2 2 NC 5 NC 3 32 min 0 1 -.216 1 .009 15 -2.557e-3 3 341.823 3 1335.082 1 33 17 max 0 15 .516 3 .121 1 1.53e-2 2 NC 5 NC 3 34 min 0 1 -.143 1 .006 15 -2.554e-3 3 434.739 3 1997.736 1 35 18 max 0 15 .269 3 .051 1 1.381e-2 2 NC 5 NC 2 36 min 0 1 -.01 9 .002 10 -2.552e-3 3 786.813 3 4783.007 1 37 19 max 0 15 .179 2 .01 3 1.231e-2 2 NC 1 NC 1 38 min -.001 1 -.036 3 -.005 2 -2.55e-3 3 NC 1 NC 1 39 M14 1 max 0 1 .34 3 .009 3 7.131e-3 2 NC 1 NC 1 40 min 0 15 -.552 2 -.005 2 -5.151e-3 3 NC 1 NC 1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 1 Oft 7-10 NS.r3cfpage 30 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Deflections (Continued) Member Sec x [in] LC v rinl LC z finl LC x Rotate Ir... LC (n) L/v Ratio LC (n) L/z Ratio LC 41 2 Imaxl 0 1 .672 3 .034 1 8.413e-3 2 NC 5 NC 2 42 min 0 15 -.889 2 0 10 -6.197e-3 3 701.943 1 7327.627 1 43 3 max 0 1 .957 3 .095 1 9.694e-3 2 NC 15 NC 3 44 min 0 15 -1.184 2 .005 15 -7.244e-3 3 374.243 1 2565.837 1 45 4 max 0 1 1.163 3 .152 1 1.098e-2 2 9324.703 15 NC 3 46 min 0 15 -1.411 2 .007 15 -8.291e-3 3 276.343 1 1593.772 1 47 5 max 0 1 1.273 3 .184 1 1.226e-2 2 8068.431 15 NC 3 48 min 0 15 -1.552 2 .009 15 -9.337e-3 3 238.135 1 1312.18 1 49 6 max 0 1 1.289 3 .182 1 1.354e-2 2 7732.466 15 NC 3 50 min 0 15 -1.608 2 .009 15 -1.038e-2 3 226.909 1 1331.482 1 51 7 max 0 1 1.224 3 .144 1 1.482e-2 2 7999.146 15 NC 5 52 min 0 15 -1.589 2 .007 15 -1.143e-2 3 231.625 2 1676.388 1 53 8 max 0 1 1.109 3 .084 1 1.61 a-2 2 8740.161 15 NC 3 54 min 0 15 -1.519 2 0 10 -1.248e-2 3 248.194 2 2893.471 1 55 9 max 0 1 .993 3 .029 3 1.738e-2 2 9734.283 15 NC 1 56 min 0 15 -1.439 2 -.008 10 -1.352e-2 3 270.824 2 NC 1 57 10 max 0 1 .938 3 .027 3 1.866e-2 2 NC 15 NC 1 58 min 0 1 -1.398 2 -.019 2-1.457e-2 3 283.904 2 NC 1 59 11 max 0 15 .993 3 .029 3 1.738e-2 2 9734.283 15 NC 1 60 min 0 1 -1.439 2 -.008 10 -1.352e-2 3 270.824 2 NC 1 61 12 max 0 15 1.109 3 .084 1 1.61 e-2 2 8740.161 15 NC 3 62 min 0 1 -1.519 2 0 10 -1.248e-2 3 248.194 2 2893.471 1 63 13 max 0 15 1.224 3 .144 1 1.482e-2 2 7999.146 15 NC 5 64 min 0 1 -1.589 2 .007 15 -1.143e-2 3 231.625 2 1676.388 1 65 14 max 0 15 1.289 3 .182 1 1.354e-2 2 7732.466 15 NC 3 66 min 0 1 -1.608 2 .009 15 -1.038e-2 3 226.909 1 1331.482 1 67 15 max 0 15 1.273 3 .184 1 1.226e-2 2 8068.431 15 NC 3 68 min 0 1 -1.552 2 .009 15 -9.337e-3 3 238.135 1 1312.18 1 69 16 max 0 15 1.163 3 .152 1 1.098e-2 2 9324.703 15 NC 3 70 min 0 1 -1.411 2 .007 15 -8.291e-3 3 276.343 1 1593.772 1 71 17 max 0 15 .957 3 .095 1 9.694e-3 2 NC 15 NC 3 72 min 0 1 -1.184 2 .005 15 -7.244e-3 3 374.243 1 2565.837 1 73 18 max 0 15 .672 3 .034 1 8.413e-3 2 NC 5 NC 2 74 min 0 1 -.889 2 0 10 -6.197e-3 3 701.943 1 7327.627 1 75 19 max 0 15 .34 3 .009 3 7.131e-3 2 NC 1 NC 1 76 min 0 1 -.552 2 -.005 2-5.151e-3 3 NC 1 NC 1 77 M15 1 max 0 15 .348 3 .008 3 4.384e-3 3 NC 1 NC 1 78 min 0 1 -.551 2 -.004 2-7.419e-3 2 NC 1 NC 1 79 2 max 0 15 .573 3 .034 1 5.277e-3 3 NC 5 NC 2 80 min 0 1 -.972 2 0 10 -8.759e-3 2 570.247 2 7264.843 1 81 3 max 0 15 .771 3 .095 1 6.17e-3 3 NC 15 NC 3 82 min 0 1 -1.336 2 .005 15 -1.01e-2 2 305.787 2 2552.953 1 83 4 max 0 15 .925 3 .152 1 7.062e-3 3 9340.497 15 NC 3 84 min 0 1 -1.604 2 .007 15 -1.144e-2 2 228.002 2 1587.623 1 85 5 max 0 15 1.026 3 .185 1 7.955e-3 3 8083.729 15 NC 3 86 min 0 1 -1.755 2 .009 15 -1.278e-2 2 199.348 2 1307.657 1 87 6 max 0 15 1.07 3 .182 1 8.848e-3 3 7749.339 15 NC 3 88 min 0 1 -1.789 2 .009 15 -1.412e-2 2 193.912 2 1326.795 1 89 7 max 0 15 1.066 3 .145 1 9.741e-3 3 8019.73 15 NC 3 90 min 0 1 -1.723 2 .007 15 -1.546e-2 2 204.798 2 1669.256 1 91 8 max 0 15 1.029 3 .085 1 1.063e-2 3 8767.045 15 NC 3 92 min 0 1 -1.595 2 .001 10 -1.68e-2 2 229.949 2 2873.598 1 93 9 max 0 15 .982 3 .027 3 1.153e-2 3 9769.47 15 NC 1 94 min 0 1 -1.461 2 -.007 10 -1.814e-2 2 263.905 2 NC 1 95 10 max 0 1 .957 3 .025 3 1.242e-2 3 NC 15 NC 1 96 min 0 1 -1.396 2 -.018 2-1.948e-2 2 284.225 2 NC 1 97 1 1 11 imaxi 0 1 1 1 .982 3 1 .027 1 3 I 1.153e-2 3 9769.47 15 NC 1 RISA -31D Version 13.0.0[TA ... \...\...\...\...\...\...\... \PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.r3cf?age 31 E Company Schletter, Inc. Nov 4, 2015 7S GHLE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Deflections (Continued) Member Sec x [in] LC v rinl LC z linl LC x Rotate fr... LC (n) L/v Ratio LC (n) L/z Ratio LC 98 min 0 15 -1.461 2 -.007 10 -1.814e-2 2 263.905 2 NC 1 99 12 max 0 1 1.029 3 .085 1 1.063e-2 3 8767.045 15 NC 3 100 min 0 15 -1.595 2 .001 10 -1.68e-2 2 229.949 2 2873.598 1 101 13 max 0 1 1.066 3 .145 1 9.741e-3 3 8019.73 15 NC 3 102 min 0 15 -1.723 2 .007 15 -1.546e-2 2 204.798 2 1669.256 1 103 14 max 0 1 1.07 3 .182 1 8.848e-3 3 7749.339 15 NC 3 104 min 0 15 -1.789 2 .009 15 -1.412e-2 2 193.912 2 1326.795l 105 15 max 0 1 1.026 3 .185 1 7.955e-3 3 8083.729 15 NC 3 106 min 0 15 -1.755 2 .009 15 -1.278e-2 2 199.348 2 1307.657 1 107 16 max 0 1 .925 3 .152 1 7.062e-3 3 9340.497 15 NC 3 108 min 0 15 -1.604 2 .007 15 -1.144e-2 2 228.002 2 1587.623 1 109 17 max 0 1 .771 3 .095 1 6.17e-3 3 NC 15 NC 3 110 min 0 15 -1.336 2 .005 15 -1.01e-2 2 305.787 2 2552.953 1 111 18 max 0 1 .573 3 .034 1 5.277e-3 3 NC 5 NC 2 112 min 0 15 -.972 2 0 10 -8.759e-3 2 570.247 2 7264.843 1 113 19 max 0 1 .348 3 .008 3 4.384e-3 3 NC 1 NC 1 114 min 0 15 -.551 2 -.004 2 -7.419e-3 2 NC 1 NC 1 115 M16 1 max 0 15 .163 1 .007 3 7.957e-3 3 NC 1 NC 1 116 min -.001 1 -.118 3 -.004 2 -1.052e-2 1 NC 1 NC 1 117 2 max 0 15 .003 13 .05 1 9.178e-3 3 NC 5 NC 2 118 min -.001 1 -.096 2 .003 15 -1.166e-2 1 941.106 2 4847.295 1 119 3 max 0 15 .05 3 .12 1 1.04e-2 3 NC 5 NC 3 120 min 0 1 -.298 2 .006 15 -1.28e-2 1 524.856 2 2011.974 1 121 4 max 0 15 .085 3 .18 1 1.162e-2 3 NC 5 NC 3 122 min 0 1 -.413 2 .009 15 -1.393e-2 1 419.943 2 1340.012 1 123 5 max 0 15 .076 3 .21 1 1.284e-2 3 NC 5 NC 3 124 min 0 1 -.423 2 .01 15 -1.507e-2 1 412.643 2 1145.523 1 125 6 max 0 15 .023 3 .203 1 1.406e-2 3 NC 5 NC 3 126 min 0 1 -.332 2 .01 15 -1.621e-2 1 489.189 2 1189.145 1 127 7 max 0 15 .002 13 .159 1 1.528e-2 3 NC 5 NC 3 128 min 0 1 -.162 2 .008 15 -1.734e-2 1 748.571 2 1517.771 1 129 8 max 0 15 .093 1 .092 1 1.65e-2 3 NC 4 NC 3 130 min 0 1 -.161 3 .003 10 -1.848e-2 1 2126.129 2 2629.811 1 131 9 max 0 15 .258 1 .026 1 1.772e-2 3 NC 4 NC 2 132 min 0 1 -.248 3 -.006 10 -1.962e-2 1 1845.921 3 9660.661 1 133 10 max 0 1 .332 1 .022 3 1.894e-2 3 NC 5 NC 1 134 min 0 1 -.286 3 -.017 2-2.076e-2 1 1416.902 1 NC 1 135 11 max 0 1 .258 1 .026 1 1.772e-2 3 NC 4 NC 2 136 min 0 15 -.248 3 -.006 10 -1.962e-2 1 1845.921 3 9660.661 1 137 12 max 0 1 .093 1 .092 1 1.65e-2 3 NC 4 NC 3 138 min 0 15 -.161 3 .003 10 -1.848e-2 1 2126.129 2 2629.811 1 139 13 max 0 1 .002 13 .159 1 1.528e-2 3 NC 5 NC 3 140 min 0 15 -.162 2 .008 15 -1.734e-2 1 748.571 2 1517.771 1 141 14 max 0 1 .023 3 .203 1 1.406e-2 3 NC 5 NC 3 142 min 0 15 -.332 2 .01 15 -1.621e-2 1 489.189 2 1189.145 1 143 15 max 0 1 .076 3 .21 1 1.284e-2 3 NC 5 NC 3 144 min 0 15 -.423 2 .01 15 -1.507e-2 1 412.643 2 1145.523 1 145 16 max 0 1 .085 3 .18 1 1.162e-2 3 NC 5 NC 3 146 min 0 15 -.413 2 .009 15 -1.393e-2 1 419.943 2 1340.012 1 147 17 max 0 1 .05 3 .12 1 1.04e-2 3 NC 5 NC 3 148 min 0 15 -.298 2 .006 15 -1.28e-2 1 524.856 2 2011.974 1 149 18 max .001 1 .003 13 .05 1 9.178e-3 3 NC 5 NC 2 150 min 0 15 -.096 2 .003 15 -1.166e-2 1 941.106 2 4847.295 1 151 19 max .001 1 .163 1 .007 3 7.957e-3 3 NC 1 NC 1 152 min 0 15 -.118 3 -.004 2 -1.052e-2 1 NC 1 NC 1 153 M2 1 max .008 1 .009 2 .014 1 -1.553e-5 15 NC 1 NC 2 154 1 1 1 min 1 -.009 1 3 1 -.015 1 3 1 0 1 15 1 -3.329e-4 1 1 18490.823 1 2 1 5470.865L 1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 1Oft 7-10 NS.r3dpage 32 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Deflections (Continued) Member Sec x [in] LC v rinl LC z finl LC x Rotate Ir... LC (n) L/v Ratio LC (n) L/z Ratio LC 1551 2 Imaxl .007 1 .008 2 .013 1 -1.474e-5 15 NC 1 NC 2 156 min -.009 3 -.015 3 0 15 -3.16e-4 1 NC 1 5962.079 1 157 3 max .007 1 .006 2 .012 1 -1.395e-5 15 NC 1 NC 2 158 min -.008 3 -.014 3 0 15 -2.991 e-4 1 NC 1 6546.502 1 159 4 max .006 1 .005 2 .011 1 -1.317e-5 15 NC 1 NC 2 160 min -.008 3 -.014 3 0 15 -2.822e-4 1 NC 1 7248.569 1 161 5 max .006 1 .003 2 .01 1 -1.238e-5 15 NC 1 NC 2 162 min -.007 3 -.013 3 0 15 -2.653e-4 1 NC 1 8101.524 1 163 6 max .006 1 .002 2 .008 1 -1.159e-5 15 NC 1 NC 2 164 min -.007 3 -.013 3 0 15 -2.484e-4 1 NC 1 9151.542 1 165 7 max .005 1 .001 2 .007 1 -1.08e-5 15 NC 1 NC 1 166 min -.006 3 -.012 3 0 15 -2.315e-4 1 NC 1 NC 1 167 8 max .005 1 0 2 .006 1-1.001e-5 15 NC 1 NC 1 168 min -.006 3 -.012 3 0 15 -2.146e-4 1 NC 1 NC 1 169 9 max .004 1 0 2 .005 1-9.226e-6 15 NC 1 NC 1 170 min -.005 3 -.011 3 0 15 -1.977e-4 1 NC 1 NC 1 171 10 max .004 1 -.002 15 .005 1 -8.438e-6 15 NC 1 NC 1 172 min -.005 3 -.011 3 0 15 -1.807e-4 1 NC 1 NC 1 173 11 max .003 1 -.002 15 .004 1 -7.65e-6 15 NC 1 NC 1 174 min -.004 3 -.01 3 0 15 -1.638e-4 1 NC 1 NC 1 175 12 max .003 1 -.002 15 .003 1 -6.863e-6 15 NC 1 NC 1 176 min -.004 3 -.009 3 0 15 -1.469e-4 1 NC 1 NC 1 177 13 max .003 1 -.002 15 .002 1 -6.075e-6 15 NC 1 NC 1 178 min -.003 3 -.008 3 0 15 -1.3e-4 1 NC 1 NC 1 179 14 max .002 1 -.002 15 .002 1 -5.287e-6 15 NC 1 NC 1 180 min -.003 3 -.007 3 0 15 -1.131e-4 1 NC 1 NC 1 181 15 max .002 1 -.001 15 .001 1 -4.499e-6 15 NC 1 NC 1 182 min -.002 3 -.006 4 0 15 -9.62e-5 1 NC 1 NC 1 183 16 max .001 1 -.001 15 0 1 -3.711e-6 15 NC 1 NC 1 184 min -.002 3 -.005 4 0 15 -7.929e-5 1 NC 1 NC 1 185 17 max 0 1 0 15 0 1-2.923e-6 15 NC 1 NC 1 186 min -.001 3 -.003 4 0 15 -6.238e-5 1 NC 1 NC 1 187 18 max 0 1 0 15 0 1-2.135e-6 15 NC 1 NC 1 188 min 0 3 -.002 4 0 15 -4.547e-5 1 NC 1 NC 1 189 19 max 0 1 0 1 0 1-1.347e-6 15 NC 1 NC 1 190 min 0 1 0 1 0 1-2.856e-5 1 NC 1 NC 1 191 M3 1 max 0 1 0 1 0 1 5.412e-6 1 NC 1 NC 1 192 min 0 1 0 1 0 1 2.561e-7 15 NC 1 NC 1 193 2 max 0 3 0 15 0 15 4.177e-5 1 NC 1 NC 1 194 min 0 2 -.003 4 0 1 1.947e-6 15 NC 1 NC 1 195 3 max 0 3 -.001 15 0 15 7.813e-5 1 NC 1 NC 1 196 min 0 2 -.006 4 0 1 3.637e-6 15 NC 1 NC 1 197 4 max .001 3 -.002 15 0 15 1.145e-4 1 NC 1 NC 1 198 min -.001 2 -.009 4 0 1 5.328e-6 15 NC 1 NC 1 199 5 max .002 3 -.003 15 0 15 1.508e-4 1 NC 1 NC 1 200 min -.001 2 -.012 4 0 1 7.018e-6 15 8382.304 4 NC 1 201 6 max .002 3 -.004 15 0 15 1.872e-4 1 NC 5 NC 1 202 min -.002 2 -.015 4 0 1 8.709e-6 15 6802.371 4 NC 1 203 7 max .003 3 -.004 15 0 15 2.236e-4 1 NC 5 NC 1 204 min -.002 2 -.018 4 0 1 1.04e-5 15 5850.387 4 NC 1 205 8 max .003 3 -.005 15 0 1 2.599e-4 1 NC 5 NC 1 206 min -.002 2 -.02 4 0 12 1.209e-5 15 5263.42 4 NC 1 207 9 max .003 3 -.005 15 0 1 2.963e-4 1 NC 5 NC 1 208 min -.003 2 -.021 4 0 12 1.378e-5 15 4917.683 4 NC 1 209 10 max .004 3 -.005 15 .001 1 3.326e-4 1 NC 5 NC 1 210 min -.003 2 -.022 4 0 15 1.547e-5 15 4753.226 4 NC 1 211 1 1 11 imaxi .004 1 3 1 -.005 1 15 1 .002 1 1 1 3.69e-4 1 1 1 NC 1 5 1 NC L 1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.r3cf?age 33 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Deflections (Continued) Member Sec x linl LC v rinl LC z rinl LC x Rotate fr... LC (n) L/v Ratio LC (n) L/z Ratio LC 2121 1 min 1 -.003 2 -.022 4 0 15 1.716e-5 15 4745.913 4 NC 1 213 12 max .005 3 -.005 15 .002 1 4.053e-4 1 NC 5 NC 1 214 min -.004 2 -.021 4 0 15 1.885e-5 15 4898.163 4 NC 1 215 13 max .005 3 -.005 15 .003 1 4.417e-4 1 NC 5 NC 1 216 min -.004 2 -.02 4 0 15 2.054e-5 15 5241.08 4 NC 1 217 14 max .006 3 -.004 15 .004 1 4.78e-4 1 NC 5 NC 1 218 min -.005 2 -.018 4 0 15 2.223e-5 15 5850.451 4 NC 1 219 15 max .006 3 -.004 15 .006 1 5.144e-4 1 NC 3 NC 1 220 min -.005 2 -.015 4 0 15 2.392e-5 15 6893.779 4 NC 1 221 16 max .007 3 -.003 15 .007 1 5.508e-4 1 NC 1 NC 1 222 min -.005 2 -.012 4 0 15 2.562e-5 15 8776.38 4 NC 1 223 17 max .007 3 -.002 15 .009 1 5.871e-4 1 NC 1 NC 1 224 min -.006 2 -.009 4 0 15 2.731e-5 15 NC 1 NC 1 225 18 max .007 3 -.001 15 .011 1 6.235e-4 1 NC 1 NC 2 226 min -.006 2 -.005 1 0 15 2.9e-5 15 NC 1 9285.541 1 227 19 max .008 3 0 10 .013 1 6.598e-4 1 NC 1 NC 2 228 min -.006 2 -.002 1 0 15 3.069e-5 15 NC 1 7746.938 1 229 M4 1 max .003 1 .006 2 0 15 2.336e-4 1 NC 1 NC 3 230 min 0 3 -.008 3 -.013 1 1.09e-5 15 NC 1 1890.202 1 231 2 max .003 1 .006 2 0 15 2.336e-4 1 NC 1 NC 3 232 min 0 3 -.008 3 -.012 1 1.09e-5 15 NC 1 2051.219 1 233 3 max .002 1 .005 2 0 15 2.336e-4 1 NC 1 NC 3 234 min 0 3 -.007 3 -.011 1 1.09e-5 15 NC 1 2243.12 1 235 4 max .002 1 .005 2 0 15 2.336e-4 1 NC 1 NC 3 236 min 0 3 -.007 3 -.01 1 1.09e-5 15 NC 1 2473.88 1 237 5 max .002 1 .005 2 0 15 2.336e-4 1 NC 1 NC 3 238 min 0 3 -.006 3 -.009 1 1.09e-5 15 NC 1 2754.341 1 239 6 max .002 1 .004 2 0 15 2.336e-4 1 NC 1 NC 3 240 min 0 3 -.006 3 -.008 1 1.09e-5 15 NC 1 3099.541 1 241 7 max .002 1 .004 2 0 15 2.336e-4 1 NC 1 NC 3 242 min 0 3 -.005 3 -.007 1 1.09e-5 15 NC 1 3530.824 1 243 8 max .002 1 .004 2 0 15 2.336e-4 1 NC 1 NC 3 244 min 0 3 -.005 3 -.006 1 1.09e-5 15 NC 1 4079.315 1 245 9 max .001 1 .003 2 0 15 2.336e-4 1 NC 1 NC 2 246 min 0 3 -.004 3 -.005 1 1.09e-5 15 NC 1 4791.862 1 247 10 max .001 1 .003 2 0 15 2.336e-4 1 NC 1 NC 2 248 min 0 3 -.004 3 -.004 1 1.09e-5 15 NC 1 5741.682 1 249 11 max .001 1 .003 2 0 15 2.336e-4 1 NC 1 NC 2 250 min 0 3 -.004 3 -.004 1 1.09e-5 15 NC 1 7048.515 1 251 12 max .001 1 .002 2 0 15 2.336e-4 1 NC 1 NC 2 252 min 0 3 -.003 3 -.003 1 1.09e-5 15 NC 1 8919.42 1 253 13 max 0 1 .002 2 0 15 2.336e-4 1 NC 1 NC 1 254 min 0 3 -.003 3 -.002 1 1.09e-5 15 NC 1 NC 1 255 14 max 0 1 .002 2 0 15 2.336e-4 1 NC 1 NC 1 256 min 0 3 -.002 3 -.002 1 1.09e-5 15 NC 1 NC 1 257 15 max 0 1 .001 2 0 15 2.336e-4 1 NC 1 NC 1 258 1 min 0 3 -.002 3 -.001 1 1.09e-5 15 NC 1 NC 1 259 16 max 0 1 0 2 0 15 2.336e-4 1 NC 1 NC 1 260 min 0 3 -.001 3 0 1 1.09e-5 15 NC 1 NC 1 261 17 max 0 1 0 2 0 15 2.336e-4 1 NC 1 NC 1 262 min 0 3 0 3 0 1 1.09e-5 15 NC 1 NC 1 263 18 max 0 1 0 2 0 15 2.336e-4 1 NC 1 NC 1 264 min 0 3 0 3 0 1 1.09e-5 15 NC 1 NC 1 265 19 max 0 1 0 1 0 1 2.336e-4 1 NC 1 NC 1 266 min 0 1 0 1 0 1 1.09e-5 15 NC 1 NC 1 267 M6 1 max .024 1 .034 2 0 1 0 1 NC 3 NC 1 268 1 1 1 min 1 -.029 1 3 1 -.047 1 3 1 0 1 1 1 0 1 1 12272.5671 2 1 NC 1 1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 1Oft 7-10 NS.r3cFpage 34 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Deflections (Continued) Member Sec x [in] LC v rinl LC z finl LC x Rotate Ir... LC (n) L/v Ratio LC (n) L/z Ratio LC 2691 2 Imaxl .023 1 .031 2 0 1 0 1 NC 3 NC 1 270 min -.028 3 -.044 3 0 1 0 1 2503.6 2 NC 1 271 3 max .021 1 .028 2 0 1 0 1 NC 3 NC 1 272 min -.026 3 -.042 3 0 1 0 1 2784.337 2 NC 1 273 4 max .02 1 .025 2 0 1 0 1 NC 3 NC 1 274 min -.025 3 -.039 3 0 1 0 1 3129.521 2 NC 1 275 5 max .019 1 .022 2 0 1 0 1 NC 3 NC 1 276 min -.023 3 -.037 3 0 1 0 1 3559.991 2 NC 1 277 6 max .017 1 .019 2 0 1 0 1 NC 3 NC 1 278 min -.021 3 -.034 3 0 1 0 1 4105.998 2 NC 1 279 7 max .016 1 .016 2 0 1 0 1 NC 1 NC 1 280 min -.02 3 -.032 3 0 1 0 1 4812.837 2 NC 1 281 8 max .015 1 .013 2 0 1 0 1 NC 1 NC 1 282 min -.018 3 -.029 3 0 1 0 1 5750.891 2 NC 1 283 9 max .013 1 .011 2 0 1 0 1 NC 1 NC 1 284 min -.016 3 -.027 3 0 1 0 1 7034.583 2 NC 1 285 10 max .012 1 .009 2 0 1 0 1 NC 1 NC 1 286 min -.015 3 -.024 3 0 1 0 1 8860.617 2 NC 1 287 11 max .011 1 .007 2 0 1 0 1 NC 1 NC 1 288 min -.013 3 -.021 3 0 1 0 1 NC 1 NC 1 289 12 max .009 1 .005 2 0 1 0 1 NC 1 NC 1 290 min -.011 3 -.019 3 0 1 0 1 NC 1 NC 1 291 13 max .008 1 .003 2 0 1 0 1 NC 1 NC 1 292 min -.01 3 1 -.016 3 0 1 0 1 NC 1 NC 1 293 14 max .007 1 1 .002 2 0 1 0 1 NC 1 NC 1 294 min -,008 3 -.014 3 0 1 0 1 NC 1 NC 1 295 15 max .005 1 0 2 0 1 0 1 NC 1 NC 1 296 min -.007 3 -.011 3 0 1 0 1 NC 1 NC 1 297 16 max .004 1 0 2 0 1 0 1 NC 1 NC 1 298 min -.005 3 -.008 3 0 1 0 1 NC 1 NC 1 299 17 max .003 1 1 0 2 0 1 0 1 NC 1 NC 1 300 min -.003 3 -.005 3 0 1 0 1 NC 1 NC 1 301 18 max .001 1 0 2 0 1 0 1 NC 1 NC 1 302 min -.002 3 -.003 3 0 1 0 1 NC 1 NC 1 303 19 max 0 1 0 1 0 1 0 1 NC 1 NC 1 304 min 0 1 0 1 0 1 0 1 NC 1 NC 1 305 M7 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 306 min 0 1 0 1 0 1 0 1 NC 1 NC 1 307 2 max .001 3 0 15 0 1 0 1 NC 1 NC 1 308 min -.001 2 -.004 3 0 1 0 1 NC 1 NC 1 309 3 max .003 3 1 -.001 15 0 1 0 1 1 NC 1 NC 1 310 min -.003 2 -.007 3 0 1 0 1 NC 1 NC 1 311 4 max .004 3 -.002 15 0 1 0 1 NC 1 NC 1 312 min -.004 2 -.01 3 0 1 0 1 NC 1 NC 1 313 5 max .005 3 -.003 15 0 1 0 1 NC 1 NC 1 314 min -.005 2 -.013 3 0 1 0 1 8537.256 3 NC 1 315 6 max .007 3 -.004 15 0 1 0 1 NC 1 NC 1 316 min -.006 2 -.016 3 0 1 0 1 6945.511 4 NC 1 317 7 max .008 3 -.004 15 0 1 0 1 NC 2 NC 1 318 min -.008 2 -.018 3 0 1 0 1 5963.699 4 NC 1 319 8 max .009 3 -.005 15 0 1 0 1 NC 2 NC 1 320 min -.009 2 -.02 3 0 1 0 1 5358.107 4 NC 1 321 9 max .011 3 -.005 15 0 1 0 1 NC 5 NC 1 322 min -.01 2 -.021 4 0 1 0 1 5000.504 4 NC 1 323 10 max .012 3 -.005 15 0 1 0 1 NC 5 NC 1 324 min -.012 2 -.022 4 0 1 0 1 4828.698 4 NC 1 325 1 1 11 imaxi .014 1 3 1 -.005 1 15 1 0 1 1 1 0 1 1 1 NC 1 5 1 NC Ll RISA -31D Version 13.0.0[TA ... \...\...\...\...\...\...\... \PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.r3cf?age 35 E Company Schletter, Inc. Nov 4, 2015 7S GHLE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Deflections (Continued) Member Sec x linl LC v rinl LC z rinl LC x Rotate Ir... LC (n) L/v Ratio LC (n) L/z Ratio LC 3261 1 min 1 -.013 2 -.022 4 0 1 0 1 4817.415 4 NC 1 327 12 max .015 3 -.005 15 0 1 0 1 NC 5 NC 1 328 min -.014 2 -.021 4 0 1 0 1 4968.602 4 NC 1 329 13 max .016 3 -.005 15 0 1 0 1 NC 5 NC 1 330 min -.016 2 -.02 4 0 1 0 1 5313.433 4 NC 1 331 14 max .018 3 -.004 15 0 1 0 1 NC 5 NC 1 332 min -.017 2 -.018 3 0 1 0 1 5928.415 4 NC 1 333 15 max .019 3 -.004 15 0 1 0 1 NC 1 NC 1 334 min -.018 2 -.017 3 0 1 0 1 6982.951 4 NC 1 335 16 max .02 3 -.003 15 0 1 0 1 NC 1 NC 1 336 min -.019 2 -.014 3 0 1 0 1 8887.204 4 NC 1 337 17 max .022 3 -.002 15 0 1 0 1 NC 1 NC 1 338 min -.021 2 -.012 3 0 1 0 1 NC 1 NC 1 339 18 max .023 3 -.001 15 0 1 0 1 NC 1 NC 1 340 min -.022 2 -.009 3 0 1 0 1 NC 1 NC 1 341 19 max .024 3 0 10 0 1 0 1 NC 1 NC 1 342 min -.023 2 -.006 3 0 1 0 1 NC 1 NC 1 343 M8 1 max .007 1 .023 2 0 1 0 1 NC 1 NC 1 344 min 0 3 -.025 3 0 1 0 1 NC 1 NC 1 345 2 max .006 1 .021 2 0 1 0 1 NC 1 NC 1 346 min 0 3 -.024 3 0 1 0 1 NC 1 NC 1 347 3 max .006 1 .02 2 0 1 0 1 NC 1 NC 1 348 min 0 3 -.022 3 0 1 0 1 NC 1 NC 1 349 4 max .006 1 .019 2 0 1 0 1 NC 1 NC 1 350 min 0 3 -.021 3 0 1 0 1 NC 1 NC 1 351 5 max .005 1 .018 2 0 1 0 1 NC 1 NC 1 352 min 0 3 -.019 3 0 1 0 1 NC 1 NC 1 353 6 max .005 1 .016 2 0 1 0 1 NC 1 NC 1 354 min 0 3 -.018 3 0 1 0 1 NC 1 NC 1 355 7 max .005 1 .015 2 0 1 0 1 NC 1 NC 1 356 min 0 3 -.017 3 0 1 0 1 NC 1 NC 1 357 8 max .004 1 .014 2 0 1 0 1 NC 1 NC 1 358 min 0 3 -.015 3 0 1 0 1 NC 1 NC 1 359 9 max .004 1 .013 2 0 1 0 1 NC 1 NC 1 360 min 0 3 -.014 3 0 1 0 1 NC 1 NC 1 361 10 max .003 1 .011 2 0 1 0 1 NC 1 NC 1 362 min 0 3 -.013 3 0 1 0 1 NC 1 NC 1 363 11 max .003 1 .01 2 0 1 0 1 NC 1 NC 1 364 min 0 3 -.011 3 0 1 0 1 NC 1 NC 1 365 12 max .003 1 .009 2 0 1 0 1 NC 1 NC 1 366 min 0 3 -.01 3 0 1 0 1 NC 1 NC 1 367 13 max .002 1 .008 2 0 1 0 1 NC 1 NC 1 368 min 0 3 -.008 3 0 1 0 1 NC 1 NC 1 369 14 max .002 1 .006 2 0 1 0 1 NC 1 NC 1 370 min 0 3 -.007 3 0 1 0 1 NC 1 NC 1 371 15 max .002 1 .005 2 0 1 0 1 NC 1 NC 1 372 1 min 0 3 -.006 3 0 1 0 1 NC 1 NC 1 373 16 max .001 1 .004 2 0 1 0 1 NC 1 NC 1 374 min 0 3 -.004 3 0 1 0 1 NC 1 NC 1 375 17 max 0 1 .003 2 0 1 0 1 NC 1 NC 1 376 min 0 3 -.003 3 0 1 0 1 NC 1 NC 1 377 18 max 0 1 .001 2 0 1 0 1 NC 1 NC 1 378 min 0 3 -.001 3 0 1 0 1 NC 1 NC 1 379 19 max 0 1 0 1 0 1 0 1 NC 1 NC 1 380 min 0 1 0 1 0 1 0 1 NC 1 NC 1 381 M10 1 max .008 1 .009 2 0 15 3.329e-4 1 NC 1 NC 2 382 1 1 1 min 1 -.009 1 3 1 -.015 1 3 1 -.014 1 1 1 1.553e-5 1 15 18490.823 1 2 1 5470.865L 1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 1Oft 7-10 NS.r3dpage 36 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Deflections (Continued) Member Sec x [in] LC v rinl LC z linl LC x Rotate Ir... LC (n) L/v Ratio LC (n) L/z Ratio LC 3831 2 Imaxl .007 1 .008 2 0 15 3.16e-4 1 NC 1 NC 2 384 min -.009 3 -.015 3 -.013 1 1.474e-5 15 NC 1 5962.079 1 385 3 max .007 1 .006 2 0 15 2.991e-4 1 NC 1 NC 2 386 min -.008 3 -.014 3 -.012 1 1.395e-5 15 NC 1 6546.502 1 387 4 max .006 1 .005 2 0 15 2.822e-4 1 NC 1 NC 2 388 min -.008 3 -.014 3 -.011 1 1.317e-5 15 NC 1 7248.569 1 389 5 max .006 1 .003 2 0 15 2.653e-4 1 NC 1 NC 2 390 min -.007 3 -.013 3 -.01 1 1.238e-5 15 NC 1 8101.524 1 391 6 max .006 1 .002 2 0 15 2.484e-4 1 NC 1 NC 2 392 min -.007 3 -.013 3 -.008 1 1.159e-5 15 NC 1 9151.542 1 393 7 max .005 1 .001 2 0 15 2.315e-4 1 NC 1 NC 1 394 min -.006 3 -.012 3 -.007 1 1.08e-5 15 NC 1 NC 1 395 8 max .005 1 0 2 0 15 2.146e-4 1 NC 1 NC 1 396 min -.006 3 -.012 3 -.006 1 1.001e-5 15 NC 1 NC 1 397 9 max .004 1 0 2 0 15 1.977e-4 1 NC 1 NC 1 398 min -.005 3 -.011 3 -.005 1 9.226e-6 15 NC 1 NC 1 399 10 max .004 1 -.002 15 0 15 1.807e-4 1 NC 1 NC 1 400 min -.005 3 -.011 3 -.005 1 8.438e-6 15 NC 1 NC 1 401 11 max .003 1 -.002 15 0 15 1.638e-4 1 NC 1 NC 1 402 min -.004 3 -.01 3 -.004 1 7.65e-6 15 NC 1 NC 1 403 12 max .003 1 -.002 15 0 15 1.469e-4 1 NC 1 NC 1 404 min -.004 3 -.009 3 -.003 1 6.863e-6 15 NC 1 NC 1 405 13 max .003 1 -.002 15 0 15 1.3e-4 1 NC 1 NC 1 406 min -.003 3 -.008 3 -.002 1 6.075e-6 15 NC 1 NC 1 407 14 max .002 1 -.002 15 0 15 1.131e-4 1 NC 1 NC 1 408 min -.003 3 -.007 3 -.002 1 5.287e-6 15 NC 1 NC 1 409 15 max .002 1 -.001 15 0 15 9.62e-5 1 NC 1 NC 1 410 min -.002 3 -.006 4 -.001 1 4.499e-6 15 NC 1 NC 1 411 16 max .001 1 -.001 15 0 15 7.929e-5 1 NC 1 NC 1 412 min -.002 3 -.005 4 0 1 3.711e-6 15 NC 1 NC 1 413 17 max 0 1 0 15 0 15 6.238e-5 1 NC 1 NC 1 414 min -.001 3 -.003 4 0 1 2.923e-6 15 NC 1 NC 1 415 18 max 0 1 0 15 0 15 4.547e-5 1 NC 1 NC 1 416 min 0 3 -.002 4 0 1 2.135e-6 15 NC 1 NC 1 417 19 max 0 1 0 1 0 1 2.856e-5 1 NC 1 NC 1 418 min 0 1 0 1 0 1 1.347e-6 15 NC 1 NC 1 419 M11 1 max 0 1 0 1 0 1-2.561e-7 15 NC 1 NC 1 420 min 0 1 0 1 0 1-5.412e-6 1 NC 1 NC 1 421 2 max 0 3 0 15 0 1-1.947e-6 15 NC 1 NC 1 422 min 0 2 -.003 4 0 15 -4.177e-5 1 NC 1 NC 1 423 3 max 0 3 -.001 15 0 1-3.637e-6 15 NC 1 NC 1 424 min 0 2 -.006 4 0 15 -7.813e-5 1 NC 1 NC 1 425 4 max .001 3 -.002 15 0 1 -5.328e-6 15 NC 1 NC 1 426 min -.001 2 -.009 4 0 15 -1.145e-4 1 NC 1 NC 1 427 5 max .002 3 -.003 15 0 1 -7.018e-6 15 NC 1 NC 1 428 min -.001 2 -.012 4 0 15 -1.508e-4 1 8382.304 4 NC 1 429 6 max .002 3 -.004 15 0 1 -8.709e-6 15 NC 5 NC 1 430 min -.002 2 -.015 4 0 15 -1.872e-4 1 6802.371 4 NC 1 431 7 max .003 3 -.004 15 0 1 -1.04e-5 15 NC 5 NC 1 432 min -.002 2 -.018 4 0 15 -2.236e-4 1 5850.387 4 NC 1 433 8 max .003 3 -.005 15 0 12 -1.209e-5 15 NC 5 NC 1 434 min -.002 2 -.02 4 0 1-2.599e-4 1 5263.42 4 NC 1 435 9 max .003 3 -.005 15 0 12 -1.378e-5 15 NC 5 NC 1 436 min -.003 2 -.021 4 0 1-2.963e-4 1 4917.683 4 NC 1 437 10 max .004 3 -.005 15 0 15 -1.547e-5 15 NC 5 NC 1 438 min -.003 2 -.022 4 -.001 1 -3.326e-4 1 4753.226 4 NC 1 439 11 max .004 3 -.005 15 0 151-1.716e-51 15 NC 5 NC 1 RISA -31D Version 13.0.0[TA ... \...\...\...\...\...\...\... \PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.r3cf?age 37 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Deflections (Continued) Member Sec x linl LC v rinl LC z [in] LC x Rotate fr... LC (n) L/v Ratio LC (n) L/z Ratio LC 4401 1 min 1 -.003 2 -.022 4 -.002 1 -3.69e-4 1 4745.913 4 NC 1 441 12 max .005 3 -.005 15 0 15 -1.885e-5 15 NC 5 NC 1 442 min -.004 2 -.021 4 -.002 1 -4.053e-4 1 4898.163 4 NC 1 443 13 max .005 3 -.005 15 0 15 -2.054e-5 15 NC 5 NC 1 444 min -.004 2 -.02 4 -.003 1 -4.417e-4 1 5241.08 4 NC 1 445 14 max .006 3 -.004 15 0 15 -2.223e-5 15 NC 5 NC 1 446 min -.005 2 -.018 4 -.004 1 -4.78e-4 1 5850.451 4 NC 1 447 15 max .006 3 -.004 15 0 15 -2.392e-5 15 NC 3 NC 1 448 min -.005 2 -.015 4 -.006 1 -5.144e-4 1 6893.779 4 NC 1 449 16 max .007 3 -.003 15 0 15 -2.562e-5 15 NC 1 NC 1 450 min -.005 2 -.012 4 -.007 1 -5.508e-4 1 8776.38 4 NC 1 451 17 max .007 3 -.002 15 0 15 -2.731e-5 15 NC 1 NC 1 452 min -.006 2 -.009 4 -.009 1 -5.871e-4 1 NC 1 NC 1 453 18 max .007 3 -.001 15 0 15 -2.9e-5 15 NC 1 NC 2 454 min -.006 2 -.005 1 -.011 1 -6.235e-4 1 NC 1 9285.541 1 455 19 max .008 3 0 10 0 15 -3.069e-5 15 NC 1 NC 2 456 min -.006 2 -.002 1 -.013 1 -6.598e-4 1 NC 1 7746.938 1 457 M12 1 max .003 1 .006 2 .013 1 -1.09e-5 15 NC 1 NC 3 458 min 0 3 -.008 3 0 15 -2.336e-4 1 NC 1 1890.202 1 459 2 max .003 1 .006 2 .012 1 -1.09e-5 15 NC 1 NC 3 460 min 0 3 -.008 3 0 15 -2.336e-4 1 NC 1 2051.219 1 461 3 max .002 1 .005 2 .011 1 -1.09e-5 15 NC 1 NC 3 462 min 0 3 -.007 3 0 15 -2.336e-4 1 NC 1 2243.12 1 463 4 max .002 1 .005 2 .01 1 -1.09e-5 15 NC 1 NC 3 464 min 0 3 -.007 3 0 15 -2.336e-4 1 NC 1 2473.88 1 465 5 max .002 1 .005 2 .009 1 -1.09e-5 15 NC 1 NC 3 466 min 0 3 -.006 3 0 15 -2.336e-4 1 NC 1 2754.341 1 467 6 max .002 1 .004 2 .008 1 -1.09e-5 15 NC 1 NC 3 468 min 0 3 -.006 3 0 15 -2.336e-4 1 NC 1 3099.541 1 469 7 max .002 1 .004 2 .007 1 -1.09e-5 15 NC 1 NC 3 470 min 0 3 -.005 3 0 15 -2.336e-4 1 NC 1 3530.824 1 471 8 max .002 1 .004 2 .006 1 -1.09e-5 15 NC 1 NC 3 472 min 0 3 -.005 3 0 15 -2.336e-4 1 NC 1 4079.315 1 473 9 max .001 1 .003 2 .005 1 -1.09e-5 15 NC 1 NC 2 474 min 0 3 -.004 3 0 15 -2.336e-4 1 NC 1 4791.862 1 475 10 max .001 1 .003 2 .004 1 -1.09e-5 15 NC 1 NC 2 476 min 0 3 -.004 3 0 15 -2.336e-4 1 NC 1 5741.682 1 477 11 max .001 1 .003 2 .004 1 -1.09e-5 15 NC 1 NC 2 478 min 0 3 -.004 3 0 15 -2.336e-4 1 NC 1 7048.515 1 479 12 max .001 1 .002 2 .003 1 -1.09e-5 15 NC 1 NC 2 480 min 0 3 -.003 3 0 15 -2.336e-4 1 NC 1 8919.42 1 481 13 max 0 1 .002 2 .002 1 -1.09e-5 15 NC 1 NC 1 482 min 0 3 -.003 3 0 15 -2.336e-4 1 NC 1 NC 1 483 14 max 0 1 .002 2 .002 1 -1.09e-5 15 NC 1 NC 1 484 min 0 3 -.002 3 0 15 -2.336e-4 1 NC 1 NC 1 485 15 max 0 1 .001 2 .001 1 -1.09e-5 15 NC 1 NC 1 486 1 min 0 3 -.002 3 0 15 -2.336e-4 1 NC 1 NC 1 487 16 max 0 1 0 2 0 1 -1.09e-5 15 NC 1 NC 1 488 min 0 3 -.001 3 0 15 -2.336e-4 1 NC 1 NC 1 489 17 max 0 1 0 2 0 1 -1.09e-5 15 NC 1 NC 1 490 min 0 3 0 3 0 15 -2.336e-4 1 NC 1 NC 1 491 18 max 0 1 0 2 0 1 -1.09e-5 15 NC 1 NC 1 492 min 0 3 0 3 0 15 -2.336e-4 1 NC 1 NC 1 493 19 max 0 1 0 1 0 1 -1.09e-5 15 NC 1 NC 1 494 min 0 1 0 1 0 1-2.336e-4 1 NC 1 NC 1 495 M1 1 max .01 3 .179 2 .001 1 1.372e-2 1 NC 1 NC 1 496 1 1 1 min -.005 1 2 1 -.036 1 3 1 0 1 15 1 -2.373e-2 1 3 1 NC 1 1 NC 1 1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 1Oft 7-10 NS.r3cFpage 38 E Company Schletter, Inc. Nov 4, 2015 7S GHLiE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Deflections (Continued) Member Sec x [in] LC v rinl LC z finl LC x Rotate Ir... LC (n) L/v Ratio LC (n) L/z Ratio LC 4971 2 Imaxl .01 3 .086 2 0 15 6.608e-3 1 NC 5 NC 1 498 min -.005 2 -.016 3 -.01 1 -1.178e-2 3 1471.082 2 NC 1 499 3 max .01 3 .015 3 0 15 -1.134e-6 10 NC 5 NC 2 500 min -.005 2 -.012 2 -.014 1 -2.966e-4 1 709.941 2 8956.275 1 501 4 max .01 3 .066 3 0 15 4.722e-3 2 NC 15 NC 2 502 min -.005 2 -.123 2 -.013 1 -4.825e-3 3 449.456 2 9644.664 1 503 5 max .01 3 .131 3 0 15 9.536e-3 1 9864.306 15 NC 1 504 min -.005 2 -.238 2 -.009 1 -9.53e-3 3 324.998 2 NC 1 505 6 max .009 3 .201 3 0 15 1.445e-2 1 7783.457 15 NC 1 506 min -.005 2 -.35 2 -.004 1 -1.424e-2 3 256.312 2 NC 1 507 7 max .009 3 .267 3 0 1 1.937e-2 1 6556.288 15 NC 1 508 min -.005 2 -.449 2 0 3-1.894e-2 3 215.724 2 NC 1 509 8 max .009 3 .323 3 .001 1 2.429e-2 1 5830.806 15 NC 1 510 min -.005 2 -.528 2 0 15 -2.365e-2 3 191.704 2 NC 1 511 9 max .009 3 .359 3 0 15 2.705e-2 2 5451.695 15 NC 1 512 min -.005 2 -.578 2 0 1-2.397e-2 3 179.183 2 NC 1 513 10 max .009 3 .373 3 0 1 2.91 a-2 2 5335.936 15 NC 1 514 min -.004 2 -.595 2 0 15 -2.137e-2 3 175.51 2 NC 1 515 11 max .008 3 .364 3 0 1 3.116e-2 2 5451.455 15 NC 1 516 min -.004 2 -.578 2 0 15 -1.877e-2 3 179.804 2 NC 1 517 12 max .008 3 .333 3 0 15 3.002e-2 2 5830.307 15 NC 1 518 min -.004 2 -.526 2 -.001 1 -1.594e-2 3 193.563 2 NC 1 519 13 max .008 3 .284 3 0 15 2.41 e-2 2 6555.428 15 NC 1 520 min -.004 2 -.443 2 0 1-1.275e-2 3 220.188 2 NC 1 521 14 max .008 3 .221 3 .003 1 1.818e-2 2 7782.018 15 NC 1 522 min -.004 2 -.34 2 0 15 -9.558e-3 3 265.774 2 NC 1 523 15 max .007 3 .15 3 .008 1 1.226e-2 2 9861.841 15 NC 1 524 min -.004 2 -.226 2 0 15 -6.369e-3 3 344.336 2 NC 1 525 16 max .007 3 .076 3 .012 1 6.334e-3 2 NC 15 NC 1 526 min -.004 2 -.112 2 0 15 -3.181e-3 3 489.912 2 NC 1 527 17 max .007 3 .005 3 .013 1 8.505e-4 1 NC 5 NC 2 528 min -.004 2 -.006 2 0 15 8.211e-6 3 799.172 1 9540.251 1 529 18 max .007 3 .083 1 .009 1 1.002e-2 2 NC 5 NC 1 530 min -.004 2 -.058 3 0 15 -3.686e-3 3 1685.099 1 NC 1 531 19 max .007 3 .163 1 0 15 1.991e-2 2 NC 1 NC 1 532 min -.004 2 -.118 3 -.001 1 -7.503e-3 3 NC 1 NC 1 533 M5 1 max .031 3 .375 2 0 1 0 1 NC 1 NC 1 534 min -.021 2 -.035 3 0 1 0 1 NC 1 NC 1 535 2 max .031 3 .18 2 0 1 0 1 NC 5 NC 1 536 min -.021 2 -.012 3 0 1 0 1 700.569 2 NC 1 537 3 max .031 3 .048 3 0 1 0 1 NC 15 NC 1 538 min -,022 2 -.04 2 0 1 0 1 329.007 2 NC 1 539 4 max .03 3 .174 3 0 1 0 1 6861.773 15 NC 1 540 min -.021 2 -.302 2 0 1 0 1 201.152 2 NC 1 541 5 max .029 3 .347 3 0 1 0 1 4786.935 15 NC 1 542 min -.021 2 -.587 2 0 1 0 1 141.345 2 NC 1 543 6 max .029 3 .541 3 0 1 0 1 3676.468 15 NC 1 544 min -.02 2 -.871 2 0 1 0 1 109.1 2 NC 1 545 7 max .028 3 .73 3 0 1 0 1 3036.617 15 NC 1 546 min -.02 2 -1.128 2 0 1 0 1 90.412 2 NC 1 547 8 max .028 3 .888 3 0 1 0 1 2665.339 15 NC 1 548 min -.019 2 -1.335 2 0 1 0 1 79.522 2 NC 1 549 9 max .027 3 .991 3 0 1 0 1 2474.999 15 NC 1 550 min -.019 2 -1.466 2 0 1 0 1 73.925 2 NC 1 551 10 max .026 3 1.028 3 0 1 0 1 2417.612 15 NC 1 552 min -.019 2 -1.51 2 0 1 0 1 72.289 2 NC 1 5531 11 max .026 3 1.002 1 3 0 1 0 1 2475.1 15 NC 1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 10ft 7-10 NS.r3cf?age 39 E Company Schletter, Inc. Nov 4, 2015 7S GHLE7TER Designer : HCV Job Number Checked By: Model Name Standard PVMax Racking System Envelope Member Section Deflections (Continued) Member Sec x linl LC v rinl LC z rinl LC x Rotate Ir... LC (n) L/v Ratio LC (n) L/z Ratio LC 5541 1 min 1 -.018 2 -1.466 2 0 1 0 1 74.201 2 INC 1 555 12 max .025 3 .915 3 0 1 0 1 2665.584 15 NC 1 556 min -.018 2 -1.329 2 0 1 0 1 80.421 2 NC 1 557 13 max .024 3 .775 3 0 1 0 1 3037.129 15 NC 1 558 min -.018 2 -1.112 2 0 1 0 1 92.732 2 NC 1 559 14 max .024 3 .598 3 0 1 0 1 3677.486 15 NC 1 560 min -.018 2 -.842 2 0 1 0 1 114.336 2 NC 1 561 15 max .023 3 .402 3 0 1 0 1 4788.972 15 NC 1 562 min -.017 2 -.55 2 0 1 0 1 152.798 2 NC 1 563 16 max .022 3 .202 3 0 1 0 1 6866.079 15 NC 1 564 min -.017 2 -.266 2 0 1 0 1 225.41 1 NC 1 565 17 max .022 3 .016 3 0 1 0 1 NC 15 NC 1 566 min -.017 2 -.02 2 0 1 0 1 383.36 1 NC 1 567 18 max .022 3 .174 1 0 1 0 1 NC 5 NC 1 568 min -.017 2 -.143 3 0 1 0 1 841.56 1 NC 1 569 19 max .022 3 .332 1 0 1 0 1 NC 1 NC 1 570 min -.017 2 -.286 3 0 1 0 1 NC 1 NC 1 571 M9 1 max .01 3 .179 2 0 15 2.373e-2 3 NC 1 NC 1 572 min -.005 2 -.036 3 -.001 1 -1.372e-2 1 NC 1 NC 1 573 2 max .01 3 .086 2 .01 1 1.178e-2 3 NC 5 NC 1 574 min -.005 2 -.016 3 0 15 -6.608e-3 1 1471.082 2 NC 1 575 3 max .01 3 .015 3 .014 1 2.966e-4 1 NC 5 NC 2 576 min -.005 2 -.012 2 0 15 1.134e-6 10 709.941 2 8956.275 1 577 4 max .01 3 .066 3 .013 1 4.825e-3 3 NC 15 NC 2 578 min -.005 2 -.123 2 0 15 -4.722e-3 2 449.456 2 9644.664 1 579 5 max .01 3 .131 3 .009 1 9.53e-3 3 9864.306 15 NC 1 580 min -.005 2 -.238 2 0 15 -9.536e-3 1 324.998 2 NC 1 581 6 max .009 3 .201 3 .004 1 1.424e-2 3 7783.457 15 NC 1 582 min -.005 2 -.35 2 0 15 -1.445e-2 1 256.312 2 NC 1 583 7 max .009 3 .267 3 0 3 1.894e-2 3 6556.288 15 NC 1 584 min -.005 2 -.449 2 0 1-1.937e-2 1 215.724 2 NC 1 585 8 max .009 3 .323 3 0 15 2.365e-2 3 5830.806 15 NC 1 586 min -.005 2 -.528 2 -.001 1 -2.429e-2 1 191.704 2 NC 1 587 9 max .009 3 .359 3 0 1 2.397e-2 3 5451.695 15 NC 1 588 min -.005 2 -.578 2 0 15 -2.705e-2 2 179.183 2 NC 1 589 10 max .009 3 .373 3 0 15 2.137e-2 3 5335.936 15 NC 1 590 min -.004 2 -.595 2 0 1-2.91e-2 2 175.51 2 NC 1 591 11 max .008 3 .364 3 0 15 1.877e-2 3 5451.455 15 NC 1 592 min -.004 2 -.578 2 0 1-3.116e-2 2 179.804 2 NC 1 593 12 max .008 3 .333 3 .001 1 1.594e-2 3 5830.307 15 NC 1 594 min -.004 2 -.526 2 0 15 -3.002e-2 2 193.563 2 NC 1 595 13 max .008 3 .284 3 0 1 1.275e-2 3 6555.428 15 NC 1 596 min -.004 2 -.443 2 0 15 -2.41e-2 2 220.188 2 NC 1 597 14 max .008 3 .221 3 0 15 9.558e-3 3 7782.018 15 NC 1 598 min -.004 2 -.34 2 -.003 1 -1.818e-2 2 265.774 2 NC 1 599 15 max .007 3 .15 3 0 15 6.369e-3 3 9861.841 15 NC 1 600 min -.004 2 -.226 2 -.008 1 -1.226e-2 2 344.336 2 NC 1 601 16 max .007 3 .076 3 0 15 3.181e-3 3 NC 15 NC 1 602 min -.004 2 -.112 2 -.012 1 -6.334e-3 2 489.912 2 NC 1 603 17 max .007 3 .005 3 0 15 -8.211e-6 3 NC 5 NC 2 604 min -.004 2 -.006 2 -.013 1 -8.505e-4 1 799.172 1 9540.251 1 605 18 max .007 3 .083 1 0 15 3.686e-3 3 NC 5 NC 1 606 min -.004 2 -.058 3 -.009 1 -1.002e-2 2 1685.099 1 NC 1 607 19 max .007 3 .163 1 .001 1 7.503e-3 3 NC 1 NC 1 608 min -.004 2 -.118 3 0 15 -1.991e-2 2 NC 1 NC 1 RISA -31D Version 13.0.0[TA ... \... \... \... \... \... \... \... \PVMax 72 Cell 2V 30° 115mph 30psf 1 Oft 7-10 NS.r3dTage 40 Anchor DesignerT"' Software Version 2.4.6025.0 1.Proiect information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-05 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: A193 Grade B8/B8M (304/316SS) Diameter (inch): 0.500 Effective Embedment depth, her (inch): 6.000 Code report: IAPMO UES ER -263 Anchor category: - Anchor ductility: Yes hmin (inch): 8.50 cap (inch): 9.67 Cmin (inch): 1.75 Smin (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Seismic design: No Anchors subjected to sustained tension: No Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No <Figure 1> 27 tb X Company: Schletter, Inc. Date: 8/1/2016 Engineer: HCV Page: 1/5 Project: Standard PVMax - Worst Case, 14-40 Inch Width Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 18.00 State: Cracked Compressive strength, f'e (psi): 2500 W'V: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Hole condition: Dry concrete Inspection: Periodic Temperature range, Short/Long: 110/75°F Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 4.00 x 4.00 x 0.28 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com �-� �'� I ��'� ■ Anchor Designer TM Software Version 2.4.6025.0 <Figure 2> Company: Schletter, Inc. Date: 8/1/2016 Engineer: HCV Page: 2/5 Project: Standard PVMax - Worst Case, 14-40 Inch Width Address: Phone: E-mail: Recommended Anchor Anchor Name: AT -XP® - AT -XP w/ 1/2"0 A193 Gr. B8/B8M (304/316SS) Code Report: IAPMO UES ER -263 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Ilr-�n•►I1+�■�►■ Anchor DesignerT"' Software Version 2.4.6025.0 Company: Schletter, Inc. Date: 8/1/2016 Engineer: HCV Page: 3/5 Project: Standard PVMax - Worst Case, 14-40 Inch Width Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (lb) V.. (I b) Way (lb) �(Vuax)2+(Vuay)2 (lb) 1 1020.0 27.0 565.0 565.6 Sum 1020.0 27.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 1020 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension(Sec. D.5.1) Nsa (lb) 0 ON.. (lb) 8095 0.75 6071 5. Concrete Breakout Strength of Anchor in Tension (Sec. D.5.21 Nb = kcAi fchet 5 (Eq. D-7) ko A fo (psi) haf(in) Nb (Ib) 565.0 <Figure 3> 565.6 17.0 1.00 2500 5.247 10215 ONCb = 0 (ANc/ANco)Yed,NYe,NT'cp,NNb (Sec. D.4.1 & Eq. D-4) ANC (in Z) AN. (in 2) T'ed,N Te,N Tep,N Nb (I b) 0 ONCb (Ib) 220.36 247.75 0.967 1.00 1.000 10215 0.65 5710 6. Adhesive Strength of Anchor in Tension (AC308 Sec. 3.3) rkcr = rkcrfshort-t-Ksat rkcr (psi) Ahort-term { sat Akcr (psi) 1035 1.00 1.00 1035 Nao = rkcordahef(Eq. D -16f) rk.cr (psi) da (in) hef (in) Nao (Ib) 1035 0.50 6.000 9755 r6Na = 0 (ANa/ANao)Ved,NaVp,NaNao (Sec. D.4.1 & Eq. D-1 6a) ANa (in Z) ANao (in Z) %d, Na Vp,Na Nao (lb) 0 ONa (lb) 109.66 109.66 1.000 1.000 9755 0.55 5365 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Illy-�n•►I1+�■�►■ Anchor Designer TM Software Version 2.4.6025.0 Company: Schletter, Inc. Date: 8/1/2016 Engineer: HCV Page: 4/5 Project: Standard PVMax - Worst Case, 14-40 Inch Width Address: Phone: E-mail: 8. Steel Strength of Anchor in Shear (Sec. D.6.11 Vs (lb) Ogrout 0 OgroutOV- (Ib) 4855 1.0 0.65 3156 9. Concrete Breakout Strength of Anchor in Shear (Sec. D.6.2) Shear perpendicular to edge in y -direction: Vby=7(la/da)02gdaA�fXa''(Eq. D-24) le (in) da (in) fc (psi) Cal (in) Vby (Ib) 4.00 0.50 1.00 2500 7.00 6947 OVcby =0 (AVc/Avco)%d,vY'c,v%,vVby (Sec. D.4.1 & Eq. D-21) Shear parallel to edge in x -direction: Avc (int) Avco (int) Yed,V Ye,V Y'h,V Vby (Ib) 0 OVcby (Ib) 192.89 220.50 0.925 1.000 1.000 6947 0.70 3934 Shear perpendicular to edge in x -direction: fc (psi) Ca, (in) Vby (Ib) Vbx = 7(1e / da)0 2 V daA V fcCa 11-5 (Eq. D-24) 4.00 0.50 1.00 2500 7.00 le (in) da (in) A fc (psi) Cal (in) Vbx (Ib) 4.00 0.50 1.00 2500 7.87 8282 0Vcbx =0 (Avc/Avco)%d,vTc, vPh,vVbx (Sec. D.4.1 & Eq. D-21) Ye,V Y'h,v Vby (Ib) Avc (int) Avco (int) Yed,V PC,V %,V Vbx (lb) 0 OVcbx (Ib) 165.27 278.72 0.878 1.000 1.000 8282 0.70 3018 Shear parallel to edge in x -direction: Vby=7(le/da)02�dall�fcCall'(Eq. D-24) le (in) da (in) A fc (psi) Ca, (in) Vby (Ib) 4.00 0.50 1.00 2500 7.00 6947 oVcbx =0 (2)(Avc/Avco) Y'ed,vVc,vVh,vVby (Sec. D.4.1, D.6.2.1 (c) & Eq. D-21) Avc (int) Avco (int) V'ed,V Ye,V Y'h,v Vby (Ib) 0 OVcbx (Ib) 192.89 220.50 1.000 1.000 1.000 6947 0.70 8508 Shear parallel to edge in y -direction: Vbx = 7(le/ da)02�daA�fcCa '' (Eq. D-24) le (in) da (in) A fc (psi) Cal (in) Vbx (Ib) 4.00 0.50 1.00 2500 7.87 8282 OVcby =0 (2)(AVc/Avco) Ved,vVc,vVh,vVbx (Sec. IDA. 1, D.6.2.1 (c) & Eq. D-21) AVc (in 2) Avco (in 2) Yed,V Wo,V Y'h,V Vbx (Ib) 0 OVcby (Ib) 165.27 278.72 1.000 1.000 1.000 8282 0.70 6875 10. Concrete Pryout Strength of Anchor in Shear (Sec. D.6.3) 0Vcp = ¢ minIkcpNa ; kcpNcbI = 0 minIkcp(ANa/ANao)V'ed,Na Pp, NaNao, kcp(ANc/ANco)Ped, NPc, NYop,NNbl (Eq. D -30a) kcp AN. (m2) ANao (in 2) Ved, Na V'p,Na Nao (lb) Na (I b) 2.0 109.66 109.66 1.000 1.000 9755 9755 Aft (in') AN- (in 2) Y'ed,N Yc,N Ycp,N Nb (Ib) Mb (Ib) 0 OVcp (Ib) 220.36 247.75 0.967 1.000 1.000 10215 8785 0.70 12298 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com t-�n•►I1+�■�►■ Anchor Designer TM F Software Version 2.4.6025.0 Company: Schletter, Inc. Date: 8/1/2016 Engineer: HCV Page: 5/5 Project: Standard PVMax - Worst Case, 14-40 Inch Width Address: Phone: E-mail: 11. Results Interaction of Tensile and Shear Forces (Sec. D.7) Tension Factored Load, Nua (lb) Design Strength, oNn (lb) Ratio Status Steel 1020 6071 0.17 Pass Concrete breakout 1020 5710 0.18 Pass Adhesive 1020 5365 0.19 Pass (Governs) Shear Factored Load, V.a (lb) Design Strength, OVA (lb) Ratio Status Steel 566 3156 0.18 Pass (Governs) T Concrete breakout y+ 565 3934 0.14 Pass T Concrete breakout x+ 27 3018 0.01 Pass Concrete breakout y+ 27 8508 0.00 Pass I� Concrete breakout x+ 565 6875 0.08 Pass Concrete breakout, - - 0.14 Pass combined Pryout 566 12298 0.05 Pass Interaction check N,aION, V./OV„ Combined Ratio Permissible Status Sec. D.7.1 0.19 0.00 19.0% 1.0 Pass AT -XP w/ 1/2"0 A193 Gr. 1138/68M (304/316SS) with hef = 6.000 inch meets the selected design criteria. 12. Warninas - This temperature range is currently outside the scope of ACI 318-11 and ACI 355.4, and is provided for historical purposes. Designer must exercise own judgement to determine if this design is suitable. Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Anchor DesignerT"' Software Version 2.4.6025.0 1.Proiect information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-05 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: A193 Grade B8/B8M (304/316SS) Diameter (inch): 0.500 Effective Embedment depth, her (inch): 6.000 Code report: IAPMO UES ER -263 Anchor category: - Anchor ductility: Yes hmin (inch): 8.50 cap (inch): 9.67 Cmin (inch): 1.75 Smin (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Seismic design: No Anchors subjected to sustained tension: No Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No <Figure 1> Company: Schletter, Inc. Date: 8/1/2016 Engineer: HCV Page: 1/5 Project: Standard PVMax - Worst Case, 21-31 Inch Width Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 18.00 State: Cracked Compressive strength, f'e (psi): 2500 W'V: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Hole condition: Dry concrete Inspection: Periodic Temperature range, Short/Long: 110/75°F Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 4.00 x 7.00 x 0.28 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com �-� �'� I ��'� ■ Anchor Designer TM Software Version 2.4.6025.0 <Figure 2> Company: Schletter, Inc. Date: 8/1/2016 Engineer: HCV Page: 2/5 Project: Standard PVMax - Worst Case, 21-31 Inch Width Address: Phone: E-mail: Recommended Anchor Anchor Name: AT -XP® - AT -XP w/ 1/2"0 A193 Gr. B8/B8M (304/316SS) Code Report: IAPMO UES ER -263 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Ilr-�n•►I1+�■�►■ Anchor DesignerT"' Software Version 2.4.6025.0 Company: Schletter, Inc. Date: 8/1/2016 Engineer: HCV Page: 3/5 Project: Standard PVMax - Worst Case, 21-31 Inch Width Address: Phone: E-mail: 3. Resulting Anchor Forces 0 ONcbg (lb) 1.000 Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (lb) V.. (I b) Way (lb) �(Vuax)2+(Vuay)2 (lb) 1 2495.5 1558.5 0.0 1558.5 2 2495.5 1558.5 0.0 1558.5 Sum 4991.0 3117.0 Maximum concrete compression strain (%e): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 4991 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension(Sec. D.5.11 Nsa (Ib) 0 ^� (lb) 8095 0.75 6071 5. Concrete Breakout Strength of Anchor in Tension (Sec. D.5.21 Nb = kcAfchef16 (Eq. D-7) k� A f� (psi) het (in) Nb (Ib) 17.0 1.00 2500 6.000 12492 ONcbg =0 (ANcIANco)'Pec,NVjed,NVfC,NV-'cp,NNb (Sec. D.4.1 & Eq. D-5) AW (in 2) AN. (in') %C,N `yed,N Y%,N 378.00 324.00 1.000 0.972 1.00 6. Adhesive Strength of Anchor in Tension (AC308 Sec. 3.3) Tk,cr = Tkcrfshort-ter Ksat Tk,cr (psi) fshort-term {sat Tk,cr (psi) 1035 1.00 1.00 1035 Nao = ck,cr7rdahet(Eq. D -16f) Tk,cr (psi) da (In) het (In) Nao (Ib) 1035 0.50 6.000 9755 ¢Nag = 0(ANa/ANao)Ved,NaVg,NaVec,Na'Fp,NaNao (Sec. D.4.1 & Eq. D -16b) ANa (in 2) ANao (in 2) :ed, Na Vg, Na %e ,Na 0.0 3117.0 <Figure 3> Y 01 02 X V'cp,N Nb (Ib) 0 ONcbg (lb) 1.000 12492 0.65 9208 Y'p,Na Nao(lb) 0 ONag (lb) 158.66 109.66 1.000 1.043 1.000 1.000 9755 0.55 8093 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Illy-�n•►I1+�■�►■ Anchor Designer TM Software Version 2.4.6025.0 Company: Schletter, Inc. Date: 8/1/2016 Engineer: HCV Page: 4/5 Project: Standard PVMax - Worst Case, 21-31 Inch Width Address: Phone: E-mail: 8. Steel Strength of Anchor in Shear (Sec. D.6.11 Vs (lb) Ogrout 0 OgroutOV- (Ib) 4855 1.0 0.65 3156 9. Concrete Breakout Strength of Anchor in Shear (Sec. D.6.2) Shear perpendicular to edge in x -direction: Vbx=7(la/da)02gdall fcCa71.5(Eq. D-24) /e (in) da (in) fc (psi) Cal (in) Vbx (Ib) 4.00 0.50 1.00 2500 12.00 15593 oVcbgx = 0 (Avc/Avco)Y'ec,vY'ed.vVc,vVh,vVbx (Sec. D.4.1 & Eq. D-22) Avc (in 2) Avco (in 2) %.,V 'ed,V iC,V V'h,V Vbx (Ib) 0 oVcbgx (Ib) 378.00 648.00 1.000 0.836 1.000 1.000 15593 0.70 5323 Shear parallel to edge in x -direction: Vby=7(le/da)02VdaAVfXa91"5(Eq. D-24) 2496 6071 0.41 le (in) da (in) A fa (psi) cal (in) Vby (Ib) 4.00 0.50 1.00 2500 8.16 8744 oVcbx =0(2)(Avc/Avao)Ved,vV'c,vV'h,vVby (Sec. DA. 1, D.6.2.1 (c) & Eq. D-21) 1.000 Avc (int) Avco (int) Y'ed,V Pc,V V'h,v Vby (Ib) 0 OVcbx (lb) 299.64 299.64 1.000 1.000 1.000 8744 0.70 12241 10. Concrete Pryout Strength of Anchor in Shear (Sec. D.6.3) 2496 6071 0.41 Pass OVcpg = 0 min jkcpNag ; kcphlcbgj = 0 min ikcp(ANa/ANao)Yed,NaVg,NaVec,NaY'p,NaNao ; kcp(ANcI ANco)Y'ec,NVed,NV'cNYep,NNbl (Eq. D -30b) kcp ANa (In2) ANao (In2) Ped, Na Pg,Na y'ec,N. %'p,Na Nao (lb) Na (Ib) 2.0 158.66 109.66 1.000 1.043 1.000 1.000 9755 14715 AW (In2) ANca (In2) 9eC,N yed,N VqN Yop,N Nb (I b) Ncb (Ib) 0 378.00 324.00 1.000 0.972 1.000 1.000 12492 14166 0.70 OVapg (lb) 19833 11. Results Interaction of Tensile and Shear Forces (Sec. D.7) Tension Factored Load, Nua (lb) Design Strength, oNn (lb) Ratio Status Steel 2496 6071 0.41 Pass Concrete breakout 4991 9208 0.54 Pass Adhesive 4991 8093 0.62 Pass (Governs) Shear Factored Load, Vua (lb) Design Strength, oVa (lb) Ratio Status Steel 1559 3156 0.49 Pass T Concrete breakout x+ 3117 5323 0.59 Pass (Governs) Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Anchor Designer TM Software Version 2.4.6025.0 11 Concrete breakout y- 1559 Pryout 3117 Company: Schletter, Inc. Date: 8/1/2016 Engineer: HCV Page: 5/5 Project: Standard PVMax - Worst Case, 21-31 Inch Width Address: Phone: E-mail: 12241 0.13 Pass (Governs) 19833 0.16 Pass Interaction check N -10M V„./OV, Combined Ratio Permissible Status Sec. D.7.3 0.62 0.59 120.2% 1.2 Pass AT -XP w/ 1/2"0 A193 Gr. 1138/68M (304/316SS) with hef = 6.000 inch meets the selected design criteria. 12. Warninas - This temperature range is currently outside the scope of ACI 318-11 and ACI 355.4, and is provided for historical purposes. Designer must exercise own judgement to determine if this design is suitable. Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 311 AN AN Al CJI OVERALL RACKING DIMENSION VARIES SPLICE MUST FALL AT 25% OF THE RESPECTIVE or/-kiN, IVir-mou cu rmuivI w4 I r-miu'( ourrum i. SPLICES CANNOT BE PLACED ALONG THE LENGTH OF A CANTILEVER. J PART NUMBER DESCRIPTION 1 146002-320 Standard, PvMax3, 72 Cell, 20°, Triangle 2 146002-325 Standard, PvMax3, 72 Cell, 25°, Triangle 3 146002-330 Standard, PvMax3, 72 Cell, 30°, Triangle 4 124303-001 u FINISHED GRADE u u PURLIN CANTILIVER BLOCK WIDTH VARIES SEE TABLE ON SHEET 4 OF 4 SPAN VARIES Splice, S1.5, Kit INU 1 1 U tAL'ttu OU"/o OF RESPECTIVE SPAN SEE TABLE ON SHEET 4 OF 4 FOR REBAR DETAILS FINISHED GRADE 4�91j8� a ink N 919 [3616 in] 5tt I AbLt UN bHtt 1 4 UI- 4 �q� Mpa(l�Fs FF FS 4000 pFC \ 7\o �FSp FC 0600 1141 3. A '?I 266611p4\ KA 2513 [9816 in] = BASIS OF SUPPORT - 3632 [143 in] 250 REFERENCE PAGE 4c SCALE 1 :21 FRONT ELEVATION SCALE 1 : 30 DESIGN CRITERIA: FOR STRUCTURAL DESIGN INFORMATION AND APPLICABLE BUILDING CODES, REFERENCE ACCOMPANYING LETTER OF ACCEPTANCE AND CALCULATIONS. LOADS: MODULE DEAD LOAD = MAX 3.0 PSF. MIN 1.75 PSF SNOW LOAD =SEE TABLE FOR SPECIFIC SNOW LOAD (Is = 1.00, Ct= 1.20, Ce = 0.90, Cs =SEE TABLE) WIND DESIGN: DESIGN BASED UPON WIND TUNNEL TEST REPORT # RC 1127/0611_le BASIC WIND SPEED = SEE TABLE FOR SPECIFIC WIND SPEED EXPOSURE: C SEISMIC LOADS: RISK CATEGORY = II (ASCE 7-10) SEISMIC DESIGN CATEGORY: E Iw = 1.0 (ASCE 7-05) SOIL SITE CLASS = D Sds = 1.67 SD1 = 1.0 INSTALLATION TOLERANCES: Ie = 1.0 SS = 2.5 ARRAY TILT ANGULAR TOLERANCE ±1.00 S1 = 1.0 R = 1.25 LATERAL SUPPORT PLACEMENT IS ±2.5" SUPPORT HEIGHT VARIATION TOLERANCE IS ±0.5" TOTAL LATERAL DEVIATION OF SUPPORTS WITHIN AN ARRAY IS ±2.5" GENERAL: 1. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, PURLIN CANTILIVER BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION NOT TO EXCEED 50% EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE OF RESPECTIVE SPAN CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF 4,9[188 iOR THE SAFETY DTHE PROGRAMS DTHERETO nJ M� RiFS SF (NOR SHALL OBSERVAT ONVIS TS 0 THE SIITE INCLUDEUDE INSPECON OF THESE V4 6S pC/46Sp8C 3600114 13 ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. FFMpp 4 ihJ �\ 2. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ALUMINUM: 26561 1046 i MOD iFs SFF 1. ALL ALUMINUM SHALL 2. ALL ALUMINUM SECTIONSONSFOARM LL WITH THE LATEST ALUMINUM DESIGN HANDBOOK. nJ �CFSpFC a. SEMI -HOLLOWS AND HOLLOWS SHALL BE 6105-T5, 6005A -T6, OR 6005-T5 PRE -DRILL 9/16" BIT9 b. SOLIDS SHALL BE 6063-T6 6" DEEP EMBEDMENT c C1316 i�'JM/ E 0 N STEEL: E �-I�° N 1: ALL BOLTS AND WASHERS SHALL BE 304 STAINLESS STEEL CLASS 2 (A2-70). _ M 0 ti a? � 0 46,5[1,9 2. ALL NUTS SHALL BE 316 STAINLESS STEEL CLASS 2 (A4-70). 00 LO1 0 /s i co s nJ N N c _ TORQUE: `O TORX BOLT FOR RAPID 2+ MODULE CLAMPS IS 14 N -M (10.5 FT -LBS) SEE TABLE ON A U SHEET 4 OF 4 VA L\ ° M6 AND 1/4" BOLT TORQUE IS 6 N -M (4.5 FT -LBS) 49p `98 6 B o ,� M8 AND 5/16" BOLT TORQUE IS 14 N -M (10.5 FT -LBS) FOR REBAR DETAILS 2 c M10 AND 3/8" BOLT TORQUE IS 30 N -M (23 FT -LBS) M12 AND 1/2" BOLT TORQUE IS 50 N -M (37 FT -LBS) M16 AND 5/8" BOLT TORQUE IS 121 N -M (89 FT -LBS) M M20 AND 3/4" BOLT TORQUE IS 244 N -M (180 FT -LBS) �_____ N C14MODULE SIZE: L ) RACKING SYSTEM DESIGNED FOR MODULE SIZE: MINIMUM = 1900 X 970 DETAIL A 7 3 7 VERTICAL MODULE GAP: 23 mm MAXIMUM = 2000 X 1050 M�gR�Fs 912 [358 in] - 2520 [99161n] =BASIS OF SUPPORT 200 [7$ HORIZONTAL MODULE GAP: 5 in] mm GRAD OO��FSpF SCALE 1 : 5 FI DE 3632 [143 in] FC NOTE: 91139 . I 200 1. MODULES MUST BE CENTERED ON ARRAY �6 i�JM1/V 2. ARRAY LENGTH NOT TO EXCEED 150 FT REFERENCE PAGE 4a 3. RECOMMENDED SPEED FOR INSTALLATION OF SELF -DRILLING 114" DIAMETER SCALE 1:21 SCREWS IS 1200-1800 RPMS. o ® 465 FOUNDATIONS: �18s 1 ARM PRE -DRILL 9/16" BIT �j9 1. NO SOILS REPORT PROVIDED. FOUNDATION DESIGN IS BASED ON MINIMUM IBC SOIL nJ 6" DEEP EMBEDMENT lj _ 8 / BEARING VALUE = 1500 PSF PER IBC TABLE 1804.2 (2003, 2006), & 1806.2 (2009, 2012, 2015). BALLAST BLOCKS N 00 ti SHALL BE BUILT ON UNDISTURBED SOIL OR COMPACTED FILL MATERIAL NOT LESS THAN 12" IN DEPTH. �co " ° '�acs 2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. IT IS RECOMMENDED THAT THE OWNER RETAIN A REGISTERED N S O�ZFS F GEOTECHNICAL ENGINEER TO CONDUCT A GEOTECHNICAL INVESTIGATION AND PREPARE A �SF�c�� FC3600 REPORT WITH RECOMMENDATIONS FOR FOUNDATION AND EARTHWORK PROCEDURES. U o Mo U�FS�F 7� /�% CONCRETE: C 1. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF ACI 301 AND ACI 318. t CO CEMENT PER ASTM C150, TYPE II. AGGREGATE PER ASTM C33. CONCRETE SHALL BE READY MIXED IN ACCORDANCE WITH ASTM C94 AND SHALL BE DESIGNED FOR A MINIMUM 28 DAY 200 [78 in]6�100,9 COMPRESSIVE STRENGTH AS FOLLOWS: ��9�Q/�c FOUNDATIONS..................................................................3,000 PSI* DETAIL B O�FSFF 2. FIBER REINFORCEMENT1NFORCEMENT USED IN CONCRETE SHALL BE BASF MASTERFIBER MAC 100 OR ED FOR 2,500 PSI SCALE 1 ' S _ `�'°Fn v �/ EQUIVALENT. THE AMOUNT TO BE MIXED IN CONCRETE IS 3LB/CU.YD DETAIL C SCALE 1 :5 PARTS LIST ITEM PART NUMBER DESCRIPTION 1 146002-320 Standard, PvMax3, 72 Cell, 20°, Triangle 2 146002-325 Standard, PvMax3, 72 Cell, 25°, Triangle 3 146002-330 Standard, PvMax3, 72 Cell, 30°, Triangle 4 124303-001 Rail, S1.5, Custom 5 129303-000 Splice, S1.5, Kit NO. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: 0 BushBr 9/27/2014 New Drawing 1 BushBr 3/12/2015 Notes, embedments New Tables, and Sheets 2 BushBr 11/5/2015 Chane Ballast Size, Max Dead Load, Add 2015 3 BushBr 11/18/2015 Chane Ballast Size 4 Vas Hu 08/01/2016 Updated Load Tables 5 6 SPLICE DETAIL SCALE 1 :5 Client: Schletter Inc 2201 North Forbes Boulevard Tucson, AZ 85745 SEE TABLE ON SHEET 4 OF 4 FOR REBAR DETAILS FINISHED GRADE 17SCHLETTER 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER.US 300 REFERENCE PAGE 4b SCALE 1 :21 Standard PvMax, 72 Cell, 200 - 300 Project Site: Racking Structure Schletter Inc Dimensions and Specifications 1001 Commerce Center Dr p Shelby, NC 28150 ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL REINFORCING: 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (Fy=60ksi) DEFORMED BARS. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. �ssh8s 2 ACCURATELY CCT EOF 3" 76 OR SUPPORT ALL REINFORCING TO HAVE A CLEAR CONCRETE ERA 6 /r/ POST -INSTALLED ANCHORS: 1. ADHESIVE BOLTS OR DOWELS SHALL BE A THREADED ROD OR REINFORCING STEEL INSTALLED WITH THE FOLLOWING APPROVED PRODUCT SATISFYING CRACKED CONCRETE REQUIREMENTS IN ACCORDANCE WITH ACI 318, APPENDIX D. SIMPSON "AT -XP" IAPMO UES ER - 263 2. THE CONTRACTOR MAY NOT USE SUBSTITUTES FOR ADHESIVE ANCHORS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 3. FOR MINIMUM EMBEDMENT LENGTH SEE DETAILS. INSTALL ALL BOLTS AS OUTLINED IN MANUFACTURER'S SPECIFICATIONS, UTILIZING PROPER SIZE AND TYPE OF DRILL, CLEANING HOLE, PLACING OF ADHESIVE, INSERTING AND TIGHTENING BOLT. 4. PERIODIC INSPECTION OF POST -INSTALLED ANCHORS IS REQUIRED Drawing Number: v.01 JOB NUMBER: V SCALE: SHEET: 1 of 4 SEE DRAWING VIEWS E F PARTS LIST ITEM PART NUMBER QTY DESCRIPTION 1 000019-761 1 Standard, Feet, PvMax3, Kit 2 000019-779 1 PvMax, 72 Cell, Girder Assembly, No Rear 3 147001-01552 1 Strut, PVMax3, 55x55, Rear, With Holes, L =1552 mm zozu [tni 6 int r` 00 146002-320 - Standard, PvMax3, 72 Cell, 20°, Triangle SCALE 1 :15 S6' -o . 336!13'61 � PARTS LIST ITEM PART NUMBER QTY DESCRIPTION 1 000019-761 1 Standard, Feet, PvMax3, Kit 2 000019-779 1 PvMax, 72 Cell, Girder Assembly, No Rear 3 147001-01990 1 Strut, PVMax3, 55x55, Rear, With Holes, L =1990 mm ti co ti �vv� wv8 11 'J 146002-330 - Standard, PvMax3, 72 Cell, 30°, Triangle SCALE 1 :15 N0. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: 0 BushBr 9/27/2014 New Drawing 1 BushBr 3/12/2015 Notes, embedments New Tables, and Sheets 2 BushBr 11/5/2015 Change Ballast Size, Max Dead Load, Add 2015 3 BushBr 11/18/2015 Change Ballast Size 4 Vas Hu 08/01/2016 Updated Load Tables 5 6 I 76 PARTS LIST ITEM PART NUMBER QTY DESCRIPTION 1 000019-761 1 Standard, Feet, PvMax3, Kit 2 000019-779 1 PvMax, 72 Cell, Girder Assembly, No Rear 3 147001-01773 1 Strut, PVMax3, 55x55, Rear, With Holes, L =1773 mm SX -1 c ti 00 146002-325 - Standard, PvMax3, 72 Cell, 25°, Triangle SCALE 1 :15 LL - 0 Jam w ::D w Of cn = LU ,-,_ cn Cl) Cf) O LU Cf) Q O am LU z VARIES SEE TABLE ON SHEET 4 OF 4 -- - -- ------ �-I Client: Schletter Inc 2201 North Forbes Boulevard Tucson, AZ 85745 FOUNDATION DETAIL SCALE 1 :5 7FSCHLETTER ft 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER. US co N N co CO co 3 361133 i �y Standard PvMax, 72 Cell, 200 - 300 Racking Structure Details and Parts List ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL 1552 [61 1/16 in] 35 13 in] [ 35 13 in] I [ 8 8 5613 THRU TYP [062 in THRU TYP] 147001-01552 Strut, PVMax3, 55x55, Rear, With Holes, L = 1552 mm 20° SCALE 1 :3 55 [216 in] 4 [16 in] C 1773 [69 13/16 in] 35 [18 in] 35 [18 in] MN 55 [216 in] LO U") 4[16 in] 013 THRU TYP [02 in THRU TYP] 147001-01773 Strut, PVMax3, 55x55, Rear, With Holes, L = 1773 mm 25° SCALE 1 :3 2490 [981/16 in]"L;; 55 [216 in] 1990 [78 3/8 in] ML 55 [2 16 in] a s LO s N LO [216 [18 in] 35 [18 in] Lo 4 [16 in] 35 [1$ in] 35 [1$ in] "' 4 [16 in] 5613 THRU TYP[062 in THRU TYP] 147001-01990 Strut, PVMax3, 55x55, Rear, With Holes, L = 1990 mm 30° SCALE 1 :3 013 THRU TYP [02 in THRU TYP] 35 [18 in] 630 [24 13/16 in] X013 THRU TYP [02 in THRU TYP] 147001-02490 Strut, PVMax3, 55x55, Diagonal, With Holes, L = 2490 mm SCALE 1 :3 ME 55 [216 in] 35 [18 in] U') 4 [16 in] 147001-00630 Strut, PVMax3, 55x55, Front, With Holes, L = 630 mm SCALE 1 :3 PARTS LIST ITEM PART NUMBER QTY DESCRIPTION 1 119024-00178 3 Threaded Rod,1/2in-13 UNC, 304 SS, Grade B8, L=178mm 2 147003-020 2 Base, PVMax3, Univ, 5 Holes, 2 Slots, Pre -Assembly 3 943919-122 3 Nut, 1/2" -13 UNC, ASME-B18.2.2, 316 SS 4 943929-030 3 Washer, Flat, 1/2", ASME - B18.21.1 A -W, 304 SS 5 147005-000 6 Claw, Base, PVMax3 6 943612-100 3 Screw, Hex Head, M12x100mm, DIN 931, 304 SS 7 943912-012 3 Nut, Flange, Serrated, M12, DIN 6923, 316 SS DETAIL REAR f SCALE 1 : Project Site: Schletter Inc 1001 Commerce Center Dr Shelby, NC 28150 Drawing Number: v.01 JOB NUMBER: v SHEET: 2 of 4 SCALE: SEE DRAWING VIEWS ►T Al 11 Al Ui ,1600 3�s817361. e 1nI -'038 � 8 000019-779 - PvMax, 72 Cell, Girder Assembly, No Rear SCALE 1 : 10 N0. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: 0 BushBr 9/27/2014 New Drawing 1 BushBr 3/12/2015 Notes, embedments New Tables, and Sheets 2 BushBr 11/5/2015 Change Ballast Size, Max Dead Load, Add 2015 3 Bushbr 11/18/2015 Change Ballast Size 4 Vas Hu 08/01/2016 Updated Load Tables 5 6 Client: Schletter Inc 2201 North Forbes Boulevard Tucson, AZ 85745 DETAIL F SCALE 1 :5 7 1 FSCHLETTER 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER. US 000019-779 - PvMax, 72 Cell, Girder Assembly, No Rear EXPLODED VIEW SCALE 1 : 10 Standard PvMax, 72 Cell, 200 - 300 Racking Structure Details and Parts List ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL Project Site: Schletter Inc 1001 Commerce Center Dr Shelby, NC 28150 PARTS LIST ITEM PART NUMBER QTY DESCRIPTION 1 147001-00630 1 Strut, PVMax3, 55x55, Front, With Holes, L = 630 mm 2 147001-02490 1 Strut, PVMax3, 55x55, Diagonal, With Holes, L = 2490 mm 3 147004-001 1 Connector, Strut, PVMax3, Front 4 147004-002 1 Connector, Strut, PVMax3, Rear 5 943612-080 3 Screw, Hex Head, M12x80mm, DIN 931, 304 SS 6 943921-012 3 Washer, M12, DIN 125,304 SS 7 124500-03600 1 Rail, BFO, L = 3600 mm 8 943912-012 3 Nut, Flange, Serrated, M12, DIN 6923, 316 SS 9 943610-025 24 Screw, Hex Head, M1Ox25mm, DIN 933, 304 SS 10 943914-010 24 Nut, Square, M10, DIN 557, 316 SS 11 129010-001 24 Klick1n, M10 12 146001-000 4 Mounting Clamp, Locking, L=80mm 13 146001-002 4 Mounting Clamp, Open, L=80mm DETAIL G SCALE 1 :5 G Drawing Number: v.01 JOB NUMBER: v SCALE: SHEET: 3 of 4 SEE DRAWING VIEWS Al 11 Al CJI Slope Factor By Tilt Tilt Cs 15° 1.00 20° 0.91 25° 0.82 30* 0.73 35Q 0.64 N0. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: 0 BushBr 9/27/2014 New Drawing 1 BushBr 3/12/2015 Notes, embedments New Tables, and Sheets 2 BushBr 11/5/2015 Change Ballast Size, Max Dead Load, Add 2015 3 BushBr 11/18/2015 Change Ballast Size 4 Vas Hu 08/01/2016 Updated Load Tables 5 6 Client: Schletter Inc 2201 North Forbes Boulevard Tucson, AZ 85745 1.1 3.2 13 14 ASCE 7-05 WI SEISMIC DESIGN ASCE 7 -fly TILT MAX WIND GROUND SNOW TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0.00 PSF 12.25 FT 0 PSF 0.00 PSF 12.50 FT 0.94 KIP 3.24 KIP 0.00 KIP 5.56 KIP 3.99 KIP 2.53 KIP 29 IN (2) #5 10 PSF 6.87 PSF 12.50 FT 0.94 KIP 3.64 KIP 0.01 KIP 5.56 KIP 4.43 KIP 2.53 KIP 29 IN (2) #5 113.75 PSF 85 MPH 20 PSF 113.75 PSF 11.00 FT 0.82 KIP 3.92 KIP 0.02 KIP 4.87 KIP 4.46 KIP 2.22 KIP 26 IN (2) #5 30 PSF 20.62 PSF 9.25 FT 0.68 KIP 4.23 KIP 0.02 KIP 4.07 KIP 4.74 KIP 1.85 KIP 22 IN (1) #5 40 PSF 27.49 PSF 8.00 FT 0.58 KIP 4.46 KIP 0.02 KIP 3.49 KIP 4.94 KIP 1.58 KIP 19 IN (1) #5 34.36 PSF 5.25 FT 50 PSF 34.36 PSF 7.00 FT 0.50 KIP 4.59 KIP 0.01 KIP 3.02 KIP 5.03 KIP 1.37 KIP 16 IN (1) #5 60 PSF 41.42 PSF 6.25 FT 0.44 KIP 4.70 KIP 0.01 KIP 2.66 KIP 5.10 KIP 1.21 KIP 14 IN (1) #5 0.00 PSF 11.75 FT 0 PSF 0.00 PSF 11.75 FT 1.02 KIP 3.35 KIP 0.00 KIP 5.88 KIP 4.13 KIP 2.66 KIP 31 IN (2) #5 6.87 PSF 90 MPH 10 PSF 6.87 PSF 11.75 FT 1.02 KIP 3.73 KIP 0.01 KIP 5.88 KIP 4.54 KIP 2.66 KIP 31 IN (2) #5 20 PSF 13.75 PSF 11.00 FT 0.95 KIP 4.06 KIP 0.02 KIP 5.49 KIP 4.64 KIP 2.49 KIP 29 IN (2) #5 30 PSF 20.62 PSF 9.00 FT 0.76 KIP 4.23 KIP 0.02 KIP 4.46 KIP 4.75 KIP 2.02 KIP 24 IN (2) #5 27.49 PSF 5.75 FT 40 PSF 27.49 PSF 7.75 FT 0.65 KIP 4.42 KIP 0.01 KIP 3.80 KIP 4.90 KIP 1.72 KIP 20 IN (1) #5 50 PSF 34.36 PSF 6.75 FT 0.56 KIP 4.51 KIP 0.01 KIP 3.27 KIP 4.94 KIP 1.48 KIP 18 IN (1) #5 60 PSF 41.42 PSF 6.25 FT 0.51 KIP 4.78 KIP 0.01 KIP 3.01 KIP 5.20 KIP 1.35 KIP 16 IN (1) #5 0.00 PSF 10.50 FT 0 PSF 0.00 PSF 10.50 FT 1.17 KIP 3.59 KIP 0.00 KIP 6.52 KIP 4.43 KIP 2.93 KIP 34 IN (2) #5 10 PSF 6.87 PSF 10.00 FT 1.11 KIP 3.73 KIP 0.01 KIP 6.20 KIP 4.55 KIP 2.79 KIP 33 IN (2) #5 20 PSF 13.75 PSF 9.50 FT 1.05 KIP 3.84 KIP 0.01 KIP 5.87 KIP 4.64 KIP 2.64 KIP 31 IN (2) #5 20.62 PSF 100 MPH 30 PSF 20.62 PSF 8.50 FT 0.93 KIP 4.23 KIP 0.01 KIP 5.22 KIP 4.77 KIP 2.35 KIP 28 IN (2) #5 40 PSF 27.49 PSF 7.50 FT 0.81 KIP 4.48 KIP 0.01 KIP 4.57 KIP 4.99 KIP 2.05 KIP 24 IN (2) #5 34.36 PSF 5.25 FT 50 PSF 34.36 PSF 6.50 FT 0.69 KIP 4.51 KIP 0.01 KIP 3.91 KIP 4.96 KIP 1.75 KIP 21 IN (1) #5 60 PSF 41.42 PSF 6.00 FT 0.64 KIP 4.74 KIP 0.01 KIP 3.58 KIP 5.17 KIP 1.60 KIP 19 IN (1) #5 200 110 MPH 0 PSF 0.00 PSF 9.00 FT 1.24 KIP 3.62 KIP 0.00 KIP 6.76 KIP 4.47 KIP 3.02 KIP 36 IN (3) #5 10 PSF 6.87 PSF 8.75 FT 1.20 KIP 3.80 KIP 0.01 KIP 6.56 KIP 4.64 KIP 2.93 KIP 35 IN 2 #5 20 PSF 113.75 PSF 8.25 FT 1.13 KIP 3.84 KIP 0.01 KIP 6.16 KIP 4.64 KIP 2.75 KIP 33 IN (2) #5 30 PSF 120.62 PSF 8.00 FT 1.09 KIP 4.22 KIP 0.01 KIP 5.97 KIP 4.78 KIP 2.66 KIP 32 IN (2) #5 40 PSF 27.49 PSF 7.00 FT 0.94 KIP 4.38 KIP 0.01 KIP 5.17 KIP 4.90 KIP 2.30 KIP 27 IN (2) #5 134.36 PSF 5.25 FT 50 PSF 34.36 PSF 6.25 FT 0.83 KIP 4.52 KIP 0.01 KIP 4.56 KIP 4.98 KIP 2.03 KIP 24 IN (2) #5 60 PSF 41.42 PSF 5.75 FT 0.76 KIP 4.71 KIP 0.01 KIP 4.15 KIP 5.14 KIP 1.84 KIP 22 IN (1) #5 0.00 PSF 7.75 FT 0 PSF 0.00 PSF 7.75 FT 1.29 KIP 3.63 KIP 0.00 KIP 6.90 KIP 4.47 KIP 3.06 KIP 37 IN (3) #5 10 PSF 16.87 PSF 7.75 FT 1.29 KIP 3.87 KIP 0.00 KIP 6.90 KIP 4.73 KIP 3.06 KIP 37 IN (3) #5 20 PSF 13.75 PSF 7.50 FT 1.24 KIP 3.98 KIP 0.01 KIP 6.66 KIP 4.82 KIP 2.96 KIP 35 IN (2) #5 20.62 PSF 120 MPH 30 PSF 20.62 PSF 7.25 FT 1.20 KIP 4.07 KIP 0.01 KIP 6.42 KIP 4.89 KIP 2.85 KIP 34 IN (2) #5 40 PSF 27.49 PSF 6.75 FT 1.11 KIP 4.44 KIP 0.01 KIP 5.94 KIP 4.99 KIP 2.63 KIP 32 IN (2) #5 50 PSF 34.36 PSF 6.00 FT 0.97 KIP 4.52 KIP 0.01 KIP 5.21 KIP 5.01 KIP 2.30 KIP 28 IN (2) #5 41.42 PSF 4.75 FT 60 PSF 41.42 PSF 5.50 FT 0.88 KIP 4.67 KIP 0.01 KIP 4.73 KIP 5.11 KIP 2.08 KIP 25 IN (2) #5 0.00 PSF 6.75 FT 0 PSF 0.00 PSF 6.50 FT 1.27 KIP 3.49 KIP 0.00 KIP 6.71 KIP 4.28 KIP 2.96 KIP 36 IN (3) #5 10 PSF 6.87 PSF 6.50 FT 1.27 KIP 3.69 KIP 0.00 KIP 6.71 KIP 4.49 KIP 2.96 KIP 36 IN (3) #5 13.75 PSF 130 MPH 20 PSF 13.75 PSF 6.50 FT 1.27 KIP 3.89 KIP 0.01 KIP 6.71 KIP 4.71 KIP 2.96 KIP 36 IN (3) #5 30 PSF 20.62 PSF 6.50 FT 1.27 KIP 4.10 KIP 0.01 KIP 6.71 KIP 4.93 KIP 2.96 KIP 36 IN (3) #5 40 PSF 27.49 PSF 6.25 FT 1.22 KIP 4.32 KIP 0.01 KIP 6.43 KIP 4.93 KIP 2.83 KIP 34 IN (2) #5 134.36 PSF 5.25 FT 50 PSF 34.36 PSF 5.75 FT 1.11 KIP 4.53 KIP 0.01 KIP 5.86 KIP 1 5.03 KIP 12.57 KIP 31 IN (2) #5 60 PSF 41.42 PSF 5.25 FT 1.01 KIP 4.63 KIP 0.01 KIP 5.28 KIP 1 5.07 KIP 12.31 KIP 29 IN (2) #5 3.59 KIP 0.29 KIP 6.88 KIP 4.41 KIP 3.05 KIP 40 IN (3) #5 10 PSF 6.87 PSF 7.00 FT 1.30 KIP 3.81 KIP 0.29 KIP 6.88 KIP 4.65 KIP 3.05 KIP 40 IN (3) #5 20 PSF 13.75 PSF 7.00 FT 1.30 KIP 4.03 KIP 0.29 KIP 6.88 KIP 4.88 KIP 3.05 KIP 40 IN 3 #5 30 PSF 20.62 PSF 6.75 FT 11.25 KIP 4.09 KIP 0.28 KIP 6.62 KIP 4.92 KIP 2.93 KIP 38 IN (3) #5 40 PSF 27.49 PSF 5.75 FT 1.05 KIP 3.88 KIP 0.60 KIP 5.54 KIP 4.33 KIP 2.44 KIP 32 IN (2) #5 50 PSF 34.36 PSF 5.25 FT 0.95 KIP 4.04 KIP 0.64 KIP 4.99 KIP 4.44 KIP 2.19 KIP 29 IN (2) #5 ASCE 7-10 60 PSF 141.42 PSF 4.75 FT 0.85 KIP 4.09 KIP TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0 PSF 0.00 PSF 12.25 FT 0.97 KIP 3.30 KIP 0.00 KIP 5.71 KIP 4.06 KIP 2.59 KIP 29 IN (2) #5 10 PSF 6.87 PSF 12.00 FT 0.95 KIP 3.62 KIP 0.01 KIP 5.59 KIP 4.40 KIP 2.54 KIP 28 IN (2) #5 20 PSF 13.75 PSF 11.00 FT 0.87 KIP 3.97 KIP 0.02 KIP 5.11 KIP 4.53 KIP 2.32 KIP 26 IN (2) #5 110 MPH 30 PSF 20.62 PSF 9.25 FT 0.72 KIP 4.28 KIP 0.02 KIP 4.27 KIP 4.80 KIP 1.94 KIP 22 IN (1) #5 40 PSF 27.49 PSF 8.00 FT 0.62 KIP 4.50 KIP 0.02 KIP 3.66 KIP 4.99 KIP 1.66 KIP 19 IN (1) #5 50 PSF 34.36 PSF 7.00 FT 0.53 KIP 4.62 KIP 0.01 KIP 3.17 KIP 5.07 KIP 1.43 KIP 16 IN (1) #5 60 PSF 41.42 PSF 6.25 FT 0.47 KIP 4.73 KIP 0.01 KIP 2.80 KIP 5.14 KIP 1.26 KIP 14 IN (1) #5 0 PSF 0.00 PSF 11.75 FT 1.04 KIP 3.41 KIP 0.00 KIP 6.00 KIP 4.20 KIP 2.72 KIP 30 IN (2) #5 10 PSF 6.87 PSF 11.50 FT 1.02 KIP 3.71 KIP 0.01 KIP 5.87 KIP 4.51 KIP 2.66 KIP 30 IN (2) #5 115 MPH 20 PSF 13.75 PSF 10.75 FT 0.95 KIP 4.00 KIP 0.02 KIP 5.48 KIP 4.58 KIP 2.48 KIP 28 IN (2) #5 30 PSF 20.62 PSF 9.00 FT 0.78 KIP 4.25 KIP 0.02 KIP 4.55 KIP 4.78 KIP 2.06 KIP 23 IN (1) #5 40 PSF 27.49 PSF 7.75 FT 0.67 KIP 4.43 KIP 0.01 KIP 3.88 KIP 4.92 KIP 1.75 KIP 20 IN (1) #5 50 PSF 34.36 PSF 6.75 FT 0.57 KIP 4.52 KIP 0.01 KIP 3.34 KIP 4.96 KIP 1.51 KIP 17 IN (1) #5 60 PSF 41.42 PSF 6.25 FT 0.53 KIP 4.80 KIP 0.01 KIP 3.07 KIP 5.22 KIP 1.38 KIP 16 IN (1) #5 0 PSF 0.00 PSF 10.25 FT 1.21 KIP 3.67 KIP 0.00 KIP 6.73 KIP 4.53 KIP 3.02 KIP 34 IN (2) #5 10 PSF 6.87 PSF 9.75 FT 1.15 KIP 3.80 KIP 0.01 KIP 6.39 KIP 4.64 KIP 2.87 KIP 32 IN (2) #5 20 PSF 13.75 PSF 9.25 FT 1.09 KIP 3.89 KIP 0.01 KIP 6.04 KIP 4.71 KIP 2.71 KIP 31 IN (2) #5 130 MPH 30 PSF 20.62 PSF 8.50 FT 0.99 KIP 4.30 KIP 0.01 KIP 5.53 KIP 4.86 KIP 2.48 KIP 28 IN (2) #5 40 PSF 27.49 PSF 7.25 FT 0.84 KIP 4.38 KIP 0.01 KIP 4.66 KIP 4.88 KIP 2.09 KIP 24 IN (2) #5 50 PSF 34.36 PSF 6.50 FT 0.74 KIP 4.56 KIP 0.01 KIP 4.14 KIP 5.03 KIP 1.85 KIP 21 IN (1) #5 60 PSF 41.42 PSF 6.00 FT 0.68 KIP 4.79 KIP 0.01 KIP 3.79 KIP 5.23 KIP 1.69 KIP 19 IN (1) #5 200 0 PSF 0.00 PSF 9.00 FT 1.26 KIP 3.66 KIP 0.00 KIP 6.84 KIP 4.52 KIP 3.06 KIP 35 IN (2) #5 10 PSF 6.87 PSF 8.75 FT 1.22 KIP 3.84 KIP 0.01 KIP 6.64 KIP 4.69 KIP 2.97 KIP 34 IN (2) #5 140 MPH 20 PSF 13.75 PSF 8.25 FT 1.14 KIP 3.87 KIP 0.01 KIP 6.24 KIP 4.69 KIP 2.79 KIP 32 IN (2) #5 30 PSF 20.62 PSF 8.00 FT 1.11 KIP 4.24 KIP 0.01 KIP 6.04 KIP 4.81 KIP 2.70 KIP 31 IN (2) #5 40 PSF 27.49 PSF 7.00 FT 0.96 KIP 4.40 KIP 0.01 KIP 5.23 KIP 4.91 KIP 2.33 KIP 27 IN (2) #5 50 PSF 34.36 PSF 6.25 FT 0.85 KIP 4.53 KIP 0.01 KIP 4.62 KIP 5.00 KIP 2.05 KIP 24 IN (2) #5 60 PSF 41.42 PSF 5.75 FT 0.77 KIP 4.72 KIP 0.01 KIP 4.21 KIP 5.16 KIP 1.86 KIP 22 IN (1) #5 0 PSF 0.00 PSF 8.00 FT 1.30 KIP 3.67 KIP 0.00 KIP 6.96 KIP 4.52 KIP 3.10 KIP 35 IN (2) #5 150 MPH 10 PSF 6.87 PSF 8.00 FT 1.30 KIP 3.92 KIP 0.01 KIP 6.96 KIP 4.80 KIP 3.10 KIP 35 IN (2) #5 20 PSF 13.75 PSF 7.50 FT 1.21 KIP 3.91 KIP 0.01 KIP 6.50 KIP 4.73 KIP 2.89 KIP 33 IN (2) #5 30 PSF 20.62 PSF 7.25 FT 1.17 KIP 4.02 KIP 0.01 KIP 6.27 KIP 4.81 KIP 2.78 KIP 32 IN (2) #5 40 PSF 27.49 PSF 6.75 FT 1.08 KIP 4.41 KIP 0.01 KIP 5.80 KIP 4.94 KIP 2.57 KIP 30 IN (2) #5 50 PSF 34.36 PSF 6.25 FT 0.99 KIP 4.69 KIP 0.01 KIP 5.33 KIP 5.20 KIP 2.36 KIP 27 IN (2) #5 60 PSF 41.42 PSF 5.50 FT 0.86 KIP 4.64 KIP 0.01 KIP 4.61 KIP 5.07 KIP 2.03 KIP 24 IN (2) #5 160 MPH 0 PSF 0.00 PSF 7.00 FT 1.30 KIP 3.59 KIP 0.00 KIP 6.88 KIP 4.41 KIP 3.05 KIP 35 IN (2) #5 10 PSF 6.87 PSF 7.00 FT 1.30 KIP 3.81 KIP 0.00 KIP 6.88 KIP 4.65 KIP 3.05 KIP 35 IN (2) #5 20 PSF 13.75 PSF 7.00 FT 1.30 KIP 4.03 KIP 0.01 KIP 6.88 KIP 4.88 KIP 3.05 KIP 35 IN 2 #5 30 PSF 20.62 PSF 6.75 FT 1.25 KIP 4.09 KIP 0.01 KIP 6.62 KIP 4.92 KIP 2.93 KIP 34 IN (2) #5 40 PSF 27.49 PSF 6.50 FT 1.20 KIP 4.42 KIP 0.01 KIP 6.35 KIP 4.97 KIP 2.80 KIP 32 IN (2) #5 50 PSF 34.36 PSF 6.00 FT 1.10 KIP 4.66 KIP 0.01 KIP 5.81 KIP 5.18 KIP 2.56 KIP 30 IN (2) #5 60 PSF 141.42 PSF 5.50 FT 1.00 KIP 4.80 KIP 0.01 KIP 5.26 KIP 5.26 KIP 2.31 KIP 1 27 IN (2) #5 N0. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: 0 BushBr 9/27/2014 New Drawing 1 BushBr 3/12/2015 Notes, embedments New Tables, and Sheets 2 BushBr 11/5/2015 Change Ballast Size, Max Dead Load, Add 2015 3 BushBr 11/18/2015 Change Ballast Size 4 Vas Hu 08/01/2016 Updated Load Tables 5 6 Client: Schletter Inc 2201 North Forbes Boulevard Tucson, AZ 85745 1.1 3.2 13 14 17SCHLETTER 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER. US Standard PvMax, 72 Cell, 200 - 300 Racking Structure Snow, Wind, Alignment, Tables, 20° ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL Project Site: Schletter Inc 1001 Commerce Center Dr Shelby, NC 28150 Drawing Number: v.01 JOB NUMBER: v SHEET: 4a of 4 SCALE: SEE DRAWING VIEWS ASCE 7-05 WI SEISMIC DESIGN TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0 PSF 0.00 PSF 12.25 FT 0.92 KIP 3.18 KIP 0.45 KIP 5.44 KIP 3.91 KIP 2.48 KIP 29 IN (2) #5 10 PSF 6.87 PSF 12.25 FT 0.92 KIP 3.57 KIP 0.45 KIP 5.44 KIP 4.34 KIP 2.48 KIP 29 IN (2) #5 20 PSF 13.75 PSF 11.00 FT 0.87 KIP 3.97 KIP 0.42 KIP 5.11 KIP 4.53 KIP 2.32 KIP 30 IN 85 MPH 20 PSF 113.75 PSF 11.00 FT 0.82 KIP 3.92 KIP 0.42 KIP 4.87 KIP 4.46 KIP 2.22 KIP 261N (2) #5 30 PSF 20.62 PSF 9.25 FT 0.68 KIP 4.23 KIP 0.36 KIP 4.07 KIP 4.74 KIP 1.85 KIP 22 IN (1) #5 40 PSF 27.49 PSF 5.75 FT 0.40 KIP 3.16 KIP 0.60 KIP 2.43 KIP 3.43 KIP 1.10 KIP 23 IN (1) #5 50 PSF 34.36 PSF 5.25 FT 0.38 KIP 3.41 KIP 0.64 KIP 2.29 KIP 3.66 KIP 1.03 KIP 24 IN (2) #5 50 PSF 34.36 PSF 5.25 FT 0.36 KIP 3.39 KIP 0.64 KIP 2.18 KIP 3.63 KIP 0.99 KIP 23 IN (1) #5 60 PSF 41.42 PSF 4.75 FT 0.37 KIP 3.50 KIP 0.66 KIP 1.94 KIP 3.71 KIP 0.87 KIP 241N (2) #5 0 PSF 0.00 PSF 11.75 FT 1.02 KIP 3.35 KIP 0.43 KIP 5.88 KIP 4.13 KIP 2.66 KIP 31 IN (2) #5 90 MPH 10 PSF 6.87 PSF 11.75 FT 1.02 KIP 3.73 KIP 0.44 KIP 5.88 KIP 4.54 KIP 2.66 KIP 31 IN (2) #5 20 PSF 13.75 PSF 11.00 FT 0.95 KIP 4.06 KIP 0.42 KIP 5.49 KIP 4.64 KIP 2.49 KIP 29 IN (2) #5 30 PSF 20.62 PSF 9.00 FT 0.76 KIP 4.23 KIP 0.35 KIP 4.46 KIP 4.75 KIP 2.02 KIP 241N (2) #5 10.75 FT 0.95 KIP 40 PSF 27.49 PSF 5.75 FT 0.47 KIP 3.23 KIP 0.60 KIP 2.74 KIP 3.52 KIP 1.23 KIP 23 IN (1) #5 50 PSF 34.36 PSF 5.25 FT 0.42 KIP 3.45 KIP 0.64 KIP 2.46 KIP 3.71 KIP 1.11 KIP 23 IN (1) #5 60 PSF 41.42 PSF 4.75 FT 0.37 KIP 3.56 KIP 0.66 KIP 2.19 KIP 3.78 KIP 0.98 KIP 241N (2) #5 5.25 FT 0.43 KIP 0 PSF 0.00 PSF 10.50 FT 1.17 KIP 3.59 KIP 0.40 KIP 6.52 KIP 4.43 KIP 2.93 KIP 34 IN (2) #5 10 PSF 6.87 PSF 10.00 FT 1.11 KIP 3.73 KIP 0.38 KIP 6.20 KIP 4.55 KIP 2.79 KIP 331N (2) #5 20 PSF 13.75 PSF 9.50 FT 1.05 KIP 3.84 KIP 0.37 KIP 5.87 KIP 4.64 KIP 2.64 KIP 31 IN (2) #5 3.67 KIP 100 MPH 30 PSF 20.62 PSF 8.50 FT 0.93 KIP 4.23 KIP 0.34 KIP 5.22 KIP 4.77 KIP 2.35 KIP 28 IN (2) #5 40 PSF 27.49 PSF 5.75 FT 0.61 KIP 3.39 KIP 0.60 KIP 3.41 KIP 3.71 KIP 1.52 KIP 23 IN (1) #5 6.39 KIP 4.64 KIP 50 PSF 34.36 PSF 5.25 FT 0.55 KIP 3.59 KIP 0.64 KIP 3.07 KIP 3.89 KIP 1.37 KIP 23 IN (1) #5 60 PSF 141.42 PSF 4.75 FT 0.49 KIP 3.69 KIP 0.66 KIP 2.73 KIP 3.94 KIP 1.21 KIP 241N (2) #5 200 110 MPH 0 PSF 0.00 PSF 9.25 FT 1.27 KIP 3.73 KIP 0.36 KIP 6.95 KIP 4.60 KIP 3.11 KIP 371N (3) #5 10 PSF 6.87 PSF 8.75 FT 1.20 KIP 3.80 KIP 0.34 KIP 6.56 KIP 4.64 KIP 2.93 KIP 351N 2 #5 20 PSF 13.75 PSF 8.25 FT 1.13 KIP 3.84 KIP 0.33 KIP 6.16 KIP 4.64 KIP 2.75 KIP 331N (2) #5 30 PSF 20.62 PSF 8.00 FT 1.09 KIP 4.22 KIP 0.32 KIP 5.97 KIP 4.78 KIP 2.66 KIP 32 IN (2) #5 40 PSF 27.49 PSF 5.75 FT 0.76 KIP 3.56 KIP 0.60 KIP 4.15 KIP 3.93 KIP 1.84 KIP 23 IN (1) #5 (2) #5 200 50 PSF 134.36 PSF 5.25 FT 0.69 KIP 3.75 KIP 0.64 KIP 3.74 KIP 4.08 KIP 1.65 KIP 23 IN 1 (1) #5 60 PSF 41.42 PSF 4.75 FT 0.61 KIP 3.83 KIP 0.66 KIP 3.33 KIP 4.11 KIP 1.46 KIP 241N (2) #5 (3) #5 0 PSF 0.00 PSF 7.75 FT 1.29 KIP 3.63 KIP 0.31 KIP 6.90 KIP 4.47 KIP 3.06 KIP 371N (3) #5 10 PSF 6.87 PSF 7.75 FT 1.29 KIP 3.87 KIP 0.31 KIP 6.90 KIP 4.73 KIP 3.06 KIP 371N (3) #5 20 PSF 13.75 PSF 7.50 FT 1.24 KIP 3.98 KIP 0.30 KIP 6.66 KIP 4.82 KIP 2.96 KIP 351N (2) #5 (2) #5 120 MPH 30 PSF 20.62 PSF 7.25 FT 1.20 KIP 4.07 KIP 0.30 KIP 6.42 KIP 4.89 KIP 2.85 KIP 34 IN (2) #5 40 PSF 27.49 PSF 5.75 FT 0.93 KIP 3.75 KIP 0.60 KIP 4.97 KIP 4.16 KIP 2.19 KIP 261N (2) #5 50 PSF 34.36 PSF 5.25 FT 0.84 KIP 3.92 KIP 0.64 KIP 4.48 KIP 4.29 KIP 1.97 KIP 241N (2) #5 0 PSF 60 PSF 41.42 PSF 4.75 FT 0.75 KIP 3.98 KIP 0.66 KIP 3.98 KIP 4.30 KIP 1.74 KIP 241N (2) #5 150 MPH 10 PSF 0 PSF 0.00 PSF 6.75 FT 1.33 KIP 3.63 KIP 0.28 KIP 7.00 KIP 4.46 KIP 3.09 KIP 371N (3) #5 10 PSF 6.87 PSF 6.75 FT 1.33 KIP 3.84 KIP 0.28 KIP 7.00 KIP 4.69 KIP 3.09 KIP 371N (3) #5 (3) #5 130 MPH 20 PSF 13.75 PSF 6.75 FT 1.33 KIP 4.05 KIP 0.28 KIP 7.00 KIP 4.91 KIP 3.09 KIP 371N (3) #5 30 PSF 20.62 PSF 6.50 FT 1.27 KIP 4.10 KIP 0.27 KIP 6.71 KIP 4.93 KIP 2.96 KIP 36 IN (3) #5 40 PSF 27.49 PSF 5.75 FT 1.11 KIP 3.96 KIP 0.60 KIP 5.86 KIP 4.48 KIP 2.57 KIP 31 IN (2) #5 60 PSF 50 PSF 134.36 PSF 5.25 FT 1.01 KIP 4.11 KIP 0.64 KIP 5.28 KIP 1 4.52 KIP 12.31 KIP 1 29 IN (2) #5 60 PSF 141.42 PSF 14.75 FT 0.90 KIP 4.15 KIP 0.66 KIP 4.69 KIP 1 4.50 KIP 2.05 KIP 1 26 IN (2) #5 17SCHLETTER 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER. US Standard PvMax, 72 Cell, 200 - 300 Racking Structure Snow, Wind, Alignment, Tables, 20° ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL Project Site: Schletter Inc 1001 Commerce Center Dr Shelby, NC 28150 Drawing Number: v.01 JOB NUMBER: v SHEET: 4a of 4 SCALE: SEE DRAWING VIEWS ASCE 7-10 WI SEISMIC DESIGN TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0 PSF 0.00 PSF 12.25 FT 0.97 KIP 3.30 KIP 0.45 KIP 5.71 KIP 4.06 KIP 2.59 KIP 33 IN (2) #5 10 PSF 6.87 PSF 12.00 FT 0.95 KIP 3.62 KIP 0.44 KIP 5.59 KIP 4.40 KIP 2.54 KIP 32 IN (2) #5 20 PSF 13.75 PSF 11.00 FT 0.87 KIP 3.97 KIP 0.42 KIP 5.11 KIP 4.53 KIP 2.32 KIP 30 IN (2) #5 110 MPH 30 PSF 20.62 PSF 9.25 FT 0.72 KIP 4.28 KIP 0.36 KIP 4.27 KIP 4.80 KIP 1.94 KIP 25 IN (2) #5 40 PSF 27.49 PSF 5.75 FT 0.43 KIP 3.19 KIP 0.60 KIP 2.55 KIP 3.46 KIP 1.15 KIP 23 IN (1) #5 50 PSF 34.36 PSF 5.25 FT 0.38 KIP 3.41 KIP 0.64 KIP 2.29 KIP 3.66 KIP 1.03 KIP 24 IN (2) #5 60 PSF 41.42 PSF 4.75 FT 0.37 KIP 3.53 KIP 0.66 KIP 2.04 KIP 3.74 KIP 0.91 KIP 24 IN (2) #5 0 PSF 0.00 PSF 11.75 FT 1.04 KIP 3.41 KIP 0.43 KIP 6.00 KIP 4.20 KIP 2.72 KIP 35 IN (2) #5 10 PSF 6.87 PSF 11.50 FT 1.02 KIP 3.71 KIP 0.43 KIP 5.87 KIP 4.51 KIP 2.66 KIP 34 IN (2) #5 115 MPH 20 PSF 13.75 PSF 10.75 FT 0.95 KIP 4.00 KIP 0.41 KIP 5.48 KIP 4.58 KIP 2.48 KIP 32 IN (2) #5 30 PSF 20.62 PSF 9.00 FT 0.78 KIP 4.25 KIP 0.35 KIP 4.55 KIP 4.78 KIP 2.06 KIP 27 IN (2) #5 40 PSF 27.49 PSF 5.75 FT 0.48 KIP 3.25 KIP 0.60 KIP 2.79 KIP 3.54 KIP 1.26 KIP 23 IN (1) #5 50 PSF 34.36 PSF 5.25 FT 0.43 KIP 3.46 KIP 0.64 KIP 2.52 KIP 3.73 KIP 1.13 KIP 24 IN (2) #5 60 PSF 41.42 PSF 4.75 FT 0.38 KIP 3.57 KIP 0.66 KIP 2.24 KIP 3.80 KIP 1.00 KIP 24 IN (2) #5 0 PSF 0.00 PSF 10.25 FT 1.21 KIP 3.67 KIP 0.39 KIP 6.73 KIP 4.53 KIP 3.02 KIP 39 IN (3) #5 10 PSF 6.87 PSF 9.75 FT 1.15 KIP 3.80 KIP 0.37 KIP 6.39 KIP 4.64 KIP 2.87 KIP 37 IN (3) #5 20 PSF 13.75 PSF 9.25 FT 1.09 KIP 3.89 KIP 0.36 KIP 6.04 KIP 4.71 KIP 2.71 KIP 35 IN (2) #5 130 MPH 30 PSF 20.62 PSF 8.50 FT 0.99 KIP 4.30 KIP 0.34 KIP 5.53 KIP 4.86 KIP 2.48 KIP 32 IN (2) #5 40 PSF 27.49 PSF 5.75 FT 0.65 KIP 3.43 KIP 0.60 KIP 3.61 KIP 3.77 KIP 1.61 KIP 23 IN (1) #5 50 PSF 34.36 PSF 5.25 FT 0.58 KIP 3.64 KIP 0.64 KIP 3.25 KIP 3.94 KIP 1.44 KIP 24 IN (2) #5 60 PSF 41.42 PSF 4.75 FT 0.52 KIP 3.73 KIP 0.66 KIP 2.89 KIP 3.98 KIP 1.28 KIP 24 IN (2) #5 200 0 PSF 0.00 PSF 9.00 FT 1.26 KIP 3.66 KIP 0.35 KIP 6.84 KIP 4.52 KIP 3.06 KIP 40 IN (3) #5 10 PSF 6.87 PSF 8.75 FT 1.22 KIP 3.84 KIP 0.34 KIP 6.64 KIP 4.69 KIP 2.97 KIP 39 IN (3) #5 140 MPH 20 PSF 13.75 PSF 8.25 FT 1.14 KIP 3.87 KIP 0.33 KIP 6.24 KIP 4.69 KIP 2.79 KIP 36 IN (3) #5 30 PSF 20.62 PSF 8.00 FT 1.11 KIP 4.24 KIP 0.32 KIP 6.04 KIP 4.81 KIP 2.70 KIP 35 IN (2) #5 40 PSF 27.49 PSF 5.75 FT 0.77 KIP 3.57 KIP 0.60 KIP 4.21 KIP 3.94 KIP 1.86 KIP 25 IN (2) #5 50 PSF 134.36 PSF 5.25 FT 0.70 KIP 3.76 KIP 0.64 KIP 3.79 KIP 4.10 KIP 1.67 KIP 24 IN (2) #5 60 PSF 41.42 PSF 4.75 FT 0.62 KIP 3.84 KIP 0.66 KIP 3.37 KIP 4.12 KIP 1.48 KIP 24 IN (2) #5 0 PSF 0.00 PSF 8.00 FT 1.30 KIP 3.67 KIP 0.32 KIP 6.96 KIP 4.52 KIP 3.10 KIP 40 IN (3) #5 150 MPH 10 PSF 6.87 PSF 8.00 FT 1.30 KIP 3.92 KIP 0.32 KIP 6.96 KIP 4.80 KIP 3.10 KIP 40 IN (3) #5 20 PSF 13.75 PSF 7.50 FT 1.21 KIP 3.91 KIP 0.30 KIP 6.50 KIP 4.73 KIP 2.89 KIP 38 IN (3) #5 30 PSF 20.62 PSF 7.25 FT 1.17 KIP 4.02 KIP 0.30 KIP 6.27 KIP 4.81 KIP 2.78 KIP 36 IN (3) #5 40 PSF 27.49 PSF 5.75 FT 0.90 KIP 3.72 KIP 0.60 KIP 4.85 KIP 4.13 KIP 2.14 KIP 28 IN (2) #5 50 PSF 34.36 PSF 5.25 FT 0.82 KIP 3.90 KIP 0.64 KIP 4.37 KIP 4.26 KIP 1.92 KIP 26 IN (2) #5 60 PSF 41.42 PSF 4.75 FT 0.73 KIP 3.96 KIP 0.66 KIP 3.89 KIP 4.27 KIP 1.70 KIP 24 IN (2) #5 160 MPH 0 PSF 0.00 PSF 7.00 FT 1.30 KIP 3.59 KIP 0.29 KIP 6.88 KIP 4.41 KIP 3.05 KIP 40 IN (3) #5 10 PSF 6.87 PSF 7.00 FT 1.30 KIP 3.81 KIP 0.29 KIP 6.88 KIP 4.65 KIP 3.05 KIP 40 IN (3) #5 20 PSF 13.75 PSF 7.00 FT 1.30 KIP 4.03 KIP 0.29 KIP 6.88 KIP 4.88 KIP 3.05 KIP 40 IN 3 #5 30 PSF 20.62 PSF 6.75 FT 11.25 KIP 4.09 KIP 0.28 KIP 6.62 KIP 4.92 KIP 2.93 KIP 38 IN (3) #5 40 PSF 27.49 PSF 5.75 FT 1.05 KIP 3.88 KIP 0.60 KIP 5.54 KIP 4.33 KIP 2.44 KIP 32 IN (2) #5 50 PSF 34.36 PSF 5.25 FT 0.95 KIP 4.04 KIP 0.64 KIP 4.99 KIP 4.44 KIP 2.19 KIP 29 IN (2) #5 60 PSF 141.42 PSF 4.75 FT 0.85 KIP 4.09 KIP 0.66 KIP 4.44 KIP 4.43 KIP 1.94 KIP 26 IN (2) #5 17SCHLETTER 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER. US Standard PvMax, 72 Cell, 200 - 300 Racking Structure Snow, Wind, Alignment, Tables, 20° ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL Project Site: Schletter Inc 1001 Commerce Center Dr Shelby, NC 28150 Drawing Number: v.01 JOB NUMBER: v SHEET: 4a of 4 SCALE: SEE DRAWING VIEWS Al 11 Al CJI Slope Factor By Tilt Tilt Cs 15° 1.00 200 0.91 25° 0.82 30* 0.73 35Q 0.64 N0. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: 0 BushBr 9/27/2014 New Drawing 1 BushBr 3/12/2015 Notes, embedments New Tables, and Sheets 2 BushBr 11/5/2015 Change Ballast Size, Max Dead Load, Add 2015 3 BushBr 11/18/2015 Change Ballast Size 4 Vas Hu 08/01/2016 Updated Load Tables 5 6 Client: Schletter Inc 2201 North Forbes Boulevard Tucson, AZ 85745 1.1 3.2 13 14 ASCE 7-05 WI SEISMIC DESIGN ASCE 7 -fly TILT MAX WIND GROUND SNOW TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0.00 PSF 11.75 FT 0 PSF 0.00 PSF 12.25 FT 0.47 KIP 2.90 KIP 0.01 KIP 5.82 KIP 4.18 KIP 3.14 KIP 30 IN (2) #5 10 PSF 6.19 PSF 12.25 FT 0.47 KIP 3.24 KIP 0.01 KIP 5.82 KIP 4.54 KIP 3.14 KIP 30 IN (2) #5 112.37 PSF 85 MPH 20 PSF 112.37 PSF 11.25 FT 0.43 KIP 3.59 KIP 0.02 KIP 5.33 KIP 4.49 KIP 2.88 KIP 28 IN (2) #5 30 PSF 18.56 PSF 9.75 FT 0.37 KIP 3.98 KIP 0.02 KIP 4.60 KIP 4.61 KIP 2.48 KIP 24 IN (2) #5 40 PSF 24.74 PSF 8.75 FT 0.33 KIP 4.35 KIP 0.02 KIP 4.10 KIP 4.93 KIP 2.21 KIP 21 IN (1) #5 30.39 PSF 5.25 FT 50 PSF 30.39 PSF 7.75 FT 0.28 KIP 4.53 KIP 0.02 KIP 3.60 KIP 5.04 KIP 1.94 KIP 19 IN (1) #5 60 PSF 37.11 PSF 7.00 FT 0.25 KIP 4.70 KIP 0.02 KIP 3.23 KIP 5.15 KIP 1.74 KIP 17 IN (1) #5 0.00 PSF 11.50 FT 0 PSF 0.00 PSF 11.50 FT 0.52 KIP 2.99 KIP 0.01 KIP 6.14 KIP 4.33 KIP 3.30 KIP 32 IN (2) #5 6.19 PSF 90 MPH 10 PSF 6.19 PSF 11.50 FT 0.52 KIP 3.31 KIP 0.01 KIP 6.14 KIP 4.67 KIP 3.30 KIP 32 IN (2) #5 20 PSF 12.37 PSF 11.00 FT 0.50 KIP 3.64 KIP 0.02 KIP 5.87 KIP 4.78 KIP 3.15 KIP 30 IN (2) #5 30 PSF 18.56 PSF 9.75 FT 0.44 KIP 4.09 KIP 0.02 KIP 5.18 KIP 4.79 KIP 2.78 KIP 27 IN (2) #5 24.74 PSF 5.75 FT 40 PSF 24.74 PSF 8.50 FT 0.38 KIP 4.32 KIP 0.02 KIP 4.48 KIP 4.93 KIP 2.41 KIP 23 IN (1) #5 50 PSF 30.39 PSF 7.50 FT 0.33 KIP 4.47 KIP 0.02 KIP 3.92 KIP 5.00 KIP 2.10 KIP 20 IN (1) #5 60 PSF 37.11 PSF 6.75 FT 0.29 KIP 4.60 KIP 0.02 KIP 3.50 KIP 5.06 KIP 1.87 KIP 18 IN (1) #5 0.00 PSF 10.25 FT 0 PSF 0.00 PSF 10.25 FT 0.62 KIP 3.18 KIP 0.00 KIP 6.79 KIP 4.64 KIP 3.63 KIP 35 IN (2) #5 10 PSF 6.19 PSF 10.00 FT 0.61 KIP 3.38 KIP 0.01 KIP 6.62 KIP 4.81 KIP 3.53 KIP 34 IN (2) #5 20 PSF 12.37 PSF 9.50 FT 0.57 KIP 3.47 KIP 0.01 KIP 6.27 KIP 4.84 KIP 3.35 KIP 32 IN (2) #5 18.56 PSF 100 MPH 30 PSF 18.56 PSF 9.00 FT 0.54 KIP 4.00 KIP 0.02 KIP 5.93 KIP 4.83 KIP 3.16 KIP 31 IN (2) #5 40 PSF 24.74 PSF 8.00 FT 0.48 KIP 4.26 KIP 0.02 KIP 5.23 KIP 4.92 KIP 2.79 KIP 27 IN (2) #5 30.39 PSF 5.25 FT 50 PSF 30.39 PSF 7.25 FT 0.43 KIP 4.49 KIP 0.02 KIP 4.71 KIP 5.09 KIP 2.51 KIP 24 IN (2) #5 60 PSF 37.11 PSF 6.50 FT 0.38 KIP 4.59 KIP 0.02 KIP 4.18 KIP 5.10 KIP 2.22 KIP 22 IN (1) #5 250 110 MPH 0 PSF 0.00 PSF 8.75 FT 0.67 KIP 3.19 KIP 0.00 KIP 7.00 KIP 4.67 KIP 3.72 KIP 36 IN (3) #5 10 PSF 6.19 PSF 8.75 FT 0.67 KIP 3.43 KIP 0.01 KIP 7.00 KIP 4.92 KIP 3.72 KIP 36 IN 3 #5 20 PSF 112.37 PSF 8.25 FT 0.63 KIP 3.46 KIP 0.01 KIP 6.58 KIP 4.86 KIP 3.49 KIP 34 IN (2) #5 30 PSF 18.56 PSF 8.00 FT 0.61 KIP 3.77 KIP 0.01 KIP 6.37 KIP 4.94 KIP 3.38 KIP 33 IN (2) #5 40 PSF 24.74 PSF 7.75 FT 0.59 KIP 4.34 KIP 0.02 KIP 6.15 KIP 5.08 KIP 3.26 KIP 32 IN (2) #5 30.39 PSF 5.25 FT 50 PSF 30.39 PSF 7.00 FT 0.53 KIP 4.53 KIP 0.02 KIP 5.51 KIP 5.19 KIP 2.92 KIP 29 IN (2) #5 60 PSF 37.11 PSF 6.25 FT 0.47 KIP 4.58 KIP 0.02 KIP 4.87 KIP 5.14 KIP 2.57 KIP 26 IN (2) #5 0.00 PSF 7.50 FT 0 PSF 0.00 PSF 7.50 FT 0.71 KIP 3.17 KIP 0.00 KIP 7.10 KIP 4.65 KIP 3.75 KIP 37 IN (3) #5 10 PSF 6.19 PSF 7.50 FT 0.71 KIP 3.38 KIP 0.01 KIP 7.10 KIP 4.86 KIP 3.75 KIP 37 IN (3) #5 20 PSF 12.37 PSF 7.50 FT 0.71 KIP 3.59 KIP 0.01 KIP 7.10 KIP 5.08 KIP 3.75 KIP 37 IN (3) #5 18.56 PSF 120 MPH 30 PSF 18.56 PSF 7.25 FT 0.69 KIP 3.67 KIP 0.01 KIP 6.85 KIP 5.10 KIP 3.61 KIP 35 IN (2) #5 40 PSF 24.74 PSF 7.00 FT 0.66 KIP 4.12 KIP 0.01 KIP 6.59 KIP 5.11 KIP 3.48 KIP 34 IN (2) #5 50 PSF 30.39 PSF 6.50 FT 0.61 KIP 4.39 KIP 0.01 KIP 6.08 KIP 5.07 KIP 3.20 KIP 32 IN (2) #5 37.11 PSF 4.75 FT 60 PSF 37.11 PSF 6.00 FT 0.56 KIP 4.56 KIP 0.01 KIP 5.56 KIP 5.17 KIP 2.92 KIP 30 IN (2) #5 0.00 PSF 6.25 FT 0 PSF 0.00 PSF 6.25 FT 0.71 KIP 3.03 KIP 0.00 KIP 6.85 KIP 4.41 KIP 3.60 KIP 36 IN (3) #5 10 PSF 6.19 PSF 6.25 FT 0.71 KIP 3.20 KIP 0.00 KIP 6.85 KIP 4.59 KIP 3.60 KIP 36 IN (3) #5 12.37 PSF 130 MPH 20 PSF 12.37 PSF 6.25 FT 0.71 KIP 3.37 KIP 0.01 KIP 6.85 KIP 4.76 KIP 3.60 KIP 36 IN (3) #5 30 PSF 18.56 PSF 6.25 FT 0.71 KIP 3.54 KIP 0.01 KIP 6.85 KIP 4.94 KIP 3.60 KIP 36 IN (3) #5 40 PSF 24.74 PSF 6.25 FT 0.71 KIP 3.86 KIP 0.01 KIP 6.85 KIP 5.12 KIP 3.60 KIP 36 IN (3) #5 30.39 PSF 5.25 FT 50 PSF 30.39 PSF 6.00 FT 0.68 KIP 1 4.23 KIP 10.01 KIP 6.55 KIP 5.05 KIP 3.43 KIP 35 IN (2) #5 60 PSF 37.11 PSF 1 5.75 FT 0.65 KIP 1 4.55 KIP 10.01 KIP 16.24 KIP 1 5.20 KIP 3.27 KIP 33 IN (2) #5 3.12 KIP 0.30 KIP 7.06 KIP 4.57 KIP 3.71 KIP 35 IN (2) #5 10 PSF 6.19 PSF 6.75 FT 0.72 KIP 3.31 KIP 0.30 KIP 7.06 KIP 4.76 KIP 3.71 KIP 35 IN (2) #5 20 PSF 12.37 PSF 6.75 FT 0.72 KIP 3.50 KIP 0.30 KIP 7.06 KIP 4.95 KIP 3.71 KIP 35 IN 2 #5 30 PSF 18.56 PSF 6.75 FT 10.72 KIP 3.68 KIP 0.30 KIP 7.06 KIP 5.14 KIP 3.71 KIP 35 IN (2) #5 40 PSF 24.74 PSF 5.75 FT 0.61 KIP 3.47 KIP 0.64 KIP 5.90 KIP 4.45 KIP 3.09 KIP 30 IN (2) #5 50 PSF 30.39 PSF 5.25 FT 0.55 KIP 3.61 KIP 0.68 KIP 5.32 KIP 4.15 KIP 2.78 KIP 28 IN (2) #5 ASCE 7-10 60 PSF 137.11 PSF 4.75 FT 0.50 KIP 3.66 KIP TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0 PSF 0.00 PSF 12.00 FT 0.49 KIP 2.95 KIP 0.01 KIP 5.98 KIP 4.26 KIP 3.22 KIP 30 IN (2) #5 10 PSF 6.19 PSF 12.00 FT 0.49 KIP 3.28 KIP 0.01 KIP 5.98 KIP 4.61 KIP 3.22 KIP 30 IN (2) #5 20 PSF 12.37 PSF 11.25 FT 0.46 KIP 3.64 KIP 0.02 KIP 5.59 KIP 4.65 KIP 3.01 KIP 28 IN (2) #5 110 MPH 30 PSF 18.56 PSF 9.75 FT 0.39 KIP 4.02 KIP 0.02 KIP 4.82 KIP 4.68 KIP 2.60 KIP 24 IN (2) #5 40 PSF 24.74 PSF 8.75 FT 0.35 KIP 4.38 KIP 0.02 KIP 4.30 KIP 4.99 KIP 2.32 KIP 21 IN (1) #5 50 PSF 30.39 PSF 7.75 FT 0.31 KIP 4.56 KIP 0.02 KIP 3.78 KIP 5.10 KIP 2.03 KIP 19 IN (1) #5 60 PSF 37.11 PSF 7.00 FT 0.27 KIP 4.73 KIP 0.02 KIP 3.39 KIP 5.20 KIP 1.82 KIP 17 IN (1) #5 0 PSF 0.00 PSF 11.50 FT 0.54 KIP 3.04 KIP 0.01 KIP 6.28 KIP 4.41 KIP 3.37 KIP 31 IN (2) #5 10 PSF 6.19 PSF 11.50 FT 0.54 KIP 3.36 KIP 0.01 KIP 6.28 KIP 4.75 KIP 3.37 KIP 31 IN (2) #5 115 MPH 20 PSF 12.37 PSF 10.75 FT 0.50 KIP 3.58 KIP 0.02 KIP 5.85 KIP 4.74 KIP 3.14 KIP 29 IN (2) #5 30 PSF 18.56 PSF 9.75 FT 0.45 KIP 4.11 KIP 0.02 KIP 5.29 KIP 4.82 KIP 2.84 KIP 26 IN (2) #5 40 PSF 24.74 PSF 8.50 FT 0.39 KIP 4.34 KIP 0.02 KIP 4.58 KIP 4.96 KIP 2.46 KIP 23 IN (1) #5 50 PSF 30.39 PSF 7.50 FT 0.34 KIP 4.48 KIP 0.02 KIP 4.01 KIP 5.02 KIP 2.15 KIP 20 IN (1) #5 60 PSF 37.11 PSF 6.75 FT 0.30 KIP 4.62 KIP 0.02 KIP 3.57 KIP 5.09 KIP 1.91 KIP 18 IN (1) #5 0 PSF 0.00 PSF 10.00 FT 0.65 KIP 3.25 KIP 0.00 KIP 7.00 KIP 4.75 KIP 3.73 KIP 35 IN (2) #5 10 PSF 6.19 PSF 9.50 FT 0.62 KIP 3.35 KIP 0.01 KIP 6.64 KIP 4.78 KIP 3.54 KIP 33 IN (2) #5 20 PSF 12.37 PSF 9.25 FT 0.60 KIP 3.51 KIP 0.01 KIP 6.45 KIP 4.91 KIP 3.44 KIP 32 IN (2) #5 130 MPH 30 PSF 18.56 PSF 8.75 FT 0.56 KIP 3.95 KIP 0.02 KIP 6.09 KIP 4.89 KIP 3.24 KIP 30 IN (2) #5 40 PSF 24.74 PSF 8.00 FT 0.51 KIP 4.32 KIP 0.02 KIP 5.54 KIP 5.01 KIP 2.95 KIP 28 IN (2) #5 50 PSF 30.39 PSF 7.00 FT 0.44 KIP 4.39 KIP 0.02 KIP 4.79 KIP 4.97 KIP 2.55 KIP 24 IN (2) #5 60 PSF 37.11 PSF 6.50 FT 0.41 KIP 4.64 KIP 0.02 KIP 4.42 KIP 5.17 KIP 2.35 KIP 22 IN (1) #5 250 0 PSF 0.00 PSF 8.75 FT 0.69 KIP 3.22 KIP 0.00 KIP 7.09 KIP 4.72 KIP 3.76 KIP 35 IN (2) #5 10 PSF 6.19 PSF 8.50 FT 0.66 KIP 3.37 KIP 0.01 KIP 6.88 KIP 4.82 KIP 3.65 KIP 34 IN (2) #5 140 MPH 20 PSF 12.37 PSF 8.25 FT 0.64 KIP 3.49 KIP 0.01 KIP 6.66 KIP 4.91 KIP 3.53 KIP 33 IN (2) #5 30 PSF 18.56 PSF 8.00 FT 0.62 KIP 3.79 KIP 0.01 KIP 6.45 KIP 4.98 KIP 3.42 KIP 32 IN (2) #5 40 PSF 24.74 PSF 7.50 FT 0.58 KIP 4.21 KIP 0.02 KIP 6.02 KIP 4.93 KIP 3.19 KIP 30 IN (2) #5 50 PSF 30.39 PSF 6.75 FT 0.52 KIP 4.37 KIP 0.02 KIP 5.37 KIP 5.00 KIP 2.84 KIP 27 IN (2) #5 60 PSF 37.11 PSF 6.25 FT 0.48 KIP 4.59 KIP 0.02 KIP 4.93 KIP 5.15 KIP 2.60 KIP 25 IN (2) #5 0 PSF 0.00 PSF 7.50 FT 0.69 KIP 3.11 KIP 0.00 KIP 6.93 KIP 4.55 KIP 3.66 KIP 34 IN (2) #5 150 MPH 10 PSF 6.19 PSF 7.50 FT 0.69 KIP 3.31 KIP 0.01 KIP 6.93 KIP 4.76 KIP 3.66 KIP 34 IN (2) #5 20 PSF 12.37 PSF 7.50 FT 0.69 KIP 3.52 KIP 0.01 KIP 6.93 KIP 4.98 KIP 3.66 KIP 34 IN (2) #5 30 PSF 18.56 PSF 7.25 FT 0.67 KIP 3.60 KIP 0.01 KIP 6.68 KIP 5.00 KIP 3.53 KIP 33 IN (2) #5 40 PSF 24.74 PSF 7.00 FT 0.64 KIP 4.09 KIP 0.01 KIP 6.43 KIP 5.01 KIP 3.40 KIP 32 IN (2) #5 50 PSF 30.39 PSF 6.50 FT 0.59 KIP 4.36 KIP 0.01 KIP 5.93 KIP 5.03 KIP 3.13 KIP 30 IN (2) #5 60 PSF 37.11 PSF 6.00 FT 0.54 KIP 4.54 KIP 0.01 KIP 5.43 KIP 5.13 KIP 2.85 KIP 28 IN (2) #5 160 MPH 0 PSF 0.00 PSF 6.75 FT 0.72 KIP 3.12 KIP 0.00 KIP 7.06 KIP 4.57 KIP 3.71 KIP 35 IN (2) #5 10 PSF 6.19 PSF 6.75 FT 0.72 KIP 3.31 KIP 0.00 KIP 7.06 KIP 4.76 KIP 3.71 KIP 35 IN (2) #5 20 PSF 12.37 PSF 6.75 FT 0.72 KIP 3.50 KIP 0.01 KIP 7.06 KIP 4.95 KIP 3.71 KIP 35 IN 2 #5 30 PSF 18.56 PSF 6.75 FT 0.72 KIP 3.68 KIP 0.01 KIP 7.06 KIP 5.14 KIP 3.71 KIP 35 IN (2) #5 40 PSF 24.74 PSF 6.50 FT 0.70 KIP 3.95 KIP 0.01 KIP 6.77 KIP 5.11 KIP 3.56 KIP 34 IN (2) #5 50 PSF 30.39 PSF 6.25 FT 0.67 KIP 4.34 KIP 0.01 KIP 6.48 KIP 5.07 KIP 3.40 KIP 33 IN (2) #5 60 PSF 37.11 PSF 5.75 FT 0.61 KIP 4.48 KIP 0.01 KIP 5.90 KIP 5.10 KIP 3.09 KIP 30 IN (2) #5 N0. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: 0 BushBr 9/27/2014 New Drawing 1 BushBr 3/12/2015 Notes, embedments New Tables, and Sheets 2 BushBr 11/5/2015 Change Ballast Size, Max Dead Load, Add 2015 3 BushBr 11/18/2015 Change Ballast Size 4 Vas Hu 08/01/2016 Updated Load Tables 5 6 Client: Schletter Inc 2201 North Forbes Boulevard Tucson, AZ 85745 1.1 3.2 13 14 17SCHLETTER 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER. US Standard PvMax, 72 Cell, 200 - 300 Racking Structure Snow, Wind, Alignment, Tables, 25° ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL Project Site: Schletter Inc 1001 Commerce Center Dr Shelby, NC 28150 Drawing Number: v.01 JOB NUMBER: v SHEET: 4b of 4 SCALE: SEE DRAWING VIEWS ASCE 7-05 WI SEISMIC DESIGN TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0 PSF 0.00 PSF 11.75 FT 0.45 KIP 2.78 KIP 0.47 KIP 5.58 KIP 4.01 KIP 3.01 KIP 29 IN (2) #5 10 PSF 6.19 PSF 11.50 FT 0.44 KIP 3.04 KIP 0.46 KIP 5.45 KIP 4.26 KIP 2.94 KIP 28 IN (2) #5 20 PSF 12.37 PSF 11.25 FT 0.46 KIP 3.64 KIP 0.46 KIP 5.59 KIP 4.65 KIP 3.01 KIP 28 IN 85 MPH 20 PSF 112.37 PSF 11.25 FT 0.43 KIP 3.59 KIP 0.46 KIP 5.33 KIP 4.49 KIP 2.88 KIP 28 IN (2) #5 30 PSF 18.56 PSF 9.75 FT 0.37 KIP 3.98 KIP 0.41 KIP 4.60 KIP 4.61 KIP 2.48 KIP 241N (2) #5 40 PSF 24.74 PSF 5.75 FT 0.34 KIP 2.83 KIP 0.64 KIP 2.59 KIP 3.11 KIP 1.39 KIP 23 IN (1) #5 50 PSF 30.39 PSF 5.25 FT 0.41 KIP 3.05 KIP 0.68 KIP 2.45 KIP 3.29 KIP 1.31 KIP 24 IN (2) #5 50 PSF 30.39 PSF 5.25 FT 0.41 KIP 3.03 KIP 0.68 KIP 2.34 KIP 3.26 KIP 1.25 KIP 241N (2) #5 60 PSF 37.11 PSF 4.75 FT 0.48 KIP 3.13 KIP 0.70 KIP 2.07 KIP 3.30 KIP 1.11 KIP 241N (2) #5 0 PSF 0.00 PSF 11.50 FT 0.52 KIP 2.99 KIP 0.46 KIP 6.14 KIP 4.33 KIP 3.30 KIP 32 IN (2) #5 90 MPH 10 PSF 6.19 PSF 11.50 FT 0.52 KIP 3.31 KIP 0.46 KIP 6.14 KIP 4.67 KIP 3.30 KIP 321N (2) #5 20 PSF 12.37 PSF 11.00 FT 0.50 KIP 3.64 KIP 0.45 KIP 5.87 KIP 4.78 KIP 3.15 KIP 30 IN (2) #5 30 PSF 18.56 PSF 9.75 FT 0.44 KIP 4.09 KIP 0.41 KIP 5.18 KIP 4.79 KIP 2.78 KIP 27 IN (2) #5 10.75 FT 0.50 KIP 40 PSF 24.74 PSF 5.75 FT 0.34 KIP 2.89 KIP 0.64 KIP 2.92 KIP 3.21 KIP 1.56 KIP 23 IN (1) #5 50 PSF 30.39 PSF 5.25 FT 0.41 KIP 3.09 KIP 0.68 KIP 2.63 KIP 3.34 KIP 1.40 KIP 241N (2) #5 60 PSF 37.11 PSF 4.75 FT 0.48 KIP 3.19 KIP 0.70 KIP 2.34 KIP 3.38 KIP 1.24 KIP 241N (2) #5 5.25 FT 0.41 KIP 0 PSF 0.00 PSF 10.25 FT 0.62 KIP 3.18 KIP 0.42 KIP 6.79 KIP 4.64 KIP 3.63 KIP 351N (2) #5 10 PSF 6.19 PSF 10.00 FT 0.61 KIP 3.38 KIP 0.41 KIP 6.62 KIP 4.81 KIP 3.53 KIP 34 IN (2) #5 20 PSF 12.37 PSF 9.50 FT 0.57 KIP 3.47 KIP 0.40 KIP 6.27 KIP 4.84 KIP 3.35 KIP 321N (2) #5 3.25 KIP 100 MPH 30 PSF 18.56 PSF 9.00 FT 0.54 KIP 4.00 KIP 0.38 KIP 5.93 KIP 4.83 KIP 3.16 KIP 31 IN (2) #5 40 PSF 24.74 PSF 5.75 FT 0.34 KIP 3.03 KIP 0.64 KIP 3.64 KIP 3.42 KIP 1.93 KIP 23 IN (1) #5 6.64 KIP 4.78 KIP 50 PSF 30.39 PSF 5.25 FT 0.41 KIP 3.21 KIP 0.68 KIP 3.28 KIP 3.53 KIP 1.73 KIP 241N (2) #5 60 PSF 37.11 PSF 4.75 FT 0.48 KIP 3.30 KIP 0.70 KIP 2.91 KIP 3.54 KIP 1.54 KIP 241N (2) #5 250 110 MPH 0 PSF 0.00 PSF 8.75 FT 0.67 KIP 3.19 KIP 0.37 KIP 7.00 KIP 4.67 KIP 3.72 KIP 36 IN (3) #5 10 PSF 6.19 PSF 8.75 FT 0.67 KIP 3.43 KIP 0.37 KIP 7.00 KIP 4.92 KIP 3.72 KIP 36 IN 3 #5 20 PSF 12.37 PSF 8.25 FT 0.63 KIP 3.46 KIP 0.35 KIP 6.58 KIP 4.86 KIP 3.49 KIP 34 IN (2) #5 30 PSF 1&56 PSF 8.00 FT 0.61 KIP 3.77 KIP 0.34 KIP 6.37 KIP 4.94 KIP 3.38 KIP 33 IN (2) #5 40 PSF 24.74 PSF 5.75 FT 0.43 KIP 3.19 KIP 0.64 KIP 4.43 KIP 3.65 KIP 2.34 KIP 241N (2) #5 (2) #5 250 50 PSF 30.39 PSF 5.25 FT 0.41 KIP 3.35 KIP 0.68 KIP 3.99 KIP 3.74 KIP 2.10 KIP 241N (2) #5 60 PSF 37.11 PSF 4.75 FT 0.48 KIP 3.43 KIP 0.70 KIP 3.55 KIP 3.73 KIP 1.86 KIP 241N (2) #5 (2) #5 0 PSF 0.00 PSF 7.50 FT 0.71 KIP 3.17 KIP 0.32 KIP 7.10 KIP 4.65 KIP 3.75 KIP 371N (3) #5 10 PSF 6.19 PSF 7.50 FT 0.71 KIP 3.38 KIP 0.32 KIP 7.10 KIP 4.86 KIP 3.75 KIP 371N (3) #5 20 PSF 12.37 PSF 7.50 FT 0.71 KIP 3.59 KIP 0.33 KIP 7.10 KIP 5.08 KIP 3.75 KIP 371N (3) #5 (1) #5 120 MPH 30 PSF 18.56 PSF 7.25 FT 0.69 KIP 3.67 KIP 0.32 KIP 6.85 KIP 5.10 KIP 3.61 KIP 351N (2) #5 40 PSF 24.74 PSF 5.75 FT 0.54 KIP 3.36 KIP 0.64 KIP 5.30 KIP 4.10 KIP 2.78 KIP 28 IN (2) #5 50 PSF 30.39 PSF 5.25 FT 0.49 KIP 3.51 KIP 0.68 KIP 4.78 KIP 3.97 KIP 2.50 KIP 261N (2) #5 0 PSF 60 PSF 37.11 PSF 4.75 FT 0.48 KIP 3.56 KIP 0.70 KIP 4.25 KIP 3.94 KIP 2.21 KIP 241N (2) #5 150 MPH 10 PSF 0 PSF 0.00 PSF 6.25 FT 0.71 KIP 3.03 KIP 0.28 KIP 6.85 KIP 4.41 KIP 3.60 KIP 36 IN (3) #5 10 PSF 6.19 PSF 6.25 FT 0.71 KIP 3.20 KIP 0.28 KIP 6.85 KIP 4.59 KIP 3.60 KIP 36 IN (3) #5 (2) #5 130 MPH 20 PSF 12.37 PSF 6.25 FT 0.71 KIP 3.37 KIP 0.28 KIP 6.85 KIP 4.76 KIP 3.60 KIP 36 IN (3) #5 30 PSF 18.56 PSF 6.25 FT 0.71 KIP 3.54 KIP 0.28 KIP 6.85 KIP 4.94 KIP 3.60 KIP 36 IN (3) #5 40 PSF 24.74 PSF 5.75 FT 0.65 KIP 3.54 KIP 0.64 KIP 6.24 KIP 4.65 KIP 3.27 KIP 331N (2) #5 60 PSF 50 PSF 30.39 PSF 5.25 FT 0.59 KIP 3.67 KIP 0.68 KIP 5.63 KIP 4.33 KIP 2.94 KIP 31 IN (2) #5 60 PSF 137.11 PSF 14.75 FT 0.53 KIP 1 3.71 KIP 10.70 KIP 5.00 KIP 4.16 KIP2.60 KIP 28 IN (2) #5 17SCHLETTER 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER. US Standard PvMax, 72 Cell, 200 - 300 Racking Structure Snow, Wind, Alignment, Tables, 25° ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL Project Site: Schletter Inc 1001 Commerce Center Dr Shelby, NC 28150 Drawing Number: v.01 JOB NUMBER: v SHEET: 4b of 4 SCALE: SEE DRAWING VIEWS ASCE 7-10 WI SEISMIC DESIGN TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0 PSF 0.00 PSF 11.75 FT 0.48 KIP 2.88 KIP 0.47 KIP 5.85 KIP 4.17 KIP 3.15 KIP 29 IN (2) #5 10 PSF 6.19 PSF 11.50 FT 0.47 KIP 3.14 KIP 0.46 KIP 5.72 KIP 4.42 KIP 3.08 KIP 28 IN (2) #5 20 PSF 12.37 PSF 11.25 FT 0.46 KIP 3.64 KIP 0.46 KIP 5.59 KIP 4.65 KIP 3.01 KIP 28 IN (2) #5 110 MPH 30 PSF 18.56 PSF 9.75 FT 0.39 KIP 4.02 KIP 0.41 KIP 4.82 KIP 4.68 KIP 2.60 KIP 24 IN (2) #5 40 PSF 24.74 PSF 5.75 FT 0.34 KIP 2.85 KIP 0.64 KIP 2.72 KIP 3.15 KIP 1.46 KIP 23 IN (1) #5 50 PSF 30.39 PSF 5.25 FT 0.41 KIP 3.05 KIP 0.68 KIP 2.45 KIP 3.29 KIP 1.31 KIP 24 IN (2) #5 60 PSF 37.11 PSF 4.75 FT 0.48 KIP 3.15 KIP 0.70 KIP 2.18 KIP 3.33 KIP 1.16 KIP 24 IN (2) #5 0 PSF 0.00 PSF 11.50 FT 0.54 KIP 3.04 KIP 0.46 KIP 6.28 KIP 4.41 KIP 3.37 KIP 31 IN (2) #5 10 PSF 6.19 PSF 11.50 FT 0.54 KIP 3.36 KIP 0.46 KIP 6.28 KIP 4.75 KIP 3.37 KIP 31 IN (2) #5 115 MPH 20 PSF 12.37 PSF 10.75 FT 0.50 KIP 3.58 KIP 0.44 KIP 5.85 KIP 4.74 KIP 3.14 KIP 29 IN (2) #5 30 PSF 18.56 PSF 9.75 FT 10.45 KIP 4.11 KIP 0.41 KIP 5.29 KIP 4.82 KIP 2.84 KIP 26 IN (2) #5 40 PSF 24.74 PSF 5.75 FT 0.34 KIP 2.90 KIP 0.64 KIP 2.99 KIP 3.22 KIP 1.59 KIP 23 IN (1) #5 50 PSF 30.39 PSF 5.25 FT 0.41 KIP 3.10 KIP 0.68 KIP 2.69 KIP 3.36 KIP 1.43 KIP 24 IN (2) #5 60 PSF 37.11 PSF 4.75 FT 0.48 KIP 3.20 KIP 0.70 KIP 2.39 KIP 3.39 KIP 1.27 KIP 24 IN (2) #5 0 PSF 0.00 PSF 10.00 FT 0.65 KIP 3.25 KIP 0.41 KIP 7.00 KIP 4.75 KIP 3.73 KIP 35 IN (2) #5 10 PSF 6.19 PSF 9.50 FT 0.62 KIP 3.35 KIP 0.39 KIP 6.64 KIP 4.78 KIP 3.54 KIP 33 IN (2) #5 20 PSF 12.37 PSF 9.25 FT 0.60 KIP 3.51 KIP 0.39 KIP 6.45 KIP 4.91 KIP 3.44 KIP 32 IN (2) #5 130 MPH 30 PSF 18.56 PSF 8.75 FT 0.56 KIP 3.95 KIP 0.37 KIP 6.09 KIP 4.89 KIP 3.24 KIP 30 IN (2) #5 40 PSF 24.74 PSF 5.75 FT 0.36 KIP 3.07 KIP 0.64 KIP 3.85 KIP 3.48 KIP 2.04 KIP 23 IN (1) #5 50 PSF 30.39 PSF 5.25 FT 0.41 KIP 3.25 KIP 0.68 KIP 3.47 KIP 3.59 KIP 1.83 KIP 24 IN (2) #5 60 PSF 137.11 PSF 4.75 FT 0.48 KIP 3.33 KIP 0.70 KIP 3.09 KIP 3.59 KIP 1.62 KIP 24 IN (2) #5 250 0 PSF 10.00 PSF 8.75 FT 0.69 KIP 3.22 KIP 0.37 KIP 7.09 KIP 4.72 KIP 3.76 KIP 35 IN (2) #5 10 PSF 6.19 PSF 8.50 FT 0.66 KIP 3.37 KIP 0.36 KIP 6.88 KIP 4.82 KIP 3.65 KIP 34 IN (2) #5 140 MPH 20 PSF 12.37 PSF 8.25 FT 0.64 KIP 3.49 KIP 0.35 KIP 6.66 KIP 4.91 KIP 3.53 KIP 33 IN (2) #5 30 PSF 18.56 PSF 8.00 FT 0.62 KIP 3.79 KIP 0.34 KIP 6.45 KIP 4.98 KIP 3.42 KIP 32 IN (2) #5 40 PSF 24.74 PSF 5.75 FT 0.44 KIP 3.20 KIP 0.64 KIP 4.49 KIP 3.67 KIP 2.37 KIP 23 IN (1) #5 50 PSF 30.39 PSF 5.25 FT 0.41 KIP 3.36 KIP 0.68 KIP 4.04 KIP 3.76 KIP 2.13 KIP 24 IN (2) #5 60 PSF 137.11 PSF 4.75 FT 0.48 KIP 3.43 KIP 0.70 KIP 3.60 KIP 3.74 KIP 1.88 KIP 24 IN (2) #5 0 PSF 0.00 PSF 7.50 FT 0.69 KIP 3.11 KIP 0.32 KIP 6.93 KIP 4.55 KIP 3.66 KIP 34 IN (2) #5 150 MPH 10 PSF 6.19 PSF 7.50 FT 0.69 KIP 3.31 KIP 0.32 KIP 6.93 KIP 4.76 KIP 3.66 KIP 34 IN (2) #5 20 PSF 12.37 PSF 7.50 FT 0.69 KIP 3.52 KIP 0.33 KIP 6.93 KIP 4.98 KIP 3.66 KIP 34 IN (2) #5 30 PSF 18.56 PSF 7.25 FT 0.67 KIP 3.60 KIP 0.32 KIP 6.68 KIP 5.00 KIP 3.53 KIP 33 IN (2) #5 40 PSF 24.74 PSF 5.75 FT 0.52 KIP 3.33 KIP 0.64 KIP 5.17 KIP 4.02 KIP 2.72 KIP 27 IN (2) #5 50 PSF 30.39 PSF 5.25 FT 0.47 KIP 3.48 KIP 0.68 KIP 4.66 KIP 3.94 KIP 2.44 KIP 24 IN (2) #5 60 PSF 37.11 PSF 4.75 FT 0.48 KIP 3.54 KIP 0.70 KIP 4.14 KIP 3.91 KIP 2.16 KIP 24 IN (2) #5 160 MPH 0 PSF 0.00 PSF 6.75 FT 0.72 KIP 3.12 KIP 0.30 KIP 7.06 KIP 4.57 KIP 3.71 KIP 35 IN (2) #5 10 PSF 6.19 PSF 6.75 FT 0.72 KIP 3.31 KIP 0.30 KIP 7.06 KIP 4.76 KIP 3.71 KIP 35 IN (2) #5 20 PSF 12.37 PSF 6.75 FT 0.72 KIP 3.50 KIP 0.30 KIP 7.06 KIP 4.95 KIP 3.71 KIP 35 IN 2 #5 30 PSF 18.56 PSF 6.75 FT 10.72 KIP 3.68 KIP 0.30 KIP 7.06 KIP 5.14 KIP 3.71 KIP 35 IN (2) #5 40 PSF 24.74 PSF 5.75 FT 0.61 KIP 3.47 KIP 0.64 KIP 5.90 KIP 4.45 KIP 3.09 KIP 30 IN (2) #5 50 PSF 30.39 PSF 5.25 FT 0.55 KIP 3.61 KIP 0.68 KIP 5.32 KIP 4.15 KIP 2.78 KIP 28 IN (2) #5 60 PSF 137.11 PSF 4.75 FT 0.50 KIP 3.66 KIP 0.70 KIP 4.73 KIP 4.08 KIP 2.46 KIP 25 IN (2) #5 17SCHLETTER 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER. US Standard PvMax, 72 Cell, 200 - 300 Racking Structure Snow, Wind, Alignment, Tables, 25° ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL Project Site: Schletter Inc 1001 Commerce Center Dr Shelby, NC 28150 Drawing Number: v.01 JOB NUMBER: v SHEET: 4b of 4 SCALE: SEE DRAWING VIEWS Al 11 Al CJI Slope Factor By Tilt Tilt Cs 15° 1.00 20° 0.91 25° 0.82 30* 0.73 35Q 0.64 N0. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: 0 BushBr 9/27/2014 New Drawing 1 BushBr 3/12/2015 Notes, embedments New Tables, and Sheets 2 BushBr 11/5/2015 Change Ballast Size, Max Dead Load, Add 2015 3 BushBr 11/18/2015 Change Ballast Size 4 Vas Hu 08/01/2016 Updated Load Tables 5 6 Client: Schletter Inc 2201 North Forbes Boulevard Tucson, AZ 85745 1.1 3.2 13 14 ASCE 7-05 WI SEISMIC DESIGN ASCE 7 -fly TILT MAX WIND GROUND SNOW TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0.00 PSF 11.50 FT 0 PSF 0.00 PSF 12.00 FT 0.09 KIP 2.64 KIP 0.01 KIP 6.17 KIP 4.42 KIP 3.87 KIP 31 IN (2) #5 10 PSF 5.50 PSF 12.00 FT 0.09 KIP 2.92 KIP 0.02 KIP 6.17 KIP 4.71 KIP 3.87 KIP 31 IN (2) #5 11.00 PSF 85 MPH 20 PSF 11.00 PSF 11.50 FT 0.09 KIP 3.28 KIP 0.02 KIP 5.91 KIP 4.79 KIP 3.70 KIP 30 IN (2) #5 30 PSF 16.49 PSF 10.00 FT 0.07 KIP 3.62 KIP 0.02 KIP 5.11 KIP 4.39 KIP 3.20 KIP 26 IN (2) #5 40 PSF 21.99 PSF 9.25 FT 0.07 KIP 4.06 KIP 0.03 KIP 4.71 KIP 4.73 KIP 2.95 KIP 24 IN (2) #5 27.49 PSF 5.25 FT 50 PSF 27.49 PSF 8.50 FT 0.06 KIP 4.38 KIP 0.03 KIP 4.31 KIP 4.97 KIP 2.70 KIP 22 IN (1) #5 60 PSF 32.99 PSF 7.75 FT 0.05 KIP 4.58 KIP 0.03 KIP 3.90 KIP 5.08 KIP 2.44 KIP 20 IN (1) #5 0.00 PSF 11.25 FT 0 PSF 0.00 PSF 11.25 FT 0.13 KIP 2.71 KIP 0.01 KIP 6.50 KIP 4.58 KIP 4.06 KIP 33 IN (2) #5 5.50 PSF 90 MPH 10 PSF 5.50 PSF 11.25 FT 0.13 KIP 2.98 KIP 0.01 KIP 6.50 KIP 4.85 KIP 4.06 KIP 33 IN (2) #5 20 PSF 11.00 PSF 10.75 FT 0.12 KIP 3.18 KIP 0.02 KIP 6.20 KIP 4.89 KIP 3.88 KIP 31 IN (2) #5 30 PSF 16.49 PSF 10.00 FT 0.11 KIP 3.73 KIP 0.02 KIP 5.75 KIP 4.78 KIP 3.60 KIP 29 IN (2) #5 21.99 PSF 5.75 FT 40 PSF 21.99 PSF 9.00 FT 0.10 KIP 4.04 KIP 0.02 KIP 5.15 KIP 4.76 KIP 3.22 KIP 26 IN (2) #5 50 PSF 27.49 PSF 8.25 FT 0.09 KIP 4.34 KIP 0.03 KIP 4.70 KIP 4.97 KIP 2.93 KIP 24 IN (2) #5 60 PSF 32.99 PSF 7.50 FT 0.08 KIP 4.51 KIP 0.02 KIP 4.24 KIP 5.05 KIP 2.65 KIP 22 IN (1) #5 0.00 PSF 9.75 FT 0 PSF 0.00 PSF 9.75 FT 0.18 KIP 2.79 KIP 0.00 KIP 6.97 KIP 4.77 KIP 4.33 KIP 35 IN (2) #5 10 PSF 5.50 PSF 9.50 FT 0.18 KIP 2.95 KIP 0.01 KIP 6.78 KIP 4.87 KIP 4.21 KIP 34 IN (2) #5 20 PSF 11.00 PSF 9.25 FT 0.17 KIP 3.09 KIP 0.01 KIP 6.59 KIP 4.96 KIP 4.10 KIP 33 IN (2) #5 16.49 PSF 100 MPH 30 PSF 16.49 PSF 8.75 FT 0.16 KIP 3.46 KIP 0.02 KIP 6.22 KIP 4.89 KIP 3.86 KIP 32 IN (2) #5 40 PSF 21.99 PSF 8.50 FT 0.16 KIP 4.01 KIP 0.02 KIP 6.03 KIP 4.94 KIP 3.74 KIP 31 IN (2) #5 27.49 PSF 5.25 FT 50 PSF 27.49 PSF 7.75 FT 0.14 KIP 4.25 KIP 0.02 KIP 5.47 KIP 4.97 KIP 3.39 KIP 28 IN (2) #5 60 PSF 32.99 PSF 7.25 FT 0.13 KIP 4.53 KIP 0.02 KIP 5.09 KIP 5.16 KIP 3.15 KIP 26 IN (2) #5 300 110 MPH 0 PSF 0.00 PSF 8.00 FT 0.21 KIP 2.69 KIP 0.00 KIP 6.88 KIP 4.61 KIP 4.25 KIP 35 IN (2) #5 10 PSF 5.50 PSF 8.00 FT 0.21 KIP 2.88 KIP 0.01 KIP 6.88 KIP 4.80 KIP 4.25 KIP 35 IN 2 #5 20 PSF 11.00 PSF 8.00 FT 0.21 KIP 3.07 KIP 0.01 KIP 6.88 KIP 4.99 KIP 4.25 KIP 35 IN (2) #5 30 PSF 16.49 PSF 7.75 FT 0.21 KIP 3.26 KIP 0.01 KIP 6.65 KIP 5.00 KIP 4.11 KIP 34 IN (2) #5 40 PSF 21.99 PSF 7.50 FT 0.20 KIP 3.73 KIP 0.02 KIP 6.42 KIP 5.01 KIP 3.96 KIP 33 IN (2) #5 27.49 PSF 5.25 FT 50 PSF 27.49 PSF 7.50 FT 0.20 KIP 4.30 KIP 0.02 KIP 6.42 KIP 5.18 KIP 3.96 KIP 33 IN (2) #5 60 PSF 32.99 PSF 6.75 FT 0.18 KIP 4.38 KIP 0.02 KIP 5.72 KIP 5.08 KIP 3.53 KIP 30 IN (2) #5 0.00 PSF 6.75 FT 0 PSF 0.00 PSF 6.75 FT 0.24 KIP 2.63 KIP 0.00 KIP 6.84 KIP 4.51 KIP 4.20 KIP 36 IN (3) #5 10 PSF 5.50 PSF 6.75 FT 0.24 KIP 2.79 KIP 0.00 KIP 6.84 KIP 4.66 KIP 4.20 KIP 36 IN (3) #5 20 PSF 11.00 PSF 6.75 FT 0.24 KIP 2.95 KIP 0.01 KIP 6.84 KIP 4.82 KIP 4.20 KIP 36 IN (3) #5 16.49 PSF 120 MPH 30 PSF 16.49 PSF 6.75 FT 0.24 KIP 3.11 KIP 0.01 KIP 6.84 KIP 4.98 KIP 4.20 KIP 36 IN (3) #5 40 PSF 21.99 PSF 6.75 FT 0.24 KIP 3.53 KIP 0.01 KIP 6.84 KIP 5.13 KIP 4.20 KIP 36 IN (3) #5 50 PSF 27.49 PSF 6.50 FT 0.23 KIP 3.90 KIP 0.01 KIP 6.56 KIP 5.07 KIP 4.03 KIP 35 IN (2) #5 32.99 PSF 4.75 FT 60 PSF 32.99 PSF 6.50 FT 0.23 KIP 4.39 KIP 0.02 KIP 6.56 KIP 5.22 KIP 4.03 KIP 35 IN (2) #5 0.00 PSF 6.00 FT 0 PSF 0.00 PSF 6.00 FT 0.28 KIP 2.68 KIP 0.00 KIP 7.06 KIP 4.59 KIP 4.32 KIP 38 IN (3) #5 10 PSF 5.50 PSF 6.00 FT 0.28 KIP 2.82 KIP 0.00 KIP 7.06 KIP 4.73 KIP 4.32 KIP 38 IN (3) #5 11.00 PSF 130 MPH 20 PSF 11.00 PSF 6.00 FT 0.28 KIP 2.97 KIP 0.01 KIP 7.06 KIP 4.86 KIP 4.32 KIP 38 IN (3) #5 30 PSF 16.49 PSF 6.00 FT 0.28 KIP 3.11 KIP 0.01 KIP 7.06 KIP 5.00 KIP 4.32 KIP 38 IN (3) #5 40 PSF 21.99 PSF 6.00 FT 0.28 KIP 3.31 KIP 0.01 KIP 7.06 KIP 5.14 KIP 4.32 KIP 38 IN (3) #5 27.49 PSF 5.25 FT 50 PSF 27.49 PSF 6.00 FT 10.28 KIP 1 3.77 KIP 10.01 KIP 7.06 KIP 1 5.28 KIP 14.32 KIP 38 IN (3) #5 60 PSF 32.99 PSF 1 5.75 FT 10.27 KIP 1 4.04 KIP 10.01 KIP 16.73 KIP I 5.16 KIP 14.11 KIP 1 36 IN (3) #5 2.66 KIP 0.29 KIP 6.99 KIP 4.56 KIP 4.28 KIP 36 IN (3) #5 10 PSF 5.50 PSF 6.25 FT 0.27 KIP 2.81 KIP 0.29 KIP 6.99 KIP 4.71 KIP 4.28 KIP 36 IN (3) #5 20 PSF 11.00 PSF 6.25 FT 0.27 KIP 2.96 KIP 0.29 KIP 6.99 KIP 4.85 KIP 4.28 KIP 36 IN 3 #5 30 PSF 16.49 PSF 6.25 FT 0.27 KIP 3.11 KIP 0.29 KIP 6.99 KIP 5.00 KIP 4.28 KIP 36 IN (3) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 3.11 KIP 0.67 KIP 6.37 KIP 4.68 KIP 3.89 KIP 33 IN (2) #5 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 3.23 KIP 0.71 KIP 5.74 KIP 4.33 KIP 3.50 KIP 30 IN (2) #5 ASCE 7-10 60 PSF 32.99 PSF 4.75 FT 10.59 KIP 3.26 KIP TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0 PSF 0.00 PSF 11.75 FT 0.11 KIP 2.68 KIP 0.01 KIP 6.33 KIP 4.51 KIP 3.97 KIP 31 IN (2) #5 10 PSF 5.50 PSF 11.75 FT 0.11 KIP 2.96 KIP 0.01 KIP 6.33 KIP 4.79 KIP 3.97 KIP 31 IN (2) #5 20 PSF 11.00 PSF 11.25 FT 0.10 KIP 3.26 KIP 0.02 KIP 6.06 KIP 4.85 KIP 3.79 KIP 29 IN (2) #5 110 MPH 30 PSF 16.49 PSF 10.00 FT 0.09 KIP 3.66 KIP 0.02 KIP 5.36 KIP 4.54 KIP 3.35 KIP 26 IN (2) #5 40 PSF 21.99 PSF 9.00 FT 0.08 KIP 3.99 KIP 0.02 KIP 4.80 KIP 4.66 KIP 3.00 KIP 23 IN (1) #5 50 PSF 27.49 PSF 8.50 FT 0.07 KIP 4.41 KIP 0.03 KIP 4.52 KIP 5.03 KIP 2.83 KIP 22 IN (1) #5 60 PSF 32.99 PSF 7.75 FT 0.06 KIP 4.62 KIP 0.03 KIP 4.09 KIP 5.14 KIP 2.56 KIP 20 IN (1) #5 0 PSF 0.00 PSF 11.25 FT 0.13 KIP 2.75 KIP 0.01 KIP 6.64 KIP 4.66 KIP 4.15 KIP 32 IN (2) #5 10 PSF 5.50 PSF 11.00 FT 0.13 KIP 2.96 KIP 0.01 KIP 6.49 KIP 4.82 KIP 4.05 KIP 31 IN (2) #5 115 MPH 20 PSF 11.00 PSF 10.50 FT 0.12 KIP 3.13 KIP 0.02 KIP 6.18 KIP 4.85 KIP 3.86 KIP 30 IN (2) #5 30 PSF 16.49 PSF 10.00 FT 0.12 KIP 3.75 KIP 0.02 KIP 5.88 KIP 4.85 KIP 3.67 KIP 29 IN (2) #5 40 PSF 21.99 PSF 9.00 FT 0.10 KIP 4.06 KIP 0.02 KIP 5.26 KIP 4.80 KIP 3.28 KIP 26 IN (2) #5 50 PSF 27.49 PSF 8.25 FT 0.09 KIP 4.35 KIP 0.03 KIP 4.80 KIP 5.00 KIP 2.99 KIP 24 IN (2) #5 60 PSF 32.99 PSF 7.50 FT 0.08 KIP 4.53 KIP 0.02 KIP 4.33 KIP 5.07 KIP 2.70 KIP 22 IN (1) #5 0 PSF 0.00 PSF 9.25 FT 0.19 KIP 2.77 KIP 0.00 KIP 6.98 KIP 4.75 KIP 4.33 KIP 34 IN (2) #5 10 PSF 5.50 PSF 9.25 FT 0.19 KIP 3.00 KIP 0.01 KIP 6.98 KIP 4.97 KIP 4.33 KIP 34 IN (2) #5 20 PSF 11.00 PSF 8.75 FT 0.18 KIP 3.04 KIP 0.01 KIP 6.58 KIP 4.89 KIP 4.08 KIP 32 IN (2) #5 130 MPH 30 PSF 16.49 PSF 8.50 FT 0.17 KIP 3.42 KIP 0.02 KIP 6.38 KIP 4.95 KIP 3.96 KIP 31 IN (2) #5 40 PSF 21.99 PSF 8.25 FT 0.17 KIP 3.95 KIP 0.02 KIP 6.18 KIP 4.99 KIP 3.83 KIP 30 IN (2) #5 50 PSF 27.49 PSF 7.75 FT 0.16 KIP 4.30 KIP 0.02 KIP 5.78 KIP 5.06 KIP 3.58 KIP 29 IN (2) #5 60 PSF 32.99 PSF 7.00 FT 0.14 KIP 4.41 KIP 0.02 KIP 5.18 KIP 5.05 KIP 3.20 KIP 26 IN (2) #5 300 0 PSF 0.00 PSF 8.00 FT 0.22 KIP 2.72 KIP 0.00 KIP 6.97 KIP 4.66 KIP 4.30 KIP 34 IN (2) #5 10 PSF 5.50 PSF 8.00 FT 0.22 KIP 2.91 KIP 0.01 KIP 6.97 KIP 4.85 KIP 4.30 KIP 34 IN (2) #5 140 MPH 20 PSF 11.00 PSF 8.00 FT 0.22 KIP 3.10 KIP 0.01 KIP 6.97 KIP 5.04 KIP 4.30 KIP 34 IN (2) #5 30 PSF 16.49 PSF 7.75 FT 0.21 KIP 3.27 KIP 0.01 KIP 6.73 KIP 5.06 KIP 4.16 KIP 33 IN (2) #5 40 PSF 21.99 PSF 7.50 FT 0.20 KIP 3.74 KIP 0.02 KIP 6.50 KIP 5.06 KIP 4.01 KIP 32 IN (2) #5 50 PSF 27.49 PSF 7.25 FT 0.20 KIP 4.17 KIP 0.02 KIP 6.27 KIP 5.04 KIP 3.87 KIP 31 IN (2) #5 60 PSF 32.99 PSF 6.75 FT 0.18 KIP 4.39 KIP 0.02 KIP 5.80 KIP 5.10 KIP 3.57 KIP 29 IN (2) #5 0 PSF 0.00 PSF 7.00 FT 0.24 KIP 2.67 KIP 0.00 KIP 6.95 KIP 4.59 KIP 4.27 KIP 35 IN (2) #5 150 MPH 10 PSF 5.50 PSF 7.00 FT 0.24 KIP 2.84 KIP 0.00 KIP 6.95 KIP 4.75 KIP 4.27 KIP 35 IN (2) #5 20 PSF 11.00 PSF 7.00 FT 0.24 KIP 3.01 KIP 0.01 KIP 6.95 KIP 4.91 KIP 4.27 KIP 35 IN (2) #5 30 PSF 16.49 PSF 7.00 FT 0.24 KIP 3.17 KIP 0.01 KIP 6.95 KIP 5.08 KIP 4.27 KIP 35 IN (2) #5 40 PSF 21.99 PSF 7.00 FT 0.24 KIP 3.64 KIP 0.01 KIP 6.95 KIP 5.24 KIP 4.27 KIP 35 IN (2) #5 50 PSF 27.49 PSF 6.75 FT 0.23 KIP 4.02 KIP 0.02 KIP 6.68 KIP 5.19 KIP 4.10 KIP 34 IN (2) #5 60 PSF 32.99 PSF 6.50 FT 0.23 KIP 4.36 KIP 0.02 KIP 6.40 KIP 5.14 KIP 3.93 KIP 32 IN (2) #5 160 MPH 0 PSF 0.00 PSF 6.25 FT 0.27 KIP 2.66 KIP 0.00 KIP 6.99 KIP 4.56 KIP 4.28 KIP 36 IN (3) #5 10 PSF 5.50 PSF 6.25 FT 0.27 KIP 2.81 KIP 0.00 KIP 6.99 KIP 4.71 KIP 4.28 KIP 36 IN (3) #5 20 PSF 11.00 PSF 6.25 FT 0.27 KIP 2.96 KIP 0.01 KIP 6.99 KIP 4.85 KIP 4.28 KIP 36 IN 3 #5 30 PSF 16.49 PSF 6.25 FT 0.27 KIP 3.11 KIP 0.01 KIP 6.99 KIP 5.00 KIP 4.28 KIP 36 IN (3) #5 40 PSF 21.99 PSF 6.25 FT 0.27 KIP 3.39 KIP 0.01 KIP 6.99 KIP 5.14 KIP 4.28 KIP 36 IN (3) #5 50 PSF 27.49 PSF 6.25 FT 0.27 KIP 3.86 KIP 0.01 KIP 6.99 KIP 5.28 KIP 4.28 KIP 36 IN (3) #5 60 PSF 32.99 PSF 6.00 FT 0.26 KIP 4.16 KIP 0.01 KIP 6.68 KIP 5.18 KIP 4.09 KIP 34 IN (2) #5 N0. DRAWN: CHECKED: REVIEWED: APPROVED: REVISIONS: 0 BushBr 9/27/2014 New Drawing 1 BushBr 3/12/2015 Notes, embedments New Tables, and Sheets 2 BushBr 11/5/2015 Change Ballast Size, Max Dead Load, Add 2015 3 BushBr 11/18/2015 Change Ballast Size 4 Vas Hu 08/01/2016 Updated Load Tables 5 6 Client: Schletter Inc 2201 North Forbes Boulevard Tucson, AZ 85745 1.1 3.2 13 14 17SCHLETTER 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER. US Standard PvMax, 72 Cell, 200 - 300 Racking Structure Snow, Wind, Alignment, Tables, 30° ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL Project Site: Schletter Inc 1001 Commerce Center Dr Shelby, NC 28150 Drawing Number: v.01 JOB NUMBER: v SHEET: 4c of 4 SCALE: SEE DRAWING VIEWS ASCE 7-05 WI SEISMIC DESIGN TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0 PSF 0.00 PSF 11.50 FT 0.09 KIP 2.53 KIP 0.49 KIP 5.91 KIP 4.23 KIP 3.70 KIP 30 IN (2) #5 10 PSF 5.50 PSF 11.50 FT 0.09 KIP 2.80 KIP 0.49 KIP 5.91 KIP 4.51 KIP 3.70 KIP 30 IN (2) #5 20 PSF 11.00 PSF 11.25 FT 0.10 KIP 3.26 KIP 0.48 KIP 6.06 KIP 4.85 KIP 3.79 KIP 29 IN 85 MPH 20 PSF 11.00 PSF 11.50 FT 0.09 KIP 3.28 KIP 0.49 KIP 5.91 KIP 4.79 KIP 3.70 KIP 30 IN (2) #5 30 PSF 16.49 PSF 10.00 FT 0.07 KIP 3.62 KIP 0.44 KIP 5.11 KIP 4.39 KIP 3.20 KIP 261N (2) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 2.51 KIP 0.67 KIP 2.81 KIP 2.81 KIP 1.75 KIP 23 IN (1) #5 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 2.71 KIP 0.71 KIP 2.65 KIP 2.94 KIP 1.65 KIP 24 IN (2) #5 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 2.69 KIP 0.71 KIP 2.53 KIP 2.90 KIP 1.58 KIP 241N (2) #5 60 PSF 32.99 PSF 4.75 FT 0.59 KIP 2.78 KIP 0.73 KIP 2.24 KIP 2.91 KIP 1.40 KIP 241N (2) #5 0 PSF 0.00 PSF 11.25 FT 0.13 KIP 2.71 KIP 0.48 KIP 6.50 KIP 4.58 KIP 4.06 KIP 33 IN (2) #5 90 MPH 10 PSF 5.50 PSF 11.25 FT 0.13 KIP 2.98 KIP 0.48 KIP 6.50 KIP 4.85 KIP 4.06 KIP 331N (2) #5 20 PSF 11.00 PSF 10.75 FT 0.12 KIP 3.18 KIP 0.46 KIP 6.20 KIP 4.89 KIP 3.88 KIP 31 IN (2) #5 30 PSF 16.49 PSF 10.00 FT 0.11 KIP 3.73 KIP 0.44 KIP 5.75 KIP 4.78 KIP 3.60 KIP 29 IN (2) #5 10.50 FT 0.12 KIP 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 2.57 KIP 0.67 KIP 3.16 KIP 2.91 KIP 1.97 KIP 23 IN (1) #5 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 2.74 KIP 0.71 KIP 2.85 KIP 3.00 KIP 1.77 KIP 24 IN (2) #5 60 PSF 32.99 PSF 4.75 FT 0.59 KIP 2.83 KIP 0.73 KIP 2.53 KIP 2.99 KIP 1.57 KIP 241N (2) #5 5.25 FT 10.50 KIP 0 PSF 0.00 PSF 9.75 FT 0.18 KIP 2.79 KIP 0.42 KIP 6.97 KIP 4.77 KIP 4.33 KIP 351N (2) #5 10 PSF 5.50 PSF 9.50 FT 0.18 KIP 2.95 KIP 0.41 KIP 6.78 KIP 4.87 KIP 4.21 KIP 34 IN (2) #5 20 PSF 11.00 PSF 9.25 FT 0.17 KIP 3.09 KIP 0.41 KIP 6.59 KIP 4.96 KIP 4.10 KIP 331N (2) #5 2.77 KIP 100 MPH 30 PSF 16.49 PSF 8.75 FT 0.16 KIP 3.46 KIP 0.39 KIP 6.22 KIP 4.89 KIP 3.86 KIP 321N (2) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 2.70 KIP 0.67 KIP 3.93 KIP 3.21 KIP 2.43 KIP 23 IN (1) #5 6.98 KIP 4.97 KIP 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 2.86 KIP 0.71 KIP 3.54 KIP 3.20 KIP 2.18 KIP 241N (2) #5 60 PSF 32.99 PSF 4.75 FT 0.59 KIP 2.93 KIP 0.73 KIP 3.15 KIP 3.18 KIP 1.93 KIP 241N (2) #5 300 110 MPH 0 PSF 0.00 PSF 8.00 FT 0.21 KIP 2.69 KIP 0.36 KIP 6.88 KIP 4.61 KIP 4.25 KIP 351N (2) #5 10 PSF 5.50 PSF 8.00 FT 0.21 KIP 2.88 KIP 0.36 KIP 6.88 KIP 4.80 KIP 4.25 KIP 351N 2 #5 20 PSF 11.00 PSF 8.00 FT 0.21 KIP 3.07 KIP 0.36 KIP 6.88 KIP 4.99 KIP 4.25 KIP 351N (2) #5 30 PSF 16.49 PSF 7.75 FT 0.21 KIP 3.26 KIP 0.35 KIP 6.65 KIP 5.00 KIP 4.11 KIP 34 IN (2) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 2.84 KIP 0.67 KIP 4.79 KIP 3.73 KIP 2.94 KIP 261N (2) #5 (2) #5 300 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 2.99 KIP 0.71 KIP 4.31 KIP 3.47 KIP 2.64 KIP 241N (2) #5 60 PSF 32.99 PSF 4.75 FT 0.59 KIP 3.05 KIP 0.73 KIP 3.83 KIP 3.38 KIP 2.34 KIP 241N (2) #5 (2) #5 0 PSF 0.00 PSF 6.75 FT 0.24 KIP 2.63 KIP 0.31 KIP 6.84 KIP 4.51 KIP 4.20 KIP 36 IN (3) #5 10 PSF 5.50 PSF 6.75 FT 0.24 KIP 2.79 KIP 0.31 KIP 6.84 KIP 4.66 KIP 4.20 KIP 36 IN (3) #5 20 PSF 11.00 PSF 6.75 FT 0.24 KIP 2.95 KIP 0.31 KIP 6.84 KIP 4.82 KIP 4.20 KIP 36 IN (3) #5 (2) #5 120 MPH 30 PSF 16.49 PSF 6.75 FT 0.24 KIP 3.11 KIP 0.31 KIP 6.84 KIP 4.98 KIP 4.20 KIP 36 IN (3) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 3.00 KIP 0.67 KIP 5.72 KIP 4.29 KIP 3.50 KIP 31 IN (2) #5 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 3.13 KIP 0.71 KIP 5.15 KIP 3.98 KIP 3.15 KIP 28 IN (2) #5 0 PSF 60 PSF 32.99 PSF 4.75 FT 0.59 KIP 3.17 KIP 0.73 KIP 4.58 KIP 3.63 KIP 2.79 KIP 261N (2) #5 150 MPH 10 PSF 0 PSF 0.00 PSF 6.00 FT 0.28 KIP 2.68 KIP 0.28 KIP 7.06 KIP 4.59 KIP 4.32 KIP 381N (3) #5 10 PSF 5.50 PSF 6.00 FT 0.28 KIP 2.82 KIP 0.28 KIP 7.06 KIP 4.73 KIP 4.32 KIP 38 IN (3) #5 (2) #5 130 MPH 20 PSF 11.00 PSF 6.00 FT 0.28 KIP 2.97 KIP 0.28 KIP 7.06 KIP 4.86 KIP 4.32 KIP 381N (3) #5 30 PSF 16.49 PSF 6.00 FT 0.28 KIP 3.11 KIP 0.28 KIP 7.06 KIP 5.00 KIP 4.32 KIP 381N (3) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 3.17 KIP 0.67 KIP 6.73 KIP 4.90 KIP 4.11 KIP 36 IN (3) #5 60 PSF 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 3.28 KIP 0.71 KIP 6.07 KIP 4.52 KIP 3.69 KIP 331N (2) #5 60 PSF 132.99 PSF 4.75 FT 0.59 KIP 1 3.31 KIP 10.73 KIP 15.39 KIP 1 4.12 KIP 13.27 KIP 1 30 IN 1 (2) #5 17SCHLETTER 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER. US Standard PvMax, 72 Cell, 200 - 300 Racking Structure Snow, Wind, Alignment, Tables, 30° ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL Project Site: Schletter Inc 1001 Commerce Center Dr Shelby, NC 28150 Drawing Number: v.01 JOB NUMBER: v SHEET: 4c of 4 SCALE: SEE DRAWING VIEWS ASCE 7-10 WI SEISMIC DESIGN TILT MAX WIND GROUND SNOW ROOF SNOW MAX SPAN FRONT CONNECTION TENSION COMPRESSION SHEAR REAR CONNECTION TENSION COMPRESSION SHEAR BALLAST WIDTH # OF REBAR 0 PSF 0.00 PSF 11.50 FT 0.10 KIP 2.62 KIP 0.49 KIP 6.19 KIP 4.41 KIP 3.88 KIP 30 IN (2) #5 10 PSF 5.50 PSF 11.50 FT 0.10 KIP 2.90 KIP 0.49 KIP 6.19 KIP 4.69 KIP 3.88 KIP 30 IN (2) #5 20 PSF 11.00 PSF 11.25 FT 0.10 KIP 3.26 KIP 0.48 KIP 6.06 KIP 4.85 KIP 3.79 KIP 29 IN (2) #5 110 MPH 30 PSF 16.49 PSF 10.00 FT 0.09 KIP 3.66 KIP 0.44 KIP 5.36 KIP 4.54 KIP 3.35 KIP 26 IN (2) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 2.54 KIP 0.67 KIP 2.94 KIP 2.85 KIP 1.84 KIP 23 IN (1) #5 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 2.71 KIP 0.71 KIP 2.65 KIP 2.94 KIP 1.65 KIP 24 IN (2) #5 60 PSF 32.99 PSF 4.75 FT 0.59 KIP 2.80 KIP 0.73 KIP 2.35 KIP 2.94 KIP 1.46 KIP 24 IN (2) #5 0 PSF 0.00 PSF 11.25 FT 0.13 KIP 2.75 KIP 0.48 KIP 6.64 KIP 4.66 KIP 4.15 KIP 32 IN (2) #5 10 PSF 5.50 PSF 11.00 FT 0.13 KIP 2.96 KIP 0.47 KIP 6.49 KIP 4.82 KIP 4.05 KIP 31 IN (2) #5 115 MPH 20 PSF 11.00 PSF 10.50 FT 0.12 KIP 3.13 KIP 0.45 KIP 6.18 KIP 4.85 KIP 3.86 KIP 30 IN (2) #5 30 PSF 16.49 PSF 10.00 FT 0.12 KIP 3.75 KIP 0.44 KIP 5.88 KIP 4.85 KIP 3.67 KIP 29 IN (2) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 2.58 KIP 0.67 KIP 3.23 KIP 2.93 KIP 2.01 KIP 23 IN (1) #5 50 PSF 27.49 PSF 5.25 FT 10.50 KIP 2.75 KIP 0.71 KIP 2.91 KIP 3.01 KIP 1.80 KIP 24 IN (2) #5 60 PSF 32.99 PSF 4.75 FT 0.59 KIP 2.84 KIP 0.73 KIP 2.58 KIP 3.01 KIP 1.60 KIP 24 IN (2) #5 0 PSF 0.00 PSF 9.25 FT 0.19 KIP 2.77 KIP 0.40 KIP 6.98 KIP 4.75 KIP 4.33 KIP 34 IN (2) #5 10 PSF 5.50 PSF 9.25 FT 0.19 KIP 3.00 KIP 0.40 KIP 6.98 KIP 4.97 KIP 4.33 KIP 34 IN (2) #5 20 PSF 11.00 PSF 8.75 FT 0.18 KIP 3.04 KIP 0.39 KIP 6.58 KIP 4.89 KIP 4.08 KIP 32 IN (2) #5 130 MPH 30 PSF 16.49 PSF 8.50 FT 0.17 KIP 3.42 KIP 0.38 KIP 6.38 KIP 4.95 KIP 3.96 KIP 31 IN (2) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 2.74 KIP 0.67 KIP 4.16 KIP 3.35 KIP 2.57 KIP 23 IN (1) #5 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 2.89 KIP 0.71 KIP 3.75 KIP 3.27 KIP 2.31 KIP 24 IN (2) #5 60 PSF 32.99 PSF 4.75 FT 0.59 KIP 2.96 KIP 0.73 KIP 3.33 KIP 3.23 KIP 2.04 KIP 24 IN (2) #5 300 0 PSF 0.00 PSF 8.00 FT 0.22 KIP 2.72 KIP 0.36 KIP 6.97 KIP 4.66 KIP 4.30 KIP 34 IN (2) #5 10 PSF 5.50 PSF 8.00 FT 0.22 KIP 2.91 KIP 0.36 KIP 6.97 KIP 4.85 KIP 4.30 KIP 34 IN (2) #5 140 MPH 20 PSF 11.00 PSF 8.00 FT 0.22 KIP 3.10 KIP 0.36 KIP 6.97 KIP 5.04 KIP 4.30 KIP 34 IN (2) #5 30 PSF 16.49 PSF 7.75 FT 0.21 KIP 3.27 KIP 0.35 KIP 6.73 KIP 5.06 KIP 4.16 KIP 33 IN (2) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 2.85 KIP 0.67 KIP 4.85 KIP 3.76 KIP 2.98 KIP 25 IN (2) #5 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 3.00 KIP 0.71 KIP 4.37 KIP 3.50 KIP 2.68 KIP 24 IN (2) #5 60 PSF 32.99 PSF 4.75 FT 0.59 KIP 3.06 KIP 0.73 KIP 3.88 KIP 3.40 KIP 2.37 KIP 24 IN (2) #5 0 PSF 0.00 PSF 7.00 FT 0.24 KIP 2.67 KIP 0.32 KIP 6.95 KIP 4.59 KIP 4.27 KIP 35 IN (2) #5 150 MPH 10 PSF 5.50 PSF 7.00 FT 0.24 KIP 2.84 KIP 0.32 KIP 6.95 KIP 4.75 KIP 4.27 KIP 35 IN (2) #5 20 PSF 11.00 PSF 7.00 FT 0.24 KIP 3.01 KIP 0.32 KIP 6.95 KIP 4.91 KIP 4.27 KIP 35 IN (2) #5 30 PSF 16.49 PSF 7.00 FT 0.24 KIP 3.17 KIP 0.32 KIP 6.95 KIP 5.08 KIP 4.27 KIP 35 IN (2) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 2.98 KIP 0.67 KIP 5.58 KIP 4.20 KIP 3.42 KIP 29 IN (2) #5 50 PSF 27.49 PSF 4.75 FT 0.50 KIP 3.11 KIP 0.71 KIP 5.03 KIP 3.90 KIP 3.07 KIP 27 IN (2) #5 60 PSF 32.99 PSF 4.75 FT 0.59 KIP 3.16 KIP 0.73 KIP 4.47 KIP 3.57 KIP 2.72 KIP 24 IN (2) #5 160 MPH 0 PSF 0.00 PSF 6.25 FT 0.27 KIP 2.66 KIP 0.29 KIP 6.99 KIP 4.56 KIP 4.28 KIP 36 IN (3) #5 10 PSF 5.50 PSF 6.25 FT 0.27 KIP 2.81 KIP 0.29 KIP 6.99 KIP 4.71 KIP 4.28 KIP 36 IN (3) #5 20 PSF 11.00 PSF 6.25 FT 0.27 KIP 2.96 KIP 0.29 KIP 6.99 KIP 4.85 KIP 4.28 KIP 36 IN 3 #5 30 PSF 16.49 PSF 6.25 FT 0.27 KIP 3.11 KIP 0.29 KIP 6.99 KIP 5.00 KIP 4.28 KIP 36 IN (3) #5 40 PSF 21.99 PSF 5.75 FT 0.42 KIP 3.11 KIP 0.67 KIP 6.37 KIP 4.68 KIP 3.89 KIP 33 IN (2) #5 50 PSF 27.49 PSF 5.25 FT 0.50 KIP 3.23 KIP 0.71 KIP 5.74 KIP 4.33 KIP 3.50 KIP 30 IN (2) #5 60 PSF 32.99 PSF 4.75 FT 10.59 KIP 3.26 KIP 0.73 KIP 5.10 KIP 3.95 KIP 3.10 KIP 28 IN (2) #5 17SCHLETTER 1001 COMMERCE CENTER DR. I SHELBY, NC 28150 TEL: (704) 595 - 4200 1 Fax: ( 704) 595 - 4210 EMAIL: MAI L@SCHLETTER. US WWW.SCHLETTER. US Standard PvMax, 72 Cell, 200 - 300 Racking Structure Snow, Wind, Alignment, Tables, 30° ISSUED BY: SCHLETTER INC. PROPRIETARY AND CONFIDENTIAL Project Site: Schletter Inc 1001 Commerce Center Dr Shelby, NC 28150 Drawing Number: v.01 JOB NUMBER: v SHEET: 4c of 4 SCALE: SEE DRAWING VIEWS